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HomeMy WebLinkAboutTHE QUARRY BY WATERMARK - PDP200019 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTPreliminary Drainage Report The Quarry by Watermark Fort Collins, Colorado November 10, 2020 Prepared for: Watermark Residential 111 Monument Circle, Suite 1500 Indianapolis, IN 46204 Prepared by: 301 N. Howes Street Suite 100 Fort Collins, Colorado 80521 Phone: 970.221.4158 www.northernengineering.com Project Number: 1791-001 November 10, 2020 City of Fort Collins Stormwater Utility 700 Wood Street Fort Collins, CO 80521 RE: Preliminary Drainage Report for The Quarry by Watermark Dear Staff: Northern Engineering is pleased to submit this Preliminary Drainage Report for your review. This report accompanies the combined Preliminary Plan submittal for the proposed The Quarry by Watermark This report has been prepared in accordance with the Fort Collins Stormwater Criteria Manual (FCSCM) and serves to document the stormwater impacts associated with the proposed The Quarry by Watermark housing project. We understand that review by the City of Fort Collins is to assure general compliance with standardized criteria contained in the FCSCM. If you should have any questions as you review this report, please feel free to contact us. Sincerely, Northern Engineering Services, Inc. Frederick S. Wegert, PE Project Engineer Preliminary Drainage Report November 10, 2020 Watermark Residential Table of Contents Table of Contents I. General Location and Description ........................................................................ 1 II. Drainage Basins and Sub-Basins .......................................................................... 4 III. Drainage Design Criteria ..................................................................................... 4 IV. Drainage Facility Design ..................................................................................... 8 V. Conclusions ....................................................................................................... 11 VI. References ......................................................................................................... 13 Tables and Figures Figure 1 – Vicinity Map .................................................................................... 1 Figure 2 – Aerial Photograph .......................................................................... 2 Figure 3 – FEMA Firmette (Map Numbers 08069CO978G and 08069CO979H) ............................................................................................... 3 Appendices Appendix A – Hydrologic Computations Appendix B – Hydraulic Computations Appendix C – SWMM Models Appendix D – Water Quality/LID Design Computations Appendix E – Erosion Control Report Appendix F – USDA Soils Report Appendix G – FEMA Firmette Map Pocket Drainage Exhibit Preliminary Drainage Report November 10, 2020 Watermark Residential Page 1 of 15 I. General Location and Description A. Location 1. Vicinity Map Figure 1 – Vicinity Map 2. The Quarry by Watermark project site is located in the northwest quarter of Section 23, Township 7 North, Range 69 West of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of Colorado. 3. The project site (refer to Figure 1) is bordered to the north by Hobbit Street; to the east by Canal Importation Ditch; to the south by Spring Creek; and to the west by Shields Street. Preliminary Drainage Report November 10, 2020 Watermark Residential Page 2 of 15 4. Spring Creek and Canal Importation Ditch are a major drainageways located adjacent to the project site. The confluence of Spring Creek and Canal Importation Ditch is in the southeast corner of the site. B. Description of Property 1. The Quarry by Watermark is comprised of ±19.38 acres. 2. The site is currently an undeveloped parcel surrounded by multi-family to the north, west, and south and single-family homes to the east. Figure 2 – Aerial Photograph 3. The existing groundcover consists of short grasses. The existing on-site runoff generally drains from the northwest to the southeast across flat grades (e.g., <1.00%) into the Canal Importation Ditch. From there, the drainage continues through Canal Importation Ditch to Spring Creek, and on to the Cache La Poudre River. 4. According to the United States Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) Soil Survey website: (http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx), the site consists primarily of Altvan-Satanta loams (Hydrologic Soil Group B) and Nunn clay loam (Hydrological Soil Group C). Project Site Preliminary Drainage Report November 10, 2020 Watermark Residential Page 3 of 15 5. Springs Creek and Canal Importation Ditch are the only major drainageways within or adjacent to the project site. 6. The proposed development will consist of eighteen (18) townhome buildings containing a total of 329 units with detached garages. Other proposed improvements include parking lots, sidewalks, pool, clubhouse, and landscaping. 7. The proposed land use is multi-family. This is a permitted use in the Medium- Density Mixed-Use Neighborhood District (MMN). C. Floodplain 1. The eastern and southern edges of the site is in a FEMA regulatory floodplain; however, the developable project area is outside of the FEMA floodplain. In particular, the FEMA designated 100-year floodplain Basins E1 and E2 on the Drainage Exhibit includes the FEMA regulatory floodplains for Spring Creek and Canal Importation Ditch (Map Numbers 08069CO978G and 08069CO979H and Figure 3 – FEMA Firmette (Map Numbers 08069CO978G and 08069CO979H) Preliminary Drainage Report November 10, 2020 Watermark Residential Page 4 of 15 effective date of May 2, 2012). No development is proposed within Basins E1 and E2. A copy of the FEMA Firmette is provided in Appendix G. 2. We have analyzed the FEMA Floodplain map and cross sections for Spring Creek and Canal Importation Ditch and determined that the highest base flood elevation adjacent to the project site is 5016 (NAVD88). All buildings have been elevated 1.5’ above this elevation. Furthermore, the buildings all maintain a minimum of 12” between the finished floor elevation and the top of bank along the south and east side of the property. II. Drainage Basins and Sub-Basins A. Major Basin Description The north and east halves of The Quarry by Watermark is located within the City of Fort Collins Canal Importation major drainage basin. The southwest quarter of the site is located within the City of Fort Collins Spring Creek major drainage basin. Specifically, the project site is situated at the confluence of the Spring Creek and Canal Importation major drainage basins. B. Sub-Basin Description 1. The outfall for the project site is at the confluence of Springs Creek and Canal Importation Basins. 2. The existing subject site can be defined with twelve (12) sub-basins that encompasses the entire project site and three (3) offsite basins that drain onto the project site. 3. The existing site runoff generally drains from northwest-to-southeast and into the Canal Importation Ditch. 4. The project site receives runoff from Shields Street and Hobbit Street. III. Drainage Design Criteria A. Optional Provisions The project site requests a variance for providing stormwater detention per the City of Fort Collins “Beat the Peak” alternative within the City’s Stormwater Manual. No other optional revisions are variances will be required from the City of Fort Collins Stormwater Manual. B. Stormwater Management Strategy Preliminary Drainage Report November 10, 2020 Watermark Residential Page 5 of 15 The overall stormwater management strategy employed with The Quarry by Watermark utilizes the “Four Step Process” to minimize adverse impacts of urbanization on receiving waters. The following is a description of how the proposed development has incorporated each step. Step 1 – Employ Runoff Reduction Practices. The first consideration taken in trying to reduce the stormwater impacts of this development is the site selection itself. By choosing an already developed site with public storm sewer currently in place, the burden is significantly less than developing a vacant parcel absent of any infrastructure. The Quarry by Watermark aims to reduce runoff peaks, volumes and pollutant loads from frequently occurring storm events (i.e., water quality (i.e., 80th percentile) and 2-year storm events) by implementing Low Impact Development (LID) strategies. Wherever practical, runoff will be routed across landscaped areas or through a rain garden or water quality pond. These LID practices reduce the overall amount of impervious area, while at the same time Minimizing Directly Connected Impervious Areas (MDCIA). The combined LID/MDCIA techniques will be implemented, where practical, throughout the development, thereby slowing runoff and increasing opportunities for infiltration. Step 2 – Implement BMPs that Provide a Water Quality Capture Volume (WQCV) with Slow Release. The efforts taken in Step 1 will help to minimize excess runoff from frequently occurring storm events; however, urban development of this intensity will still have stormwater runoff leaving the site. The primary water quality treatment will occur in the underground vaults located at the south end of the project. Step 3 – Stabilize Drainageways. As stated in Section I.B.5, above, the Spring Creek and Canal Importation drainage is adjacent to the subject site, however no changes to the channel are proposed with this project. While this step may not seem applicable to The Quarry by Watermark, the proposed project indirectly helps achieve stabilized drainageways, nonetheless. Once again, site selection has a positive effect on stream stabilization. By developing an infill site with existing stormwater infrastructure, combined with LID and MDCIA strategies, the likelihood of bed and bank erosion is reduced. Furthermore, this project will pay one-time stormwater development fees, as well as ongoing monthly stormwater utility fees, both of which help achieve Citywide drainageway stability. Step 4 – Implement Site Specific and Other Source Control BMPs. This step typically applies to industrial and commercial developments. C. Development Criteria Reference and Constraints Preliminary Drainage Report November 10, 2020 Watermark Residential Page 6 of 15 1. The subject property is not part of any Overall Development Plan (ODP) drainage study or similar “development/project” drainage master plan. 2. The site plan is constrained to the north and west by public streets, to the south by Spring Creek, and to the east by the Canal Importation Ditch. D. Hydrological Criteria 1. The City of Fort Collins Rainfall Intensity-Duration-Frequency Curves, as depicted in Figure 3.4-1 of the FCSCM, serve as the source for all hydrologic computations associated with The Quarry by Watermark development. Tabulated data contained in Table 3.4-1 has been utilized for Rational Method runoff calculations. 2. The Rational Method has been employed to compute stormwater runoff utilizing coefficients contained in Tables RO-11 and RO-12 of the FCSCM. 3. Since the project is at adjacent to the confluence of Spring Creek and Canal Importation Basins, the hydrograph for the Canal Importation Basin was analyzed to determine if the site’s peak reaches the confluence prior to the peak from the Canal Importation Basin. This is known as the “Beat the Peak” procedure within the FCSM. 4. Two separate design storms have been utilized to address distinct drainage scenarios. The first event analyzed is the “Minor,” or “Initial” Storm, which has a 2-year recurrence interval. The second event considered is the “Major Storm,” which has a 100-year recurrence interval. E. Hydraulic Criteria 1. The drainage facilities proposed with The Quarry by Watermark project are designed in accordance with criteria outlined in the FCSCM and/or the Urban Drainage and Flood Control District’s (UDFCD) Urban Storm Drainage Criteria Manual. 2. As stated in Section I.C.1, above, the subject property is located next to a FEMA designated floodplain but is not located within the floodplain limits. F. Floodplain Regulations Compliance 1. As previously mentioned, this project is adjacent to a FEMA regulated floodplain. The developable area of the project is located outside of the floodplain, and as such, it will not be subject to any floodplain regulations. However, the storm outfall will be located within the floodplain, and that work will be subject to the applicable floodplain regulations. Preliminary Drainage Report November 10, 2020 Watermark Residential Page 7 of 15 2. Despite most of the project not being located within the floodplain, consideration has been given to the floodplain elevations as they relate to the proposed buildings and the finished floors have been elevated accordingly. G. Modifications of Criteria No formal modifications are requested at this time. However, staff has determined that detention will not be required with this project as a result of the proximity to the Canal Importation Ditch. H. Conformance with Water Quality Treatment Criteria City Code requires that 100% of runoff from a project site receive some sort of water quality treatment. This project proposes to provide water quality treatment through the use of two rain gardens and a water quality pond. The rain gardens are located along the east edge of the site and will discharge into the Canal Importation Basin. The water quality pond is located along the south edge of the site and will discharge into Spring Creek Basin. Due to the physical constraints associated with an infill project of this nature and the prohibition of providing water quality facilities within the public right-of-way, there are some small, narrow areas around the perimeter of the project that cannot be captured. The uncaptured areas tend to be narrow strips of concrete flatwork that link the building entrances to the public sidewalks as well as small planter beds between the building and public sidewalks or property lines. While these small areas will not receive formal water quality treatment, most areas will still see some treatment as runoff is directed across through the landscaped areas or across the landscaped parkways before reaching the roadway curb and gutter. I. Conformance with Low Impact Development (LID) The project site will conform with the requirement to treat a minimum of 75% of the project site using a LID technique. J. Sizing of LID Facilities Rain Gardens 1. The rain gardens were sized by first determining the required water quality capture volume (WQCV) for Basins A1-A2 and B1-B10. A 12-hour drain time was used in this calculation. 2. Once the WQCV was identified, each rain garden was sized for its respective WQCV. The rain gardens will be constructed with a biomedia filter and underdrain. An overflow drain will be provided in each rain garden to pass storms greater than the WQCV. Preliminary Drainage Report November 10, 2020 Watermark Residential Page 8 of 15 Water Quality Pond 1. The water quality pond was sized by first determining the required water quality capture volume (WQCV) for Basins D1 and A3. Offsite flows from Basins OS1 and OS2 were designed to pass through the water quality pond. A 40-hour drain time was used in this calculation. 2. Once the WQCV was identified, the water quality pond was sized to provide the WQCV. An outlet control structure with overflow will be provided to pass storms greater than the WQCV. IV. Drainage Facility Design A. General Concept 1. The main objective of The Quarry by Watermark drainage design is to maintain existing drainage patterns, while not adversely impacting adjacent properties. 2. Off-site runoff is expected from Shields Street to pass directly through the project site. Offsite basins OS1 and OS2 (2.28 acres) drains directly into the west entrance to the site. Furthermore, an additional 173 acres of single-family homes, on the west side of Shields Street, has the potential to impact the site during a major storm event. Two Type-R inlets on the west side of the intersection of Shields Street and Stuart Street will collect the Minor Storm from the single-family subdivision, but the Major Storm can potentially overtop the intersection and into the site. According to City Staff, it’s their policy to inundate arterial roads, like Shields Street, during a Major Storm Event. 3. A list of tables and figures used within this report can be found in the Table of Contents at the front of the document. The tables and figures are located within the sections to which the content best applies. 4. Drainage for the project site has been analyzed using twenty-one (21) onsite drainage sub-basins, designated as sub-basins A1- A3, B1-B10, C1-C2, D1-D2, E1- E2, and F1-F2. Furthermore, there are three (3) offsite drainage sub-basins designated as sub-basins OS1, OS2, and OS3. The drainage patterns anticipated for the basins are further described below. Sub-Basins A1 & A2 Sub-Basins A1 and A2 encompasses approximately 22% the total site area. These sub-basins are comprised primarily of roof area, concrete flatwork, parking lot and landscaped areas. The sub-basins will drain into a valley pan and curb and gutter located in a parking lot, along the north edge of the parking lot, and be captured by Rain Garden A. Storm sewer will collect and discharge isolated areas of Basin A1 into Rain Garden A. Flows will then proceed to the confluence of Spring Creek and Canal Importation Ditch. Preliminary Drainage Report November 10, 2020 Watermark Residential Page 9 of 15 Sub-Basin B1 – B10 Sub-Basins B1 through B10 encompasses approximately 35% the total site area. These sub-basins are comprised primarily of roof area, concrete flatwork, parking lot, and landscaped areas. The sub-basins will drain into a valley pan located within each sub-basin and towards a common storm sewer. The storm sewer will collect drainage from all the sub-basins and discharge into Rain Garden B. Flows will then proceed to the Canal Importation Ditch. Sub-Basin C1 Sub-Basin C1 encompasses approximately 2% the total site area. This sub-basin is comprised primarily of roof area, concrete flatwork, and landscaped areas. The sub-basin will drain north into an existing ditch along the north property line (Ditch C) and into to the Canal Importation Ditch. Sub-Basin C2 Sub-Basin C2 encompasses approximately 0.8% the total site area. This sub-basin is comprised primarily of roof area, concrete flatwork, and landscaped areas. Flows from the sub-basin will flow north into curb and gutter along Hobbit Street. Hobbit Street will convey runoff, along with drainage from Sub-Basin OS3, to Ditch C. Flows will then proceed to the Canal Importation Ditch. Sub-Basin D1 & A3 Sub-Basins D1 and A3 encompasses approximately 13% the total site area. These sub-basins are comprised primarily of roof area, concrete flatwork, parking lot, and landscaped areas. The sub-basins will drain into a common storm sewer via valley pans and curb and gutter. The storm sewer will collect drainage from all the sub-basins, including Sub-Basins OS1 and OS2, and discharge into Water Quality Pond D. Flows will then proceed to Spring Creek. Sub-Basin D2 Sub-Basin D2 encompasses approximately 0.3% the total site area. This sub-basin is comprised primarily of primarily of landscaped areas. Flows from the sub- basin will discharge directly into Spring Creek. Sub-Basin E1 Sub-basin E1 encompasses approximately 17% the total site area. This sub-basin comprises of the Spring Creek flood plain. No improvements, except for storm sewer outfalls, are proposed within this sub-basin Sub-Basin E2 Sub-basin E2 encompasses approximately 7% the total site area. This sub-basin comprises of the Canal Importation flood plain. No improvements, except for storm sewer outfalls, are proposed within this sub-basin Preliminary Drainage Report November 10, 2020 Watermark Residential Page 10 of 15 Sub-Basins F1 & F2 Sub-basins F1 and F2 encompasses approximately 1% the total site area. These sub-basins are comprised primarily of concrete flatwork and landscaped areas. Flows from the sub-basin will drain into curb and gutter along Shield Street. The curb and gutter will then convey the flows to the intersection of Shields Street and Stuart Street (also the west entrance of the site), into Sub-Basin D1, and ultimately into Water Quality Pond D. Flows will then proceed to Spring Creek. Sub-Basin OS1 & OS2 Offsite Sub-Basins OS1 and OS2 consists of the west edge of Shields Street that directly impacts the project site. These sub-basins are comprised primarily of asphalt, concrete flatwork, and a landscaped parkway. Flows from the sub-basin will drain into curb and gutter along Shield Street. The curb and gutter will then convey the flows to the intersection of Shields Street and Stuart Street (also the west entrance of the site), into Sub-Basin D1, and ultimately into Water Quality Pond D. Flows will then proceed to Spring Creek. Sub-Basin OS3 Offsite Sub-Basins OS3 consists of the south edge of Hobbit Street that directly impacts the project site. These sub-basins are comprised primarily of asphalt and concrete flatwork. Flows from the sub-basin will drain into curb and gutter along Hobbit Street. The curb and gutter will then convey the flows to Ditch C and ultimately into the Canal Importation Ditch. A full-size copy of the Drainage Exhibit can be found in the Map Pocket at the end of this report. B. Specific Details 1. Since detention is not required with this site, the existing impervious area has not been considered in determining allowable release from the property. 2. An allowable release rate was not determined for this project due to the proximity of the site to the confluence of Spring Creek and the Canal Importation Ditch. 3. The FAA method was not used to size the on-site detention volume for quantity detention since detention is not required. 4. Since the project is adjacent to the confluence of Spring Creek and the Canal Importation Basin, the hydrograph for the Canal Importation Basin was analyzed to determine if the site’s peak reaches the confluence prior to the peak from the Canal Importation Basin. This is known as the “Beat the Peak” procedure within the FCSM. Preliminary Drainage Report November 10, 2020 Watermark Residential Page 11 of 15 The north and west halves of the project (approximately 3/4 of the site) will discharge into the Canal Importation Basin. The SWMM analysis of the City’s Canal Importation Basin is provided in Appendix C. The southwest quarter of the site will discharge into Spring Creek. The MOD- SWMM data for Spring Creek is difficult to analyze using today’s computer technology, but the proximity of the site to Spring Creek suggests the runoff from the southwest corner will Beat the Peak for the Spring Creek Basin. C. Sizing of LID Facilities Rain Gardens 1. The rain gardens were sized by first determining the required water quality capture volume (WQCV) for Basins A1-A2 and B1-B10. A 12-hour drain time was used in this calculation. 2. Once the WQCV was identified, each rain garden was sized for its respective WQCV. The rain gardens will be constructed with a biomedia filter and underdrain. An overflow drain will be provided in each rain garden to pass storms greater than the WQCV. Water Quality Pond 1. The water quality pond was sized by first determining the required water quality capture volume (WQCV) for Basins D1 and A3. A 40-hour drain time was used in this calculation. 2. Once the WQCV was identified, the water quality pond was sized to provide the WQCV. An outlet control structure with overflow will be provided to pass storms greater than the WQCV. V. Conclusions A. Compliance with Standards 1. The design elements comply with the Beat the Peak Alternative within the City’s FCSM and meet all LID requirements. 2. The drainage design proposed with The Quarry by Watermark complies with the City of Fort Collins Master Drainage Plan for the Spring Creek and Canal Importation Basins. 3. The project is adjacent to the Spring Creek and Canal Importation FEMA regulatory floodplains. However, the development is constructed outside of the floodplains, and buildings are located 18-inches above the base flood elevation. No improvements are proposed within the FEMA regulated floodplains. All Preliminary Drainage Report November 10, 2020 Watermark Residential Page 12 of 15 applicable provisions within Chapter 10 of the City Municipal Code shall be adhered to. 4. The drainage plan and stormwater management measures proposed with The Quarry by Watermark project are compliant with all applicable State and Federal regulations governing stormwater discharge. B. Drainage Concept 1. The drainage design proposed with this project will effectively limit potential damage associated with its stormwater runoff. The Quarry by Watermark will not detain for the pervious area converted to impervious areas to release at the 2- year existing rate during the 100-year storm. 2. The Quarry by Watermark will not impact the Master Drainage Plan recommendations for the Canal Importation and Spring Creek major drainage basin. Preliminary Drainage Report November 10, 2020 Watermark Residential Page 13 of 15 VI. References Fort Collins Stormwater Criteria Manual, City of Fort Collins, Colorado, as adopted by Ordinance No. 159, 2018, and referenced in Section 26-500 of the City of Fort Collins Municipal Code. Soils Resource Report for Larimer County Area, Colorado, Natural Resources Conservation Service, United States Department of Agriculture. Urban Storm Drainage Criteria Manual, Volumes 1-3, Urban Drainage and Flood Control District, Wright-McLaughlin Engineers, Denver, Colorado, Revised April 2008. Appendix A Hydrologic Computations Runoff Coefficient1 Percent Impervious1 0.95 100% 0.95 90% 0.50 40% 0.50 40% 0.20 2% 0.20 2% Basin ID Basin Area (sq.ft.) Basin Area (acres) Asphalt, Concrete (acres) Rooftop (acres) Gravel (acres) Pavers (acres) Undeveloped: Greenbelts, Agriculture (acres) Lawns, Clayey Soil, Flat Slope < 2% (acres) Percent Impervious C2*Cf Cf = 1.00 C5*Cf Cf = 1.00 C10*Cf Cf = 1.00 C100*Cf Cf = 1.25 H-A1 44,062 1.012 0.000 0.000 0.000 0.000 1.012 0.000 2% 0.20 0.20 0.20 0.25 H-A2 6,773 0.155 0.000 0.000 0.000 0.000 0.155 0.000 2% 0.20 0.20 0.20 0.25 H-B1 110,004 2.525 0.000 0.000 0.000 0.000 2.525 0.000 2% 0.20 0.20 0.20 0.25 H-B2 170,633 3.917 0.015 0.000 0.000 0.000 3.902 0.000 2% 0.20 0.20 0.20 0.25 H-B3 19,023 0.437 0.020 0.000 0.000 0.000 0.417 0.000 6% 0.23 0.23 0.23 0.29 H-C1 32,204 0.739 0.000 0.000 0.000 0.000 0.739 0.000 2% 0.20 0.20 0.20 0.25 H-C2 238,190 5.468 0.009 0.000 0.000 0.000 5.459 0.000 2% 0.20 0.20 0.20 0.25 H-D1 7,509 0.172 0.000 0.000 0.000 0.000 0.172 0.000 2% 0.20 0.20 0.20 0.25 H-E1 147,424 3.384 0.283 0.019 0.000 0.000 3.082 0.000 11% 0.27 0.27 0.27 0.33 H-E2 60,287 1.384 0.143 0.002 0.000 0.000 1.239 0.000 12% 0.28 0.28 0.28 0.35 H-F1 1,947 0.045 0.028 0.000 0.000 0.000 0.000 0.017 64% 0.67 0.67 0.67 0.84 H-F2 7,695 0.177 0.094 0.000 0.000 0.000 0.000 0.082 54% 0.60 0.60 0.60 0.75 OS1 21,067 0.484 0.407 0.000 0.000 0.000 0.000 0.077 84% 0.83 0.83 0.83 1.00 OS2 78,428 1.800 1.706 0.000 0.000 0.000 0.000 0.094 95% 0.91 0.91 0.91 1.00 OS3 20,406 0.468 0.405 0.000 0.000 0.000 0.000 0.063 87% 0.25 0.25 0.25 0.31 Total 965,652 22.168 3.111 0.022 0.000 0.000 18.702 0.334 16% 0.31 0.31 0.31 0.38 Lawns and Landscaping: Combined Basins 2) Composite Runoff Coefficient adjusted per Table 3.2-3 of the Fort Collins Stormwater Manual (FCSM). Lawns, Clayey Soil, Flat Slope < 2% USDA SOIL TYPE: C Undeveloped: Greenbelts, Agriculture Composite Runoff Coefficient2 1) Runoff coefficients per Tables 3.2-1 & 3.2 of the FCSM. Percent impervious per Tables 4.1-2 & 4.1-3 of the FCSM. Project: Date: Where: Length (ft) Elev Up Elev Down Slope (%) Ti 2-Yr (min) Ti 10-Yr (min) Ti 100-Yr (min) Length (ft) Elev Up Elev Down Slope (%) Surface Roughness (n) Flow Area3 (sq.ft.) WP 3 (ft) Hydraulic Radius (ft) Velocity (ft/s) Tt (min) Max. Tc (min) Comp. Tc 2-Yr (min) Tc 2-Yr (min) Comp. Tc 10-Yr (min) Tc 10-Yr (min) Comp. Tc 100-Yr Tc2 Tc10 Tc100 C2 C10 C100 I2 (in/hr) I10 (in/hr) I100 (in/hr) Q2 (cfs) Q10 (cfs) Q100 (cfs) h-a1 H-A1 1.012 11.99 11.99 11.99 0.20 0.20 0.25 2.09 3.57 7.29 0.4 0.7 1.8 h-a2 H-A2 0.155 10.04 10.04 9.48 0.20 0.20 0.25 2.21 3.78 8.03 0.1 0.1 0.3 h-b1 H-B1 2.525 12.66 12.66 12.66 0.20 0.20 0.25 2.02 3.45 7.04 1.0 1.7 4.4 h-b2 H-B2 3.917 12.85 12.85 12.85 0.20 0.20 0.25 2.02 3.45 7.04 1.6 2.7 7.0 h-b3 H-B3 0.437 10.11 10.11 9.50 0.23 0.23 0.29 2.21 3.78 8.03 0.2 0.4 1.0 h-c1 H-C1 0.739 9.66 9.66 9.20 0.20 0.20 0.25 2.26 3.86 8.03 0.3 0.6 1.5 h-c2 H-C2 5.468 14.92 14.92 14.92 0.20 0.20 0.25 1.90 3.24 6.62 2.1 3.6 9.1 h-d1 H-D1 0.172 8.75 8.75 8.26 0.20 0.20 0.25 2.35 4.02 8.38 0.1 0.1 0.4 h-e1 H-E1 3.384 11.05 11.05 10.57 0.27 0.27 0.33 2.13 3.63 7.57 1.9 3.3 8.6 h-e2 H-E2 1.384 7.23 7.23 6.91 0.28 0.28 0.35 2.52 4.31 9.06 1.0 1.7 4.4 h-f1 H-F1 0.045 5.00 5.00 5.00 0.67 0.67 0.84 2.85 4.87 9.95 0.1 0.1 0.4 h-f2 H-F2 0.177 8.18 8.18 6.74 0.60 0.60 0.75 2.40 4.10 9.06 0.3 0.4 1.2 os1 OS1 0.484 5.00 5.00 5.00 0.83 0.83 1.00 2.85 4.87 9.95 1.1 2.0 4.8 os2 OS2 1.800 8.04 8.04 7.56 0.91 0.91 1.00 2.40 4.10 8.59 3.9 6.7 15.5 os3 OS3 0.468 13.59 13.59 13.59 0.25 0.25 0.31 1.95 3.34 6.82 0.2 0.4 1.0 total Total 22.168 14.92 14.92 14.43 0.31 0.31 0.38 1.90 3.24 6.71 12.9 22.0 56.9 Basin Area (acres) Runoff C Combined Basins Intensity, I from Fig. 3.4.1 Fort Collins Stormwater Manual Tc (Min) EXISTING DIRECT RUNOFF COMPUTATIONS Intensity Flow The Quarry by Watermark F. Wegert November 10, 2020 Project: Calculations By: Date: Rational Equation: Q = CiA (Equation 6-1 per MHFD) Design Point Page 3 of 3 Runoff Coefficient1 Percent Impervious1 0.95 100% 0.95 90% 0.50 40% 0.85 90% 0.20 2% 0.20 2% Basin ID Basin Area (sq.ft.) Basin Area (acres) Asphalt, Concrete (acres) Rooftop (acres) Gravel (acres) Residential: High Density (acres) Undeveloped: Greenbelts, Agriculture (acres) Lawns, Clayey Soil, Flat Slope < 2% (acres) Percent Impervious C2*Cf Cf = 1.00 C5*Cf Cf = 1.00 C10*Cf Cf = 1.00 C100*Cf Cf = 1.25 A1 90,843 2.085 90% 0.85 0.85 0.85 1.00 A2 96,775 2.222 90% 0.85 0.85 0.85 1.00 A3 26,902 0.618 90% 0.85 0.85 0.85 1.00 B1 29,907 0.687 90% 0.85 0.85 0.85 1.00 B2 19,510 0.448 90% 0.85 0.85 0.85 1.00 B3 136,713 3.139 90% 0.85 0.85 0.85 1.00 B4 12,541 0.288 90% 0.85 0.85 0.85 1.00 B5 21,040 0.483 90% 0.85 0.85 0.85 1.00 B6 53,225 1.222 90% 0.85 0.85 0.85 1.00 B7 3,164 0.073 90% 0.85 0.85 0.85 1.00 B8 555 0.013 90% 0.85 0.85 0.85 1.00 B9 7,042 0.162 90% 0.85 0.85 0.85 1.00 B10 14,332 0.329 90% 0.85 0.85 0.85 1.00 C1 19,935 0.458 90% 0.85 0.85 0.85 1.00 C2 7,061 0.162 90% 0.85 0.85 0.85 1.00 D1 86,072 1.976 90% 0.85 0.85 0.85 1.00 D2 2,784 0.064 90% 0.85 0.85 0.85 1.00 E1 147,424 3.384 0.283 0.019 0.000 0.000 3.082 0.000 11% 0.27 0.27 0.27 0.33 E2 60,287 1.384 0.143 0.002 0.000 0.000 1.239 0.000 12% 0.28 0.28 0.28 0.35 F1 1,947 0.045 0.028 0.000 0.000 0.000 0.000 0.017 64% 0.67 0.67 0.67 0.84 F2 7,690 0.177 0.094 0.000 0.000 0.000 0.000 0.082 54% 0.60 0.60 0.60 0.75 OS1 21,067 0.484 0.407 0.000 0.000 0.000 0.000 0.077 84% 0.83 0.83 0.83 1.00 Project: Date: Where: Length (ft) Elev Up Elev Down Slope (%) Ti 2-Yr (min) Ti 10-Yr (min) Ti 100-Yr (min) Length (ft) Elev Up Elev Down Slope (%) Surface Roughness (n) Flow Area3 (sq.ft.) WP 3 (ft) Hydraulic Radius (ft) Velocity (ft/s) Tt (min) Max. Tc (min) Comp. Tc 2-Yr (min) Tc 2-Yr (min) Comp. Tc 10-Yr (min) Tc 10-Yr (min) Comp. Tc 100-Yr Tc2 Tc10 Tc100 C2 C10 C100 I2 (in/hr) I10 (in/hr) I100 (in/hr) Q2 (cfs) Q10 (cfs) Q100 (cfs) a1 A1 2.085 15.03 15.03 15.03 0.85 0.85 1.00 1.87 3.19 6.52 3.3 5.7 13.6 a2 A2 2.222 15.39 15.39 15.39 0.85 0.85 1.00 1.87 3.19 6.52 3.5 6.0 14.5 a3 A3 0.618 9.49 9.49 8.05 0.85 0.85 1.00 2.30 3.93 8.38 1.2 2.1 5.2 b1 B1 0.687 11.89 11.89 11.89 0.85 0.85 1.00 2.09 3.57 7.29 1.2 2.1 5.0 b2 B2 0.448 5.00 5.00 5.00 0.85 0.85 1.00 2.85 4.87 9.95 1.1 1.9 4.5 b3 B3 3.139 14.36 14.36 14.36 0.85 0.85 1.00 1.92 3.29 6.71 5.1 8.8 21.1 b4 B4 0.288 5.29 5.29 5.00 0.85 0.85 1.00 2.85 4.87 9.95 0.7 1.2 2.9 b5 B5 0.483 11.28 11.28 11.28 0.85 0.85 1.00 2.13 3.63 7.42 0.9 1.5 3.6 b6 B6 1.222 7.69 7.69 5.37 0.85 0.85 1.00 2.46 4.21 9.95 2.6 4.4 12.2 b7 B7 0.073 5.00 5.00 5.00 0.85 0.85 1.00 2.85 4.87 9.95 0.2 0.3 0.7 b8 B8 0.013 5.00 5.00 5.00 0.85 0.85 1.00 2.85 4.87 9.95 0.0 0.1 0.1 b9 B9 0.162 6.39 6.39 5.00 0.85 0.85 1.00 2.67 4.56 9.95 0.4 0.6 1.6 b10 B10 0.329 5.55 5.55 5.00 0.85 0.85 1.00 2.76 4.72 9.95 0.8 1.3 3.3 c1 C1 0.458 11.39 11.39 11.39 0.85 0.85 1.00 2.13 3.63 7.42 0.8 1.4 3.4 c2 C2 0.162 11.36 11.36 11.36 0.85 0.85 1.00 2.13 3.63 7.42 0.3 0.5 1.2 d1 D1 1.976 13.47 13.47 13.47 0.85 0.85 1.00 1.98 3.39 6.92 3.3 5.7 13.7 d2 D2 0.064 5.00 5.00 5.00 0.85 0.85 1.00 2.85 4.87 9.95 0.2 0.3 0.6 e1 E1 3.384 17.43 17.43 17.43 0.27 0.27 0.33 1.75 2.99 6.10 1.6 2.7 6.9 e2 E2 1.384 14.31 14.31 14.31 0.28 0.28 0.35 1.92 3.29 6.71 0.7 1.3 3.2 f1 F1 0.045 11.09 11.09 11.09 0.67 0.67 0.84 2.13 3.63 7.42 0.1 0.1 0.3 f2 F2 0.177 13.39 13.39 13.39 0.60 0.60 0.75 1.98 3.39 6.92 0.2 0.4 0.9 os1 OS1 0.484 12.50 12.50 12.50 0.83 0.83 1.00 2.02 3.45 7.04 0.8 1.4 3.4 os2 OS2 1.800 19.80 19.80 19.80 0.91 0.91 1.00 1.63 2.78 5.68 2.7 4.6 10.2 os3 OS3 0.468 13.59 13.59 13.59 0.25 0.25 0.31 1.95 3.34 6.82 0.2 0.4 1.0 total Total 19.416 17.43 17.43 17.43 0.85 0.85 1.00 1.75 2.99 6.10 28.9 49.3 118.4 Combined Basins DEVELOPED DIRECT RUNOFF COMPUTATIONS Intensity Flow The Quarry by Watermark F. Wegert November 10, 2020 Project: Calculations By: Date: Rational Equation: Q = CiA (Equation 6-1 per MHFD) Design Point Basin Area (acres) Runoff C Intensity, I from Fig. 3.4.1 Fort Collins Stormwater Manual Tc (Min) Page 4 of 4 Appendix B Hydraulic Calculations Preliminary Drainage Report November 10, 2020 Watermark Residential This section intentionally left blank. Hydraulic calculations will be completed during final design. Appendix C Canal Importation SWMM Model Project: Calc. By: Date: Description Max Flow at Conduit 43 570.75 cfs 547.38 cfs Max Hour at Conduit 43 0:49 6:01 Max Velocity at Conduit 43 2.61 ft/sec 2.61 ft/sec Description Avg Depth at Junction J43 3.42 ft 3.42 ft Max Depth at Junction J43 4.69 ft 4.69 ft Hour of Max Depth at Junction J43 1:19 1:19 Max Lateral Flow at Junction J43 219.95 cfs 230.62 cfs Max Total Inflow at Junction J43 546.24 cfs 546.25 cfs Hour of Max Inflow at Junction J43 1:15 1:15 F. Wegert November 10, 2020 RESULTS OF CANAL IMPORTATION SWMM MODEL ANALYSIS Quarry by Watermark Pre-Developed Pos-Developed Pre Post 43 APPENDIX C.1 City of Fort Collins Canal Importation SWMM Model Pre-Developed Analysis 100yr Canal Importation Hydrology Update.txt EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.012) -------------------------------------------------------------- WARNING 04: minimum elevation drop used for Conduit PP_2 WARNING 04: minimum elevation drop used for Conduit PP_3 WARNING 10: crest elevation raised to downstream invert for regulator Link Avery_Orifice WARNING 10: crest elevation raised to downstream invert for regulator Link 313out WARNING 02: maximum depth increased for Node A19 WARNING 02: maximum depth increased for Node A21 WARNING 02: maximum depth increased for Node A28 WARNING 02: maximum depth increased for Node Avery_LowFlow_3 WARNING 02: maximum depth increased for Node GC_2 WARNING 02: maximum depth increased for Node I10 WARNING 02: maximum depth increased for Node I12 WARNING 02: maximum depth increased for Node I13 WARNING 02: maximum depth increased for Node I17 WARNING 02: maximum depth increased for Node I2 WARNING 02: maximum depth increased for Node I3 WARNING 02: maximum depth increased for Node I3-1 WARNING 02: maximum depth increased for Node I4 WARNING 02: maximum depth increased for Node I5 WARNING 02: maximum depth increased for Node I6-3 WARNING 02: maximum depth increased for Node I6-4 WARNING 02: maximum depth increased for Node I7 WARNING 02: maximum depth increased for Node I8 WARNING 02: maximum depth increased for Node IB-1 WARNING 02: maximum depth increased for Node IB-3 WARNING 02: maximum depth increased for Node Inlet_Skyline WARNING 02: maximum depth increased for Node Inlet2_Skyline WARNING 02: maximum depth increased for Node 434 ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 169 Number of nodes ........... 345 Number of links ........... 328 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** Data Recording Name Data Source Type Interval ------------------------------------------------------------------------ 1 Rainfall_Data INTENSITY 5 min. ******************** Page 1 100yr Canal Importation Hydrology Update.txt Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ----------------------------------------------------------------------------------------------------------- 1 7.70 2236.00 45.00 2.0000 1 J1 2 30.60 2186.00 25.00 2.0000 1 J2 3 39.10 44256.00 40.00 2.0000 1 J3 4 22.20 2763.00 40.00 1.5000 1 J4 5 21.30 2650.00 50.00 1.0000 1 J5 6 6.90 1218.00 40.00 1.0000 1 859 7 18.40 814.00 10.00 1.0000 1 859 8 12.90 1863.00 45.00 2.0000 1 J8 9 12.80 9285.00 60.00 1.0000 1 J9 10 64.40 3028.00 20.00 2.0000 1 J10 11 23.10 3300.00 70.00 1.0000 1 313 12 18.00 2586.00 20.00 1.0000 1 12 13 2.90 2525.00 10.00 1.0000 1 313 14 3.30 625.00 45.00 2.0000 1 14 15 30.00 4356.00 25.00 2.0000 1 856 16 13.70 2385.00 45.00 2.0000 1 855 17 25.50 3968.00 45.00 1.0000 1 J17 18 51.10 5566.00 45.00 2.0000 1 854 19 9.60 1720.00 70.00 2.0000 1 319 20 28.60 3113.00 70.00 2.0000 1 853 21 22.20 2418.00 45.00 1.0000 1 J21 22 9.70 2352.00 60.00 2.0000 1 J22 24 5.00 2890.00 25.00 0.5000 1 J424 25 13.90 2016.00 45.00 2.0000 1 J25 26 21.80 2376.00 45.00 1.0000 1 J26 27 97.10 10573.00 45.00 2.0000 1 J27 28 58.40 6359.00 34.00 2.0000 1 J28 29 53.70 5849.00 45.00 2.4000 1 J29 30 27.40 4774.00 45.00 1.7000 1 J30 31 14.30 3110.00 10.00 1.0000 1 330 32 33.20 3168.00 45.00 2.0000 1 J32 33 6.70 1462.00 55.00 3.2000 1 J33 34 24.00 2090.00 30.00 3.3000 1 335 35 11.70 2548.00 10.00 1.6000 1 335 36 7.20 1250.00 70.00 2.0000 1 J36 37 3.10 672.00 70.00 2.1000 1 J137 38 2.30 1004.00 10.00 1.3000 1 337 39 7.30 1065.00 70.00 3.6000 1 J39 40 8.80 1280.00 10.00 2.0000 1 J40 41 15.00 1510.00 70.00 3.0000 1 241 42 45.10 4894.00 70.00 2.4000 1 244 43 26.80 3889.00 35.00 3.8000 1 J43 44 14.50 2108.00 40.00 2.0000 1 344 45 50.30 2193.00 20.00 2.0000 1 J45 46 81.00 3526.00 35.00 5.0000 1 J46 47 32.90 4778.00 45.00 1.5000 1 J47 48 49.80 5426.00 70.00 2.0000 1 J48 49 12.80 1857.00 45.00 2.0000 1 349 50 7.00 1820.00 30.00 8.5000 1 50 Page 2 100yr Canal Importation Hydrology Update.txt 51 4.40 1917.00 25.00 8.5000 1 51 52 135.00 3584.00 20.00 5.0000 1 J152 53 155.40 6982.00 10.00 2.1000 1 J53 54 33.70 4317.00 70.00 2.0000 1 867 55 10.90 2375.00 70.00 1.8000 1 J55 56 13.10 2853.00 45.00 1.6000 1 J56 57 11.60 2524.00 45.00 2.1000 1 J57 58 14.40 600.00 10.00 2.1000 1 358 59 55.20 6013.00 25.00 0.5000 1 J59 60 58.40 6358.00 45.00 2.5000 1 360 61 3.30 1417.00 10.00 4.0000 1 61 62 4.90 2150.00 45.00 2.0000 1 362 63 3.50 1210.00 10.00 4.4000 1 63 64 13.10 2855.00 45.00 2.9000 1 J64 65 8.20 905.00 20.00 1.0000 1 65 66 11.80 2568.00 50.00 2.0000 1 366 67 7.90 1682.00 60.00 2.0000 1 367 68 42.00 4574.00 35.00 2.0000 1 300 69 26.20 2852.00 45.00 3.0000 1 370 70 26.50 2887.00 40.00 3.0000 1 370 71 30.40 3309.00 45.00 1.8000 1 861 72 30.00 3268.00 45.00 1.9000 1 272 73 13.50 1468.00 45.00 1.7000 1 862 74 13.90 2020.00 45.00 2.0000 1 J74 75 32.80 3571.00 60.00 1.7000 1 J75 76 26.50 3605.00 45.00 1.9000 1 J76 81 10.30 1119.00 20.00 20.0000 1 J81 82 13.00 1182.00 20.00 20.9000 1 J82 83 19.60 1485.00 20.00 20.9000 1 J83 84 58.40 3633.00 20.00 20.0000 1 J84 85 18.50 2015.00 20.00 4.0000 1 J85 86 15.30 2221.00 40.00 3.8000 1 J86 87 5.60 1731.00 45.00 2.0000 1 J87 88 23.40 4481.00 20.00 1.9000 1 J88 89 18.00 2615.00 40.00 3.8000 1 J89 90 3.00 2615.00 20.00 7.1000 1 390 91 12.60 1371.00 10.00 5.4000 1 J191 92 18.00 2615.00 45.00 3.7000 1 J92 93 7.60 1105.00 45.00 3.0000 1 J93 94 7.90 1718.00 45.00 2.4000 1 J94 95 33.00 2450.00 20.00 2.7000 1 J95 96 10.30 8971.00 20.00 1.3000 1 396 97 13.40 7930.00 20.00 1.7000 1 395 98 2.80 2440.00 90.00 1.0000 1 399 99 12.00 1400.00 23.00 1.5000 1 299 108 8.80 1536.00 70.00 2.0000 1 J108 109 14.70 2156.00 45.00 2.0000 1 J711 110 18.50 2688.00 45.00 2.0000 1 110 111 24.60 21432.00 95.00 6.0000 1 311 112 11.10 2420.00 45.00 2.5000 1 J712 113 13.50 1469.00 45.00 1.6000 1 J713 114 14.10 3070.00 50.00 1.6000 1 J714 115 20.10 2920.00 70.00 0.7000 1 J715 Page 3 100yr Canal Importation Hydrology Update.txt 116 7.70 1118.00 70.00 1.0000 1 318 117 11.20 2439.00 70.00 0.7000 1 317 118 3.30 2875.00 70.00 1.0000 1 118 119 24.60 2268.00 45.00 2.0000 1 119_storage 120 34.40 3745.00 45.00 1.0000 1 J720 121 3.70 3050.00 65.00 1.3000 1 J721 122 5.40 3338.00 55.00 1.4000 1 J722 123 4.50 4900.00 10.00 20.0000 1 123 124 6.20 5400.00 24.00 7.1000 1 924 130 2.80 2443.00 15.00 20.0000 1 130 131 1.50 1307.00 10.00 11.0000 1 131 132 14.50 2115.00 45.00 3.7000 1 132 133 33.30 3631.00 45.00 2.2000 1 J733 134 30.90 4491.00 45.00 2.2000 1 334 135 127.90 15915.00 45.00 2.0000 1 J838 138 72.10 8969.00 45.00 1.1000 1 J38 139 51.20 2715.00 10.00 1.3000 1 139 140 56.80 2448.00 20.00 1.0000 1 140 141 6.30 1376.00 60.00 2.0000 1 941 142 11.50 2215.00 20.00 6.0000 1 142 143 8.40 840.00 30.00 3.0000 1 143 195 28.90 3015.00 15.00 2.7000 1 J95 219 23.80 3300.00 45.00 2.0000 1 J719 222 4.70 1025.00 10.00 1.0000 1 322 224 6.40 2074.00 15.00 1.5000 1 324 295 10.60 909.00 15.00 4.6000 1 J95 423 0.90 197.00 40.00 3.0000 1 J423 433 1.20 217.00 50.00 3.0000 1 J433 495 5.40 2348.00 80.00 4.3000 1 395 503 0.60 136.00 90.00 1.0000 1 J123 506 2.40 2667.00 50.00 3.0000 1 J506 507 3.70 4002.00 50.00 3.0000 1 J507 508 2.10 2321.00 50.00 3.0000 1 J508 509 0.90 262.00 35.00 1.4000 1 509 513 2.80 407.00 45.00 1.0000 1 J513 519 1.60 237.00 40.00 2.0000 1 J519 520 1.70 500.00 30.00 5.0000 1 J520 523 3.10 447.00 50.00 2.8000 1 J523 529 0.70 196.00 95.00 2.0000 1 J529 530 2.50 732.00 30.00 5.0000 1 J530 533 5.80 836.00 50.00 2.0000 1 J533 539 1.20 342.00 50.00 3.0000 1 J539 540 9.70 1410.00 50.00 1.5000 1 J540 543 3.20 468.00 50.00 3.0000 1 J543_US 549 4.00 577.00 45.00 1.2000 1 J549 550 5.70 822.00 50.00 2.5000 1 J550 553 8.00 1164.00 30.00 3.0000 1 850 559 0.90 269.00 75.00 2.5000 1 J559 560 4.30 628.00 50.00 1.5000 1 J560 563 1.50 216.00 75.00 2.0000 1 J563 569 3.40 493.00 50.00 2.5000 1 J569 570 2.30 332.00 50.00 2.0000 1 J570 573 0.90 135.00 50.00 2.0000 1 J573 Page 4 100yr Canal Importation Hydrology Update.txt 577 7.00 7572.00 50.00 3.0000 1 J577 578 10.30 2985.00 5.00 2.0000 1 863 579 2.80 404.00 50.00 3.0000 1 J579 580 7.20 1040.00 50.00 1.3000 1 J580 583 2.00 284.00 50.00 2.6000 1 J583 587 3.90 4264.00 55.00 3.0000 1 J587 588 8.90 2577.00 15.00 2.3000 1 378 589 15.60 2270.00 50.00 2.4000 1 J589 593 2.80 601.00 60.00 2.0000 1 J593 597 11.10 12074.00 50.00 3.0000 1 J597 598 1.70 491.00 70.00 2.3000 1 J598 720 4.60 500.00 70.00 2.0000 1 220 820 7.50 820.00 70.00 2.0000 1 220 978 10.80 3126.00 55.00 2.0000 1 J878 ************ Node Summary ************ Invert Max. Ponded External Name Type Elev. Depth Area Inflow ------------------------------------------------------------------------------- 205 JUNCTION 5065.00 15.40 0.0 220 JUNCTION 5064.00 9.00 0.0 241 JUNCTION 5020.00 9.00 0.0 Yes 242 JUNCTION 5010.00 17.00 0.0 244 JUNCTION 5016.00 9.00 0.0 272 JUNCTION 5076.00 10.00 0.0 276 JUNCTION 5062.00 9.00 0.0 290 JUNCTION 5122.50 20.00 0.0 300 JUNCTION 5104.00 7.00 0.0 302 JUNCTION 5111.79 10.00 0.0 303 JUNCTION 5111.79 10.00 0.0 306 JUNCTION 5112.20 15.00 0.0 311 JUNCTION 5032.00 8.40 0.0 536 JUNCTION 5052.20 7.00 0.0 621 JUNCTION 5054.90 5.70 0.0 622 JUNCTION 5032.00 5.70 0.0 636 JUNCTION 5054.90 5.40 0.0 638 JUNCTION 5078.00 10.40 0.0 850 JUNCTION 5050.64 5.00 0.0 852 JUNCTION 5049.12 3.75 0.0 853 JUNCTION 5066.00 9.00 0.0 854 JUNCTION 5084.00 12.00 0.0 855 JUNCTION 5092.00 9.00 0.0 856 JUNCTION 5104.00 8.00 0.0 859 JUNCTION 5052.00 10.00 0.0 860 JUNCTION 5102.00 7.00 0.0 Yes 861 JUNCTION 5080.00 15.00 0.0 862 JUNCTION 5072.00 9.00 0.0 863 JUNCTION 5056.00 9.00 0.0 864 JUNCTION 5030.00 8.00 0.0 867 JUNCTION 5114.00 17.00 0.0 Page 5 100yr Canal Importation Hydrology Update.txt 869 JUNCTION 5052.34 8.00 0.0 870 JUNCTION 5043.53 14.50 0.0 871 JUNCTION 5041.50 18.93 0.0 872 JUNCTION 5040.57 21.68 0.0 873 JUNCTION 5039.82 20.40 0.0 874 JUNCTION 5047.71 9.50 0.0 879 JUNCTION 5050.00 10.00 0.0 995 JUNCTION 5046.00 18.00 0.0 A01 JUNCTION 5037.00 13.54 0.0 A02 JUNCTION 5037.10 18.97 0.0 A03 JUNCTION 5037.13 24.12 0.0 A04 JUNCTION 5037.26 32.00 0.0 A05 JUNCTION 5038.14 29.50 0.0 A06 JUNCTION 5038.51 27.00 0.0 A07 JUNCTION 5039.01 24.50 0.0 A08 JUNCTION 5039.12 23.00 0.0 A09 JUNCTION 5039.25 22.18 0.0 A10 JUNCTION 5039.27 23.17 0.0 A11 JUNCTION 5039.42 22.00 0.0 A14 JUNCTION 5041.05 20.91 0.0 A15 JUNCTION 5041.22 20.12 0.0 A16a JUNCTION 5041.62 17.40 100.0 A17 JUNCTION 5041.99 14.83 0.0 A19 JUNCTION 5043.40 15.61 0.0 A21 JUNCTION 5043.67 19.36 0.0 A22 JUNCTION 5044.08 16.00 0.0 A23 JUNCTION 5044.40 17.10 0.0 A24 JUNCTION 5044.52 17.50 0.0 A25 JUNCTION 5045.22 16.30 0.0 A26 JUNCTION 5045.66 13.73 0.0 A27 JUNCTION 5045.89 13.11 0.0 A28 JUNCTION 5045.87 18.00 0.0 A30 JUNCTION 5046.70 8.30 0.0 A31 JUNCTION 5048.02 16.00 0.0 Avery_LowFlow_1 JUNCTION 5044.65 3.50 0.0 Avery_LowFlow_2 JUNCTION 5045.53 2.87 0.0 Avery_LowFlow_3 JUNCTION 5046.53 1.25 0.0 Avery_Outlet JUNCTION 5048.69 6.85 0.0 GC_2 JUNCTION 5049.77 9.00 0.0 GC_3 JUNCTION 5050.44 9.00 0.0 GC_5 JUNCTION 5055.30 5.00 0.0 I10 JUNCTION 5054.71 10.90 0.0 I12 JUNCTION 5047.41 11.58 0.0 I12-1 JUNCTION 5044.40 13.95 0.0 I13 JUNCTION 5052.58 10.39 0.0 I17 JUNCTION 5046.32 18.62 0.0 I17-1 JUNCTION 5045.79 13.71 0.0 I2 JUNCTION 5051.06 16.12 0.0 I2-1 JUNCTION 5050.58 11.56 0.0 I3 JUNCTION 5052.69 13.18 0.0 I3-1 JUNCTION 5055.07 13.54 0.0 I4 JUNCTION 5051.35 13.54 0.0 I5 JUNCTION 5055.81 10.70 0.0 Page 6 100yr Canal Importation Hydrology Update.txt I6-1 JUNCTION 5048.29 12.35 0.0 I6-2 JUNCTION 5049.44 5.80 0.0 I6-3 JUNCTION 5049.88 5.00 0.0 I6-4 JUNCTION 5049.98 9.70 0.0 I7 JUNCTION 5056.67 10.10 0.0 I7-1 JUNCTION 5053.03 9.22 0.0 I8 JUNCTION 5055.00 10.90 0.0 IB-1 JUNCTION 5050.50 10.00 0.0 IB-3 JUNCTION 5047.33 9.80 0.0 Inlet_Skyline JUNCTION 5049.50 8.50 0.0 Inlet2_Skyline JUNCTION 5049.50 8.50 0.0 J1 JUNCTION 5110.00 5.40 0.0 J10 JUNCTION 5148.00 5.00 0.0 J101 JUNCTION 5108.00 5.40 0.0 J102 JUNCTION 5084.00 15.00 0.0 J103 JUNCTION 5072.00 15.00 0.0 J105 JUNCTION 5054.50 16.50 0.0 J108 JUNCTION 5069.00 5.40 0.0 J110 JUNCTION 5117.80 7.20 0.0 J113 JUNCTION 5110.00 8.00 0.0 J115 JUNCTION 5096.00 9.00 0.0 J116 JUNCTION 5086.00 8.00 0.0 J117 JUNCTION 5093.00 5.40 0.0 J118 JUNCTION 5076.00 9.00 0.0 J120 JUNCTION 5061.00 5.00 0.0 J121 JUNCTION 5066.00 1.00 0.0 J123 JUNCTION 5060.00 5.00 0.0 J125 JUNCTION 5114.00 10.40 0.0 J127 JUNCTION 5076.00 7.00 0.0 J135 JUNCTION 5034.90 9.00 0.0 J137 JUNCTION 5051.50 8.00 0.0 J139 JUNCTION 5034.00 12.00 0.0 J148 JUNCTION 5067.00 6.00 0.0 J149 JUNCTION 5114.00 5.40 0.0 Yes J152 JUNCTION 5206.00 5.00 0.0 J153 JUNCTION 5132.00 17.00 0.0 J155 JUNCTION 5133.00 5.40 0.0 J158 JUNCTION 5142.00 4.00 0.0 J159 JUNCTION 5114.00 9.00 0.0 J167 JUNCTION 5114.00 7.00 0.0 J17 JUNCTION 5103.00 5.40 0.0 J181 JUNCTION 5216.00 15.00 0.0 J183 JUNCTION 5194.00 10.00 0.0 J184 JUNCTION 5212.00 10.00 0.0 J189 JUNCTION 5148.00 5.40 0.0 J190 JUNCTION 5125.50 12.50 0.0 J191 JUNCTION 5120.80 9.00 0.0 J2 JUNCTION 5090.00 15.40 0.0 J21 JUNCTION 5073.00 10.00 0.0 J22 JUNCTION 5062.00 10.00 0.0 J25 JUNCTION 5122.00 5.40 0.0 J26 JUNCTION 5126.00 5.40 0.0 J27 JUNCTION 5088.00 7.00 0.0 Page 7 100yr Canal Importation Hydrology Update.txt J28 JUNCTION 5077.00 8.00 0.0 J29 JUNCTION 5086.00 7.00 0.0 J3 JUNCTION 5078.00 15.00 0.0 J30 JUNCTION 5102.00 5.40 0.0 J32 JUNCTION 5076.00 5.40 0.0 J326north JUNCTION 5114.00 5.40 0.0 J326west JUNCTION 5108.00 17.00 0.0 J33 JUNCTION 5062.00 10.00 0.0 J34 JUNCTION 5145.00 5.40 0.0 J36 JUNCTION 5058.00 5.40 0.0 J38 JUNCTION 5094.00 5.40 0.0 J39 JUNCTION 5045.70 15.00 0.0 J390 JUNCTION 5154.00 10.00 0.0 J4 JUNCTION 5078.00 5.40 0.0 J40 JUNCTION 5032.00 9.00 0.0 Yes J418 JUNCTION 5052.00 5.00 0.0 Yes J423 JUNCTION 5055.45 10.00 0.0 J424 JUNCTION 5057.50 3.00 0.0 J43 JUNCTION 5004.00 11.00 0.0 J433 JUNCTION 5055.45 10.00 0.0 J45 JUNCTION 5156.00 5.00 0.0 J46 JUNCTION 5138.40 5.00 0.0 J47 JUNCTION 5117.00 5.40 0.0 J48 JUNCTION 5127.00 5.40 0.0 J5 JUNCTION 5077.00 5.40 0.0 J506 JUNCTION 5066.50 10.00 0.0 J507 JUNCTION 5064.00 10.00 0.0 J508 JUNCTION 5069.00 10.00 0.0 J513 JUNCTION 5061.57 10.00 0.0 J519 JUNCTION 5052.00 3.00 0.0 J520 JUNCTION 5054.00 3.00 0.0 J523 JUNCTION 5064.25 10.00 0.0 J529 JUNCTION 5054.00 5.40 0.0 J53 JUNCTION 5158.00 6.00 0.0 J530 JUNCTION 5054.00 3.00 0.0 J533 JUNCTION 5066.00 10.00 0.0 J539 JUNCTION 5054.00 5.00 0.0 J540 JUNCTION 5059.50 10.00 0.0 J543 JUNCTION 5051.70 9.50 0.0 J543_US JUNCTION 5056.50 10.00 0.0 J549 JUNCTION 5053.40 10.00 0.0 J55 JUNCTION 5142.00 5.40 0.0 J550 JUNCTION 5061.00 10.00 0.0 J559 JUNCTION 5055.75 10.00 0.0 J56 JUNCTION 5121.00 5.40 0.0 J560 JUNCTION 5060.00 10.00 0.0 J563 JUNCTION 5055.50 10.00 0.0 J569 JUNCTION 5055.95 10.00 0.0 J57 JUNCTION 5112.00 5.40 0.0 J570 JUNCTION 5060.00 10.00 0.0 J573 JUNCTION 5054.60 10.00 0.0 J577 JUNCTION 5068.00 10.00 0.0 J579 JUNCTION 5060.00 10.00 0.0 Page 8 100yr Canal Importation Hydrology Update.txt J580 JUNCTION 5063.00 10.00 0.0 J583 JUNCTION 5054.72 10.00 0.0 J587 JUNCTION 5070.00 10.00 0.0 J589 JUNCTION 5072.00 10.00 0.0 J59 JUNCTION 5130.00 4.00 0.0 J593 JUNCTION 5061.40 5.00 0.0 J597 JUNCTION 5068.00 10.00 0.0 J598 JUNCTION 5055.00 10.00 0.0 J64 JUNCTION 5113.50 5.40 0.0 J709 JUNCTION 5034.50 15.00 0.0 J711 JUNCTION 5049.00 15.00 0.0 J712 JUNCTION 5064.00 5.70 0.0 J713 JUNCTION 5048.00 5.70 0.0 J714 JUNCTION 5057.00 5.70 0.0 J715 JUNCTION 5046.00 5.50 0.0 J719 JUNCTION 5037.70 15.25 0.0 J720 JUNCTION 5045.00 5.40 0.0 J721 JUNCTION 5058.00 5.70 0.0 J722 JUNCTION 5052.20 5.70 0.0 J733 JUNCTION 5055.75 5.40 0.0 J74 JUNCTION 5071.00 5.40 0.0 J75 JUNCTION 5074.00 5.40 0.0 J76 JUNCTION 5082.00 5.40 0.0 J8 JUNCTION 5067.00 5.40 0.0 J81 JUNCTION 5298.00 15.00 0.0 J82 JUNCTION 5278.00 10.00 0.0 J83 JUNCTION 5267.00 5.00 0.0 J838 JUNCTION 5057.00 10.40 0.0 J84 JUNCTION 5324.00 10.00 0.0 J85 JUNCTION 5182.00 10.00 0.0 J86 JUNCTION 5178.00 5.40 0.0 J87 JUNCTION 5166.00 5.40 0.0 J878 JUNCTION 5060.00 4.00 0.0 J88 JUNCTION 5164.00 10.00 0.0 J89 JUNCTION 5192.00 5.40 0.0 J9 JUNCTION 5090.00 10.00 0.0 J92 JUNCTION 5134.00 5.40 0.0 J93 JUNCTION 5126.00 5.40 0.0 J94 JUNCTION 5134.00 5.40 0.0 J944 JUNCTION 5045.00 6.00 0.0 J945 JUNCTION 5035.50 15.00 0.0 Yes J95 JUNCTION 5144.00 15.00 0.0 PP_1 JUNCTION 5043.70 7.30 0.0 PP_2 JUNCTION 5037.50 16.00 0.0 PP_3 JUNCTION 5037.50 14.10 0.0 PP_4 JUNCTION 5037.50 17.00 0.0 Skyline_EX-2 JUNCTION 5052.48 8.00 0.0 U-1 JUNCTION 5048.45 10.50 0.0 U-2 JUNCTION 5048.34 6.09 0.0 U-3 JUNCTION 5047.34 6.90 0.0 414_dummy JUNCTION 5036.97 40.00 0.0 278_dummy JUNCTION 5047.18 10.00 0.0 719_dummy JUNCTION 5035.92 15.25 0.0 Page 9 100yr Canal Importation Hydrology Update.txt J151 JUNCTION 5100.00 5.40 0.0 Yes 410 JUNCTION 5050.00 5.00 0.0 Yes 290_dummy JUNCTION 5122.49 17.00 0.0 861_dummy JUNCTION 5079.00 15.00 0.0 278_outfall OUTFALL 5047.08 0.00 0.0 299_outfall OUTFALL 5116.00 0.00 0.0 311_outfall OUTFALL 5031.00 0.00 0.0 317_outfall OUTFALL 5046.00 0.00 0.0 318_outfall OUTFALL 5036.00 0.00 0.0 32_outfall OUTFALL 5056.00 5.40 0.0 349_outfall OUTFALL 5110.00 0.00 0.0 356_outfall OUTFALL 5109.00 0.00 0.0 360_outfall OUTFALL 5105.90 0.00 0.0 362_outfall OUTFALL 5105.90 0.00 0.0 364_outfall OUTFALL 5106.00 0.00 0.0 378_outfall OUTFALL 0.00 0.00 0.0 414 OUTFALL 5036.00 0.00 0.0 424_outfall OUTFALL 5052.00 3.00 0.0 426_spill OUTFALL 5043.00 0.00 0.0 Yes 427_spill OUTFALL 5040.00 0.00 0.0 Yes 428_spill OUTFALL 5044.00 5.00 0.0 429_spill OUTFALL 0.00 0.00 0.0 Yes 430 OUTFALL 0.00 0.00 0.0 Yes 441_spill OUTFALL 0.00 0.00 0.0 Yes 442_spill OUTFALL 0.00 0.00 0.0 Yes 444_spill OUTFALL 0.00 0.00 0.0 Yes 445_spill OUTFALL 0.00 0.00 0.0 Yes 446_spill OUTFALL 0.00 0.00 0.0 Yes 452_spill OUTFALL 0.00 0.00 0.0 Yes 47_outfall OUTFALL 5112.00 5.40 0.0 48_outfall OUTFALL 5113.00 5.40 0.0 519out OUTFALL 5050.00 3.00 0.0 520_outfall OUTFALL 5048.00 3.00 0.0 521 OUTFALL 5052.90 1.00 0.0 522 OUTFALL 5043.90 0.55 0.0 529out OUTFALL 5050.00 5.40 0.0 530_outfall OUTFALL 5050.00 3.00 0.0 534 OUTFALL 5044.00 10.00 0.0 538 OUTFALL 5078.00 1.10 0.0 549_outfall OUTFALL 5047.50 7.00 0.0 57_outfall OUTFALL 5110.00 5.40 0.0 634 OUTFALL 5044.10 0.75 0.0 712_outfall OUTFALL 5052.00 5.70 0.0 713_outfall OUTFALL 5044.00 5.70 0.0 714_outfall OUTFALL 5052.00 5.70 0.0 715_outfall OUTFALL 5042.00 5.50 0.0 719_outfall OUTFALL 5035.82 0.00 0.0 720_outfall OUTFALL 5042.00 5.40 0.0 733_outfall OUTFALL 5050.00 5.40 0.0 8_outfall OUTFALL 5054.00 5.40 0.0 802 OUTFALL 5052.00 3.00 0.0 838_outfall OUTFALL 5046.00 10.40 0.0 924 OUTFALL 0.00 0.00 0.0 Yes Page 10 100yr Canal Importation Hydrology Update.txt 941 OUTFALL 5044.00 0.00 0.0 Yes SpringCreekOutfall OUTFALL 5000.00 8.00 0.0 407 OUTFALL 0.00 0.00 0.0 Yes 408 OUTFALL 0.00 0.00 0.0 Yes 301 DIVIDER 5111.80 10.00 0.0 438 DIVIDER 5079.00 10.00 0.0 434 DIVIDER 5045.00 10.75 0.0 421 DIVIDER 5053.00 10.00 0.0 422 DIVIDER 5044.00 5.70 0.0 436 DIVIDER 5055.00 5.40 0.0 119_storage STORAGE 5039.93 7.07 0.0 304 STORAGE 5051.00 10.00 0.0 308 STORAGE 5067.12 6.00 0.0 310 STORAGE 5120.40 7.60 0.0 313 STORAGE 5098.00 16.40 0.0 Yes 315 STORAGE 5099.60 4.96 0.0 316 STORAGE 5089.00 4.20 0.0 317 STORAGE 5048.12 3.00 0.0 318 STORAGE 5044.80 5.20 0.0 319 STORAGE 5074.00 5.00 0.0 322 STORAGE 5048.02 15.98 0.0 324 STORAGE 5043.70 8.30 0.0 326 STORAGE 5102.36 11.64 0.0 328 STORAGE 5060.40 7.60 0.0 330 STORAGE 5049.86 10.14 0.0 334 STORAGE 5046.00 4.80 0.0 335 STORAGE 5034.94 10.00 0.0 Yes 337 STORAGE 5034.00 3.00 0.0 338 STORAGE 5079.05 5.43 0.0 344 STORAGE 5076.00 4.21 0.0 345 STORAGE 5138.50 2.93 0.0 347 STORAGE 5112.50 9.00 0.0 349 STORAGE 5113.00 1.50 0.0 353 STORAGE 5134.60 7.40 0.0 356 STORAGE 5109.60 4.90 0.0 358 STORAGE 5143.40 7.32 0.0 360 STORAGE 5107.60 4.80 0.0 362 STORAGE 5108.00 2.75 0.0 364 STORAGE 5106.95 3.24 0.0 366 STORAGE 5115.00 4.30 0.0 367 STORAGE 5117.00 12.01 0.0 368 STORAGE 5092.00 4.00 0.0 370 STORAGE 5083.60 8.08 0.0 Yes 378 STORAGE 5048.65 6.90 0.0 390 STORAGE 5133.00 7.00 0.0 395 STORAGE 5112.90 5.00 0.0 396 STORAGE 5111.90 7.00 0.0 399 STORAGE 5109.90 6.00 0.0 299 STORAGE 5122.00 4.00 0.0 ************ Link Summary Page 11 100yr Canal Importation Hydrology Update.txt ************ Name From Node To Node Type Length %Slope Roughness --------------------------------------------------------------------------------------------- 1 J1 J101 CONDUIT 450.0 0.4444 0.0160 10 J10 310 CONDUIT 1500.0 1.8403 0.0400 102_overflow J102 J3 CONDUIT 540.0 1.1112 0.0160 102_pipe J102 J3 CONDUIT 540.0 1.1112 0.0130 103_overflow J103 205 CONDUIT 860.0 0.8140 0.0160 104_overflow 205 J105 CONDUIT 720.0 1.2501 0.0160 104_pipe 205 J105 CONDUIT 720.0 1.4585 0.0130 105_overflow J105 859 CONDUIT 980.0 1.2246 0.0160 105_pipe J105 859 CONDUIT 980.0 0.2551 0.0130 110_overflow J110 313 CONDUIT 530.0 3.3982 0.0400 110_pipe J110 313 CONDUIT 530.0 2.9825 0.0130 115_overflow J115 855 CONDUIT 250.0 1.6002 0.0600 115_pipe J115 855 CONDUIT 250.0 1.6002 0.0130 123a J123 995 CONDUIT 200.0 0.5000 0.0160 123b J123 A28 CONDUIT 200.0 0.5650 0.0160 4 J4 205 CONDUIT 680.0 0.4412 0.0160 5 J5 205 CONDUIT 630.0 0.3175 0.0160 8 J8 8_outfall CONDUIT 420.0 3.0967 0.0130 9 J9 A21 CONDUIT 2600.0 1.2297 0.0160 15 856 315 CONDUIT 600.0 0.7334 0.0400 17 J17 J117 CONDUIT 1390.0 0.7194 0.0160 20 853 220 CONDUIT 570.0 0.3509 0.0400 21 J21 J121 CONDUIT 680.0 1.0295 0.0160 22 J22 J120 CONDUIT 10.0 10.0504 0.0160 24 852 324 CONDUIT 25.0 0.4800 0.0130 25 J25 J125 CONDUIT 500.0 1.6002 0.0160 26 J26 J326north CONDUIT 700.0 1.7145 0.0160 27 J27 J127 CONDUIT 1110.0 1.0811 0.0350 29 J29 328 CONDUIT 1390.0 1.8420 0.0400 30 J30 330 CONDUIT 2420.0 2.1550 0.0160 32 J32 32_outfall CONDUIT 680.0 2.9424 0.0160 33 J33 U-1 CONDUIT 150.0 5.3744 0.0160 36 J36 436 CONDUIT 750.0 0.4000 0.0160 37 536 J137 CONDUIT 390.0 0.1795 0.0130 38 J38 338 CONDUIT 1000.0 1.4952 0.0160 39 J39 J139 CONDUIT 360.0 3.2517 0.0130 40 J40 864 CONDUIT 410.0 0.4878 0.0350 42 244 242 CONDUIT 910.0 0.6594 0.0600 43 J43 SpringCreekOutfall CONDUIT 920.0 0.4348 0.0600 45 J45 345 CONDUIT 100.0 17.7743 0.0350 46 J46 347 CONDUIT 1550.0 1.4130 0.0350 47 J47 47_outfall CONDUIT 1100.0 0.4546 0.0160 48 J48 48_outfall CONDUIT 1700.0 0.8236 0.0160 53 J53 353 CONDUIT 1700.0 1.3766 0.0400 54 867 J326west CONDUIT 890.0 0.6742 0.0350 55 J55 J155 CONDUIT 700.0 1.2858 0.0160 56 J56 356 CONDUIT 550.0 2.0732 0.0160 57 J57 57_outfall CONDUIT 400.0 0.5000 0.0160 59 J59 J159 CONDUIT 800.0 2.0004 0.0350 64 J64 364 CONDUIT 570.0 1.0790 0.0160 Page 12 100yr Canal Importation Hydrology Update.txt 68 300 368 CONDUIT 850.0 1.4119 0.0350 73 862 276 CONDUIT 650.0 1.5386 0.0350 74 J74 276 CONDUIT 700.0 1.2858 0.0160 75 J75 276 CONDUIT 700.0 1.7145 0.0160 76 J76 276 CONDUIT 2000.0 1.0001 0.0160 81 J81 J181 CONDUIT 750.0 10.9993 0.0400 82 J82 J183 CONDUIT 600.0 14.1393 0.0400 83 J83 J183 CONDUIT 800.0 9.1632 0.0400 84 J84 J184 CONDUIT 960.0 11.7469 0.0400 85 J85 J390 CONDUIT 910.0 3.0784 0.0400 86 J86 390 CONDUIT 400.0 7.5212 0.0160 87 J87 J34 CONDUIT 660.0 3.1834 0.0160 88 J88 290 CONDUIT 1350.0 2.3340 0.0400 89 J89 J189 CONDUIT 1170.0 3.7633 0.0160 92 J92 396 CONDUIT 700.0 3.1587 0.0160 93 J93 395 CONDUIT 400.0 3.2768 0.0160 94 J94 395 CONDUIT 500.0 4.2238 0.0160 95 J95 395 CONDUIT 1860.0 1.6723 0.0400 101 J101 J2 CONDUIT 550.0 1.4547 0.0160 103 J103 205 CONDUIT 860.0 0.8140 0.0130 108 J108 308 CONDUIT 400.0 0.4700 0.0160 113 J113 856 CONDUIT 670.0 0.8956 0.0400 116 J116 854 CONDUIT 390.0 -0.5128 0.0400 117 J117 854 CONDUIT 260.0 1.9234 0.0160 118 J118 853 CONDUIT 930.0 1.0753 0.0400 120 J120 J123 CONDUIT 200.0 0.5000 0.0160 121 J121 J120 CONDUIT 430.0 1.1629 0.0350 125 J125 326 CONDUIT 300.0 3.3485 0.0160 126 860 J27 CONDUIT 870.0 1.6094 0.0350 127 J127 328 CONDUIT 1250.0 1.2481 0.0350 135 J135 J40 CONDUIT 490.0 0.5918 0.0160 136 636 241 CONDUIT 1860.0 1.8767 0.0160 137 J137 337 CONDUIT 310.0 4.3590 0.0130 138 638 J838 CONDUIT 2100.0 1.0001 0.0160 139 J139 864 CONDUIT 450.0 0.8889 0.0600 140 864 241 CONDUIT 730.0 1.3700 0.0350 141 241 244 CONDUIT 910.0 0.4396 0.0350 142 242 J43 CONDUIT 850.0 0.7059 0.0350 148 J148 J105 CONDUIT 200.0 1.2501 0.0130 149 J149 861 CONDUIT 2250.0 1.4224 0.0160 151 J151 J38 CONDUIT 400.0 1.5002 0.0160 152 J152 J53 CONDUIT 2400.0 2.0004 0.0100 153 J153 867 CONDUIT 1200.0 1.5002 0.0350 155 J155 J56 CONDUIT 670.0 1.7913 0.0160 158 J158 J59 CONDUIT 900.0 1.3335 0.0350 159 J159 360 CONDUIT 700.0 0.5714 0.0350 16_overflow 855 316 CONDUIT 190.0 3.6867 0.0600 16_pipe 855 316 CONDUIT 190.0 1.5791 0.0130 167_overflow J167 300 CONDUIT 600.0 1.6669 0.0350 167_pipe J167 300 CONDUIT 600.0 1.6669 0.0130 171 861 272 CONDUIT 700.0 0.5714 0.0350 172 272 862 CONDUIT 650.0 0.6154 0.0350 176 276 863 CONDUIT 1040.0 0.5769 0.0350 Page 13 100yr Canal Importation Hydrology Update.txt 18_overflow 854 J118 CONDUIT 720.0 1.1112 0.0600 18_pipe 854 J118 CONDUIT 720.0 1.1112 0.0130 181 J181 J95 CONDUIT 2090.0 3.4470 0.0400 183 J183 J88 CONDUIT 700.0 4.2897 0.0400 184 J184 J85 CONDUIT 720.0 4.1703 0.0400 187 J34 302 CONDUIT 610.0 5.4523 0.0160 188_overflow 290_dummy 306 CONDUIT 610.0 2.0480 0.0160 188_pipe 290_dummy 306 CONDUIT 610.0 1.6871 0.0130 189 J189 J94 CONDUIT 610.0 2.2957 0.0160 190 J190 290 CONDUIT 180.0 1.6669 0.0130 191_overflow J191 396 CONDUIT 370.0 0.2432 0.0350 191_pipe J191 396 CONDUIT 370.0 -0.5676 0.0130 2_overflow J2 J102 CONDUIT 550.0 1.0910 0.0160 2_pipe J2 J102 CONDUIT 550.0 1.0910 0.0130 220-322 220 322 CONDUIT 25.0 83.1166 0.0130 24-Skyline_Plum_Overflow_A Inlet_Skyline 324 CONDUIT 25.0 4.0032 0.0160 24-Skyline_Plum_Overflow_B Inlet2_Skyline 324 CONDUIT 25.0 4.0032 0.0160 278 874 278_dummy CONDUIT 6.7 7.8997 0.0130 278_dummy 278_dummy 278_outfall CONDUIT 1.0 10.0504 0.0100 28_overflow J28 328 CONDUIT 1230.0 1.2684 0.0600 28_pipe J28 328 CONDUIT 1230.0 1.0244 0.0130 283 A17 A16a CONDUIT 228.0 0.1535 0.0130 285 872 873 CONDUIT 284.5 0.2636 0.0130 287 A19 I12 CONDUIT 1000.0 0.4020 0.0160 288 IB-3 874 CONDUIT 34.0 0.6471 0.0160 290_to_290_dummy 290 290_dummy CONDUIT 1.0 1.0001 0.0100 3_overflow J3 J103 CONDUIT 595.0 1.0085 0.0160 3_pipe J3 J103 CONDUIT 595.0 1.0085 0.0130 301-302dummy 301 302 CONDUIT 10.0 14.7581 0.0160 302-395dummy 302 395 CONDUIT 400.0 -0.2775 0.0100 303 301 303 CONDUIT 1.0 1.0001 0.0130 303-300dummy 303 300 CONDUIT 400.0 1.9479 0.0100 326dummyNorth J326north 326 CONDUIT 400.0 2.9112 0.0010 326dummyWest J326west 326 CONDUIT 400.0 1.4101 0.0010 390dummy J390 390 CONDUIT 400.0 5.2573 0.0010 396dummy 306 396 CONDUIT 400.0 0.0750 0.0010 414_dummy 414_dummy 414 CONDUIT 10.0 9.7460 0.0100 418 J418 324 CONDUIT 400.0 2.0754 0.0130 421_to_621_dummy 421 621 CONDUIT 10.0 1.0001 0.0160 422_to_622_dummy 422 622 CONDUIT 20.0 76.9812 0.0160 423 GC_5 850 CONDUIT 775.0 0.6013 0.0400 424 J424 424_outfall CONDUIT 200.0 2.7510 0.0200 428 410 428_spill CONDUIT 1100.0 0.5455 0.0600 433 J433 GC_5 CONDUIT 25.0 0.6000 0.0350 434_to_534_dummy 434 534 CONDUIT 10.0 17.7743 0.0100 436_to_636_dummy 436 636 CONDUIT 1.0 10.0504 0.0160 438_to_138_dummy 438 638 CONDUIT 10.0 25.8199 0.0160 442_dummy 311 311_outfall CONDUIT 400.0 0.2500 0.0100 469 869 J549 CONDUIT 225.0 -0.4711 0.0300 506 J506 I3-1 CONDUIT 475.0 0.6084 0.0160 507 J507 I2 CONDUIT 375.0 0.4853 0.0160 508 J508 I3 CONDUIT 375.0 2.1685 0.0160 513 J513 A28 CONDUIT 360.0 0.7500 0.0200 Page 14 100yr Canal Importation Hydrology Update.txt 519 J519 519out CONDUIT 100.0 2.0004 0.0350 520 J520 520_outfall CONDUIT 40.0 15.1717 0.0350 521 421 521 CONDUIT 10.0 1.0001 0.0100 522 422 522 CONDUIT 1.0 10.0504 0.0100 523a J523 995 CONDUIT 570.0 1.0088 0.0160 523b J523 A28 CONDUIT 670.0 0.8776 0.0160 529 J529 529out CONDUIT 225.0 1.7781 0.0160 530 J530 530_outfall CONDUIT 40.0 10.0504 0.0350 533a J533 995 CONDUIT 670.0 1.0448 0.0160 533b J533 A28 CONDUIT 670.0 1.0642 0.0160 536 436 536 CONDUIT 50.0 5.6088 0.0100 538 438 538 CONDUIT 10.0 10.0504 0.0100 539 J539 802 CONDUIT 135.0 1.4816 0.0130 540 J540 IB-1 CONDUIT 590.0 0.6780 0.0160 543 J543 GC_2 CONDUIT 385.0 0.5013 0.0130 543_US J543_US J543 CONDUIT 25.0 2.0004 0.0160 549 J549 549_outfall CONDUIT 225.0 0.4000 0.0400 550 J550 IB-3 CONDUIT 370.0 2.3980 0.0160 559 J559 869 CONDUIT 25.0 1.6402 0.0160 560 J560 874 CONDUIT 415.0 3.9766 0.0160 563 J563 Inlet_Skyline CONDUIT 250.0 1.0001 0.0160 569 869 I12 CONDUIT 470.0 0.8170 0.0130 569_A J569 Skyline_EX-2 CONDUIT 25.0 1.8803 0.0160 569B_1 Skyline_EX-2 869 CONDUIT 40.0 0.3500 0.0130 569B_2 Skyline_EX-2 869 CONDUIT 40.0 0.3500 0.0160 570 J570 I6-3 CONDUIT 200.0 5.0665 0.0160 573 J573 Inlet2_Skyline CONDUIT 160.0 1.0001 0.0160 577a J577 I10 CONDUIT 515.0 1.4351 0.0160 577b J577 I8 CONDUIT 515.0 1.3788 0.0160 579 J579 I13 CONDUIT 200.0 1.0151 0.0160 580 J580 I6-4 CONDUIT 600.0 1.3868 0.0160 583 J583 Inlet2_Skyline CONDUIT 245.0 0.7021 0.0160 587a J587 I7 CONDUIT 450.0 1.8292 0.0160 587b J587 I5 CONDUIT 450.0 1.8870 0.0160 589 J589 I17 CONDUIT 750.0 1.6082 0.0160 593 J593 Inlet_Skyline CONDUIT 350.0 2.4007 0.0160 597 J597 I4 CONDUIT 475.0 1.7076 0.0160 598 J598 I12 CONDUIT 25.0 4.0433 0.0160 634_outfall 434 634 CONDUIT 1.0 206.4742 0.0100 709 J709 311 CONDUIT 120.0 2.0838 0.0130 711 J711 311 CONDUIT 1053.0 1.6146 0.0130 712 J712 712_outfall CONDUIT 500.0 2.4007 0.0160 713 J713 713_outfall CONDUIT 560.0 0.7143 0.0160 714 J714 714_outfall CONDUIT 690.0 0.7247 0.0160 715 J715 715_outfall CONDUIT 730.0 0.5480 0.0160 719_dummy 719_dummy 719_outfall CONDUIT 400.0 0.0250 0.0100 719_overflow J719 719_dummy CONDUIT 500.0 1.0061 0.0200 719_pipe J719 719_dummy CONDUIT 500.0 0.3560 0.0130 720 J720 720_outfall CONDUIT 450.0 0.6667 0.0160 721 J721 421 CONDUIT 820.0 0.3659 0.0160 722 J722 422 CONDUIT 400.0 2.0504 0.0160 733 J733 733_outfall CONDUIT 920.0 0.6250 0.0160 821 621 J722 CONDUIT 580.0 0.4655 0.0160 Page 15 100yr Canal Importation Hydrology Update.txt 822 622 242 CONDUIT 2400.0 0.6667 0.0160 838 J838 838_outfall CONDUIT 1000.0 1.1001 0.0160 859_to_304 859 304 CONDUIT 400.0 0.2500 0.0100 863-879dummy 863 879 CONDUIT 400.0 1.5002 0.0100 873 871 A15 CONDUIT 147.7 0.1896 0.0130 878 J878 879 CONDUIT 800.0 1.2501 0.0350 879-990dummy 879 378 CONDUIT 400.0 0.3375 0.0100 944 J944 J945 CONDUIT 109.0 8.7489 0.0130 945 J945 J709 CONDUIT 1370.0 0.0730 0.0130 A01_to_RedFoxPond A01 335 CONDUIT 400.0 0.5150 0.0100 A02 A02 A01 CONDUIT 80.0 0.1250 0.0130 A03 A03 A02 CONDUIT 61.4 0.0489 0.0130 A04 A04 A03 CONDUIT 96.9 0.1342 0.0130 A05 A05 A04 CONDUIT 394.5 0.2231 0.0130 A06 A06 A05 CONDUIT 137.7 0.2687 0.0130 A07 A07 A06 CONDUIT 266.9 0.1873 0.0130 A08 A08 A07 CONDUIT 86.2 0.1276 0.0130 A09 A09 A08 CONDUIT 78.0 0.1667 0.0130 A10 A10 A09 CONDUIT 71.0 0.0282 0.0130 A11 A11 A10 CONDUIT 106.2 0.1413 0.0130 A12 873 A11 CONDUIT 126.6 0.3159 0.0130 A14 A14 872 CONDUIT 231.2 0.2076 0.0130 A15 A15 A14 CONDUIT 87.1 0.1951 0.0130 A16a A16a 871 CONDUIT 55.5 0.2523 0.0130 A18 A19 A17 CONDUIT 759.9 0.1856 0.0130 A20 870 A19 CONDUIT 72.8 0.1787 0.0130 A21 A21 870 CONDUIT 57.7 0.2426 0.0130 A22 A22 A21 CONDUIT 196.1 0.2090 0.0130 A23 A23 A22 CONDUIT 151.0 0.2119 0.0130 A26 A26 A25 CONDUIT 238.8 0.1842 0.0130 A27 A27 A26 CONDUIT 97.5 0.2358 0.0130 A28 A28 A27 CONDUIT 13.1 -0.1522 0.0130 A28-850 A28 850 CONDUIT 775.0 1.0142 0.0400 A29 995 A28 CONDUIT 32.2 0.3420 0.0130 A30 A30 995 CONDUIT 75.0 0.8800 0.0130 A31 A31 A30 CONDUIT 158.6 0.8324 0.0130 Avery_LowFlow_1 Avery_LowFlow_1 I12-1 CONDUIT 188.9 0.0794 0.0130 Avery_LowFlow_3 Avery_LowFlow_3 Avery_LowFlow_2 CONDUIT 185.4 0.5395 0.0130 B2 IB-3 278_dummy CONDUIT 33.9 0.4424 0.0130 Basin_423_outflow J423 GC_5 CONDUIT 25.0 0.6000 0.0350 C3 A25 A24 CONDUIT 290.0 0.2414 0.0130 C4 A24 A23 CONDUIT 66.1 0.1816 0.0130 C8 Avery_LowFlow_2 Avery_LowFlow_1 CONDUIT 174.7 0.5036 0.0130 GC_2 GC_2 852 CONDUIT 160.0 0.4063 0.0130 GC_3 GC_3 GC_2 CONDUIT 168.0 0.3988 0.0130 GC_4 850 GC_3 CONDUIT 50.0 0.4000 0.0350 IB-1b IB-1 874 CONDUIT 260.0 0.2538 0.0160 IBa IB-1 278_dummy CONDUIT 125.0 2.6569 0.0130 L10 I10 A15 CONDUIT 22.9 4.0225 0.0130 L11 Avery_Outlet 871 CONDUIT 55.7 5.6062 0.0130 L12-1 I12-1 A16a CONDUIT 42.0 1.8098 0.0130 L12-2 I12 I12-1 CONDUIT 379.4 0.2003 0.0130 L13 I13 A19 CONDUIT 22.6 20.8824 0.0130 Page 16 100yr Canal Importation Hydrology Update.txt L17 I17 I17-1 CONDUIT 9.2 5.8021 0.0130 L17-1 I17-1 A22 CONDUIT 20.0 0.2001 0.0130 L2 I2-1 A09 CONDUIT 38.0 1.8668 0.0130 L2-1 I2 I2-1 CONDUIT 23.7 2.0257 0.0130 L3 I3 A10 CONDUIT 14.5 5.3105 0.0130 L3-1 I3-1 A10 CONDUIT 31.4 4.1743 0.0130 L4 I4 873 CONDUIT 17.7 2.6042 0.0130 L5 I5 I7-1 CONDUIT 24.0 2.5425 0.0130 L6-1 I6-1 872 CONDUIT 97.9 2.8501 0.0130 L6-2 I6-2 I6-1 CONDUIT 429.1 0.1981 0.0130 L6-3 I6-3 I6-2 CONDUIT 6.4 5.3117 0.0130 L6-4 I6-4 I6-2 CONDUIT 30.0 1.4649 0.0130 L7-1 I7-1 872 CONDUIT 50.0 3.5623 0.0130 L7-2 I7 I7-1 CONDUIT 12.0 12.7695 0.0130 L8 I8 A14 CONDUIT 23.2 2.7621 0.0130 PP_1 PP_1 PP_2 CONDUIT 55.0 11.3450 0.0130 PP_2 PP_2 PP_3 CONDUIT 87.0 0.0011 0.0130 PP_3 PP_3 PP_4 CONDUIT 505.0 0.0002 0.0130 PP_4 PP_4 414_dummy CONDUIT 377.3 0.1405 0.0130 PP_4_overflow PP_4 414_dummy CONDUIT 377.3 0.1405 0.0160 U-1 U-1 U-2 CONDUIT 40.9 0.2688 0.0130 U-2 U-2 U-3 CONDUIT 110.4 0.9058 0.0130 U-3 U-3 A02 CONDUIT 47.4 0.3373 0.0130 322_High_Flow_Orifice_GP 322 A31 ORIFICE 322_Glenmoor_Overflow-Grates 322 A31 ORIFICE 324_Plum_Orifice 324 PP_1 ORIFICE Avery_LowFlow_Orifice 378 Avery_LowFlow_3 ORIFICE Avery_Orifice 378 Avery_Outlet ORIFICE 322_Glenmoor_Spillway 322 J120 WEIR 378_Avery_Spillway 378 378_outfall WEIR 119out 119_storage J719 WEIR 353Out 353 J153 OUTLET 326Out 326 860 OUTLET 328out 328 330 OUTLET 330out 330 335 OUTLET 335out 335 J135 OUTLET 390out 390 J190 OUTLET 396out 396 301 OUTLET 395out 395 399 OUTLET 399out 399 300 OUTLET 368out 368 370 OUTLET 370out 370 861 OUTLET 310out 310 J110 OUTLET 313out 313 J113 OUTLET 315out 315 J115 OUTLET 316out 316 J116 OUTLET 344out 344 205 OUTLET 304out 304 J944 OUTLET 308out 308 J148 OUTLET 345out 345 J46 OUTLET 347out 347 396 OUTLET 367out 367 J167 OUTLET 366out 366 J167 OUTLET Page 17 100yr Canal Importation Hydrology Update.txt 358out 358 J158 OUTLET 360out 360 360_outfall OUTLET 362out 362 362_outfall OUTLET 356out 356 356_outfall OUTLET 364out 364 364_outfall OUTLET 338out 338 438 OUTLET 334out 334 434 OUTLET 337out 337 J40 OUTLET 318out 318 318_outfall OUTLET 317out 317 317_outfall OUTLET 319out 319 853 OUTLET 349out 349 349_outfall OUTLET 299out 299 299_outfall OUTLET ********************* Cross Section Summary ********************* Full Full Hyd. Max. No. of Full Conduit Shape Depth Area Rad. Width Barrels Flow --------------------------------------------------------------------------------------- 1 1+101 5.40 1708.00 1.01 640.00 1 10678.75 10 TRAPEZOIDAL 5.00 1300.00 2.55 510.00 1 12223.81 102_overflow 2+102+3+103 5.00 1250.00 2.49 500.00 1 22478.59 102_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 70.31 103_overflow 2+102+3+103 5.00 1250.00 2.49 500.00 1 19239.06 104_overflow 104+105 5.00 1250.00 2.49 500.00 1 23842.34 104_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 80.55 105_overflow 104+105 5.00 1250.00 2.49 500.00 1 23597.76 105_pipe CIRCULAR 4.50 15.90 1.13 4.50 1 99.32 110_overflow 110_overflow 5.00 190.00 2.83 66.00 1 2602.84 110_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 39.07 115_overflow 115+16 5.00 2575.00 2.53 1015.00 1 14965.51 115_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 28.62 123a street 5.00 641.99 1.79 240.00 1 6226.77 123b street 5.00 641.99 1.79 240.00 1 6619.16 4 4+5 5.40 1687.20 0.98 636.00 1 10255.27 5 4+5 5.40 1687.20 0.98 636.00 1 8699.31 8 8 5.40 1458.00 0.91 540.00 1 27533.01 9 street 5.00 641.99 1.79 240.00 1 9765.09 15 113+15 8.00 2696.00 1.64 1029.00 1 11926.42 17 17 5.40 854.27 0.94 320.10 1 6441.13 20 20 9.00 2695.00 1.65 1027.00 1 8287.21 21 TRAPEZOIDAL 1.00 110.00 0.69 160.00 1 807.38 22 22 5.00 641.99 1.79 240.00 1 27916.86 24 HORIZ_ELLIPSE 2.00 5.08 0.61 3.17 1 28.99 25 26+25+125 5.40 1788.00 1.15 656.00 1 23001.87 26 26+25+125 5.40 1788.00 1.15 656.00 1 23809.43 27 27 7.00 1416.00 2.45 526.00 1 11353.12 29 29 7.00 1322.00 1.54 512.00 1 8872.04 30 30 5.40 854.27 0.94 320.10 1 11147.87 32 32 5.40 1788.00 1.15 656.00 1 31191.05 33 street 5.00 641.99 1.79 240.00 1 20414.60 Page 18 100yr Canal Importation Hydrology Update.txt 36 36+136 5.40 853.75 0.93 320.00 1 4793.91 37 CIRCULAR 3.00 7.07 0.75 3.00 1 28.26 38 38+56+151 5.40 1708.00 1.01 640.00 1 19586.40 39 CIRCULAR 2.80 6.16 0.70 2.80 1 100.06 40 40 7.00 2070.00 2.97 620.00 1 12685.11 42 42 9.00 2430.00 3.78 640.00 1 11850.78 43 43 8.00 2016.00 3.19 628.00 1 7137.17 45 45 5.00 550.00 2.61 210.00 1 18640.61 46 46 5.00 650.00 2.81 230.00 1 6535.07 47 48+47+149 5.40 1708.00 1.01 640.00 1 10799.42 48 48+47+149 5.40 1708.00 1.01 640.00 1 14536.39 53 TRAPEZOIDAL 6.00 390.00 3.11 125.00 1 3618.10 54 54 17.00 6890.00 3.46 1160.00 1 54969.81 55 155+57+64+56 5.40 853.75 0.93 320.00 1 8595.04 56 38+56+151 5.40 1708.00 1.01 640.00 1 23063.62 57 155+57+64+56 5.40 853.75 0.93 320.00 1 5359.76 59 TRAPEZOIDAL 4.00 680.00 2.06 330.00 1 6610.81 64 155+57+64+56 5.40 853.75 0.93 320.00 1 7873.55 68 68 7.00 2607.00 1.26 1017.00 1 15305.14 73 172+73 9.00 486.00 2.40 138.00 1 4589.17 74 76+74+75+720 5.40 1708.00 1.01 640.00 1 18163.52 75 76+74+75+720 5.40 1708.00 1.01 640.00 1 20974.10 76 76+74+75+720 5.40 1708.00 1.01 640.00 1 16018.45 81 81+181 15.00 11250.00 3.54 2100.00 1 321978.07 82 82 10.00 3350.00 2.62 1110.00 1 88914.99 83 83 5.00 300.00 2.70 110.00 1 6548.06 84 84+184+85 10.00 1100.00 5.19 210.00 1 41997.39 85 84+184+85 10.00 1100.00 5.19 210.00 1 21499.19 86 86 5.40 853.75 0.93 320.00 1 20787.43 87 87 5.40 854.27 2.61 320.10 1 26864.85 88 88 10.00 700.00 6.20 110.00 1 13407.00 89 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 31073.97 92 92 5.40 1708.00 1.01 640.00 1 28468.53 93 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 28995.59 94 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 32919.97 95 95 15.00 10700.00 3.19 2055.00 1 111460.39 101 1+101 5.40 1708.00 1.01 640.00 1 19319.52 103 CIRCULAR 3.00 7.07 0.75 3.00 1 60.18 108 108 5.40 1708.00 1.01 640.00 1 10981.48 113 113+15 8.00 2696.00 1.64 1029.00 1 13179.55 116 116 8.00 1368.00 1.68 517.00 1 5152.27 117 117 5.40 1708.00 1.01 640.00 1 22215.10 118 118 9.00 2859.00 1.93 1047.00 1 17070.94 120 street 5.00 641.99 1.79 240.00 1 6226.77 121 TRAPEZOIDAL 1.00 110.00 0.69 160.00 1 392.27 125 26+25+125 5.40 1788.00 1.15 656.00 1 33273.87 126 126 7.00 1416.00 2.45 526.00 1 13851.78 127 27 7.00 1416.00 2.45 526.00 1 12198.25 135 135 9.00 1870.00 1.54 650.00 1 17782.56 136 36+136 5.40 853.75 0.93 320.00 1 10383.70 137 CIRCULAR 2.50 4.91 0.63 2.50 1 85.64 138 138+838 10.40 1408.00 3.49 240.00 1 30112.87 139 139 8.00 1715.00 2.70 630.00 1 7772.92 Page 19 100yr Canal Importation Hydrology Update.txt 140 140 7.00 3320.00 2.20 1120.00 1 27915.45 141 141 9.00 2205.00 3.65 615.00 1 14714.26 142 142 11.00 2776.00 2.21 734.00 1 16824.27 148 CIRCULAR 2.00 3.14 0.50 2.00 1 25.29 149 48+47+149 5.40 1708.00 1.01 640.00 1 19103.61 151 38+56+151 5.40 1708.00 1.01 640.00 1 19619.13 152 TRAPEZOIDAL 5.00 1300.00 2.55 510.00 1 50977.59 153 153 17.00 8540.00 4.03 1160.00 1 112393.06 155 155+57+64+56 5.40 853.75 0.93 320.00 1 10144.85 158 TRAPEZOIDAL 4.00 480.00 2.09 230.00 1 3841.13 159 159 9.00 2189.00 1.76 792.00 1 10232.28 16_overflow 115+16 5.00 2575.00 2.53 1015.00 1 22715.57 16_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 28.43 167_overflow TRIANGULAR 5.00 500.00 2.50 200.00 1 5044.37 167_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 29.21 171 171 10.00 634.00 2.61 158.00 1 3855.00 172 172+73 9.00 486.00 2.40 138.00 1 2902.30 176 176 9.00 3293.00 3.23 952.00 1 23185.64 18_overflow 18 5.00 2575.00 2.53 1015.00 1 12470.85 18_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 23.85 181 81+181 15.00 11250.00 3.54 2100.00 1 180246.29 183 183 5.00 250.00 3.08 80.00 1 4072.52 184 84+184+85 10.00 1100.00 5.19 210.00 1 25023.27 187 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 37402.58 188_overflow 188 7.00 1225.00 3.42 350.00 1 36936.11 188_pipe CIRCULAR 5.00 19.63 1.25 5.00 1 338.29 189 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 24269.79 190 CIRCULAR 5.25 21.65 1.31 5.25 1 382.98 191_overflow TRIANGULAR 5.00 100.00 2.43 40.00 1 378.00 191_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 50.25 2_overflow 2+102+3+103 5.00 1250.00 2.49 500.00 1 22273.27 2_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 69.67 220-322 RECT_CLOSED 3.50 31.50 1.26 9.00 2 3829.51 24-Skyline_Plum_Overflow_A street 5.00 641.99 1.79 240.00 1 17618.92 24-Skyline_Plum_Overflow_B street 5.00 641.99 1.79 240.00 1 17618.92 278 CIRCULAR 3.50 9.62 0.88 3.50 1 282.78 278_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 28_overflow TRIANGULAR 5.00 2500.00 2.50 1000.00 1 12844.39 28_pipe CIRCULAR 2.50 4.91 0.63 2.50 1 41.52 283 CIRCULAR 7.00 38.48 1.75 7.00 1 250.30 285 CIRCULAR 8.50 56.75 2.13 8.50 1 550.44 287 TRAPEZOIDAL 1.00 60.00 0.86 70.00 1 318.51 288 TRAPEZOIDAL 1.00 30.00 0.75 40.00 1 184.71 290_to_290_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 3_overflow 2+102+3+103 5.00 1250.00 2.49 500.00 1 21414.36 3_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 66.98 301-302dummy street 5.00 641.99 1.79 240.00 1 33829.15 302-395dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 303 CIRCULAR 1.45 1.65 0.36 1.45 1 9.60 303-300dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 326dummyNorth DUMMY 0.00 0.00 0.00 0.00 1 0.00 326dummyWest DUMMY 0.00 0.00 0.00 0.00 1 0.00 390dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 Page 20 100yr Canal Importation Hydrology Update.txt 396dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 414_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 418 TRAPEZOIDAL 0.50 101.00 0.49 204.00 1 1040.49 421_to_621_dummy street 5.00 641.99 1.79 240.00 1 8806.15 422_to_622_dummy street 5.00 641.99 1.79 240.00 1 77262.30 423 TRAPEZOIDAL 3.00 48.00 1.67 28.00 1 194.65 424 TRAPEZOIDAL 3.00 600.00 1.71 350.00 1 10589.96 428 TRIANGULAR 5.00 1250.00 2.50 500.00 1 4211.10 433 TRAPEZOIDAL 5.00 125.00 2.70 45.00 1 797.86 434_to_534_dummy TRAPEZOIDAL 10.00 2000.00 6.64 300.00 1 442849.61 436_to_636_dummy street 5.00 641.99 1.79 240.00 1 27916.86 438_to_138_dummy street 5.00 641.99 1.79 240.00 1 44745.82 442_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 469 TRAPEZOIDAL 2.00 36.00 1.27 28.00 1 143.37 506 street 5.00 641.99 1.79 240.00 1 6868.81 507 street 5.00 641.99 1.79 240.00 1 6134.76 508 street 5.00 641.99 1.79 240.00 1 12967.49 513 TRAPEZOIDAL 1.00 110.00 0.69 160.00 1 551.31 519 TRAPEZOIDAL 3.00 600.00 1.71 350.00 1 5160.20 520 TRAPEZOIDAL 3.00 600.00 1.71 350.00 1 14210.99 521 CIRCULAR 1.00 0.79 0.25 1.00 1 4.63 522 CIRCULAR 0.55 0.24 0.14 0.55 1 2.98 523a street 5.00 641.99 1.79 240.00 1 8844.69 523b street 5.00 641.99 1.79 240.00 1 8249.64 529 529+520 5.40 1758.00 1.10 650.00 1 23163.57 530 TRAPEZOIDAL 3.00 600.00 1.71 350.00 1 11566.42 533a street 5.00 641.99 1.79 240.00 1 9001.17 533b street 5.00 641.99 1.79 240.00 1 9084.37 536 CIRCULAR 0.60 0.28 0.15 0.60 1 2.81 538 CIRCULAR 1.10 0.95 0.28 1.10 1 18.93 539 CIRCULAR 3.00 7.07 0.75 3.00 1 81.19 540 street 5.00 641.99 1.79 240.00 1 7250.77 543 CIRCULAR 2.50 4.91 0.63 2.50 1 29.04 543_US street 5.00 641.99 1.79 240.00 1 12454.71 549 TRAPEZOIDAL 2.00 36.00 1.27 28.00 1 99.08 550 street 5.00 641.99 1.79 240.00 1 13636.37 559 street 5.00 641.99 1.79 240.00 1 11277.85 560 street 5.00 641.99 1.79 240.00 1 17560.35 563 street 5.00 641.99 1.79 240.00 1 8806.15 569 CIRCULAR 1.00 0.79 0.25 1.00 1 3.22 569_A street 5.00 641.99 1.79 240.00 1 12075.15 569B_1 CIRCULAR 1.00 0.79 0.25 1.00 1 2.11 569B_2 street 5.00 641.99 1.79 240.00 1 5209.68 570 street 5.00 641.99 1.79 240.00 1 19821.15 573 street 5.00 641.99 1.79 240.00 1 8806.15 577a street 5.00 641.99 1.79 240.00 1 10549.12 577b street 5.00 641.99 1.79 240.00 1 10340.02 579 street 5.00 641.99 1.79 240.00 1 8871.96 580 street 5.00 641.99 1.79 240.00 1 10370.08 583 street 5.00 641.99 1.79 240.00 1 7378.39 587a street 5.00 641.99 1.79 240.00 1 11909.82 587b street 5.00 641.99 1.79 240.00 1 12096.55 589 street 5.00 641.99 1.79 240.00 1 11167.25 Page 21 100yr Canal Importation Hydrology Update.txt 593 street 5.00 641.99 1.79 240.00 1 13644.06 597 street 5.00 641.99 1.79 240.00 1 11507.22 598 street 5.00 641.99 1.79 240.00 1 17706.93 634_outfall CIRCULAR 0.75 0.44 0.19 0.75 1 30.90 709 CIRCULAR 8.40 55.42 2.10 8.40 1 1499.56 711 CIRCULAR 5.50 23.76 1.38 5.50 1 426.71 712 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 15381.64 713 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 8390.27 714 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 8450.86 715 715 5.50 2607.50 0.46 1020.00 1 10677.51 719_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 719_overflow TRAPEZOIDAL 10.00 500.00 5.41 90.00 1 11479.94 719_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 39.80 720 76+74+75+720 5.40 1708.00 1.01 640.00 1 13078.83 721 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 6004.68 722 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 14215.33 733 733 5.40 1708.00 1.01 640.00 1 12663.51 821 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 6773.37 822 822 5.70 1874.50 1.31 670.00 1 17020.57 838 138+838 10.40 1408.00 3.49 240.00 1 31582.81 859_to_304 DUMMY 0.00 0.00 0.00 0.00 1 0.00 863-879dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 873 CIRCULAR 8.00 50.27 2.00 8.00 1 397.12 878 TRAPEZOIDAL 4.00 680.00 2.06 330.00 1 5225.98 879-990dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 944 CIRCULAR 6.00 28.27 1.50 6.00 1 1252.68 945 CIRCULAR 6.80 36.32 1.70 6.80 1 159.76 A01_to_RedFoxPond DUMMY 0.00 0.00 0.00 0.00 1 0.00 A02 RECT_CLOSED 5.00 50.00 1.67 10.00 1 284.04 A03 CIRCULAR 8.50 56.75 2.13 8.50 1 237.06 A04 CIRCULAR 8.50 56.75 2.13 8.50 1 392.71 A05 CIRCULAR 8.50 56.75 2.13 8.50 1 506.37 A06 CIRCULAR 8.50 56.75 2.13 8.50 1 555.71 A07 CIRCULAR 8.50 56.75 2.13 8.50 1 464.04 A08 CIRCULAR 8.50 56.75 2.13 8.50 1 382.97 A09 CIRCULAR 8.50 56.75 2.13 8.50 1 437.69 A10 CIRCULAR 8.50 56.75 2.13 8.50 1 179.94 A11 CIRCULAR 8.50 56.75 2.13 8.50 1 403.00 A12 CIRCULAR 8.50 56.75 2.13 8.50 1 602.59 A14 CIRCULAR 8.00 50.27 2.00 8.00 1 415.60 A15 CIRCULAR 8.00 50.27 2.00 8.00 1 402.85 A16a CIRCULAR 8.00 50.27 2.00 8.00 1 458.09 A18 CIRCULAR 7.00 38.48 1.75 7.00 1 275.18 A20 CIRCULAR 7.00 38.48 1.75 7.00 1 270.03 A21 CIRCULAR 7.00 38.48 1.75 7.00 1 314.65 A22 CIRCULAR 7.00 38.48 1.75 7.00 1 292.08 A23 CIRCULAR 6.50 33.18 1.63 6.50 1 241.33 A26 RECT_CLOSED 4.00 36.00 1.38 9.00 1 219.41 A27 CIRCULAR 6.50 33.18 1.63 6.50 1 254.60 A28 CIRCULAR 6.50 33.18 1.63 6.50 1 204.54 A28-850 TRAPEZOIDAL 2.50 31.25 1.35 22.50 1 142.95 A29 RECT_CLOSED 4.00 36.00 1.38 9.00 1 298.98 A30 CIRCULAR 2.50 4.91 0.63 2.50 1 38.48 Page 22 100yr Canal Importation Hydrology Update.txt A31 CIRCULAR 2.50 4.91 0.63 2.50 1 37.42 Avery_LowFlow_1 CIRCULAR 1.25 1.23 0.31 1.25 1 1.82 Avery_LowFlow_3 CIRCULAR 1.25 1.23 0.31 1.25 1 4.74 B2 HORIZ_ELLIPSE 2.83 10.19 0.87 4.42 1 70.42 Basin_423_outflow TRAPEZOIDAL 5.00 125.00 2.70 45.00 1 797.86 C3 CIRCULAR 6.50 33.18 1.63 6.50 1 257.58 C4 CIRCULAR 6.50 33.18 1.63 6.50 1 223.43 C8 CIRCULAR 1.25 1.23 0.31 1.25 1 4.58 GC_2 HORIZ_ELLIPSE 2.00 5.08 0.61 3.17 2 26.67 GC_3 RECT_OPEN 9.00 45.00 1.96 5.00 1 508.15 GC_4 TRAPEZOIDAL 2.50 31.25 1.35 22.50 1 102.60 IB-1b street 5.00 641.99 1.79 240.00 1 4436.71 IBa CIRCULAR 1.00 0.79 0.25 1.00 1 5.81 L10 CIRCULAR 2.50 4.91 0.63 2.50 1 82.26 L11 CIRCULAR 5.00 19.63 1.25 5.00 1 616.66 L12-1 CIRCULAR 2.50 4.91 0.63 2.50 1 55.18 L12-2 CIRCULAR 2.00 3.14 0.50 2.00 1 10.13 L13 CIRCULAR 2.50 4.91 0.63 2.50 1 187.44 L17 CIRCULAR 4.00 12.57 1.00 4.00 1 346.00 L17-1 CIRCULAR 4.00 12.57 1.00 4.00 1 64.26 L2 CIRCULAR 2.50 4.91 0.63 2.50 1 56.04 L2-1 CIRCULAR 2.50 4.91 0.63 2.50 1 58.38 L3 CIRCULAR 2.00 3.14 0.50 2.00 1 52.13 L3-1 CIRCULAR 2.00 3.14 0.50 2.00 1 46.22 L4 CIRCULAR 4.00 12.57 1.00 4.00 1 231.80 L5 CIRCULAR 2.00 3.14 0.50 2.00 1 36.07 L6-1 CIRCULAR 3.50 9.62 0.88 3.50 1 169.85 L6-2 CIRCULAR 3.50 9.62 0.88 3.50 1 44.78 L6-3 CIRCULAR 2.00 3.14 0.50 2.00 1 52.14 L6-4 CIRCULAR 3.00 7.07 0.75 3.00 1 80.73 L7-1 CIRCULAR 2.50 4.91 0.63 2.50 1 77.42 L7-2 CIRCULAR 2.00 3.14 0.50 2.00 1 80.84 L8 CIRCULAR 2.50 4.91 0.63 2.50 1 68.17 PP_1 CIRCULAR 4.00 12.57 1.00 4.00 1 483.83 PP_2 CIRCULAR 4.00 12.57 1.00 4.00 1 4.87 PP_3 CIRCULAR 4.00 12.57 1.00 4.00 1 2.02 PP_4 CIRCULAR 2.25 3.98 0.56 2.25 1 11.61 PP_4_overflow street 5.00 641.99 1.79 240.00 1 3300.51 U-1 CIRCULAR 3.50 9.62 0.88 3.50 1 52.16 U-2 CIRCULAR 3.50 9.62 0.88 3.50 1 95.76 U-3 CIRCULAR 3.50 9.62 0.88 3.50 1 58.44 **************** Transect Summary **************** Transect 153 Area: 0.0001 0.0003 0.0006 0.0011 0.0017 0.0024 0.0033 0.0043 0.0055 0.0068 0.0082 0.0097 0.0114 0.0133 0.0152 Page 23 100yr Canal Importation Hydrology Update.txt 0.0173 0.0196 0.0221 0.0263 0.0327 0.0413 0.0520 0.0649 0.0800 0.0972 0.1166 0.1381 0.1619 0.1878 0.2158 0.2461 0.2784 0.3127 0.3477 0.3834 0.4198 0.4568 0.4945 0.5329 0.5720 0.6118 0.6522 0.6933 0.7351 0.7775 0.8207 0.8645 0.9090 0.9542 1.0000 Hrad: 0.0412 0.0825 0.1237 0.1649 0.2062 0.2474 0.2887 0.3299 0.3711 0.4124 0.4536 0.4948 0.5361 0.5773 0.6186 0.6598 0.7010 0.7502 0.7551 0.7106 0.6542 0.6034 0.5637 0.5348 0.5150 0.5026 0.4958 0.4934 0.4945 0.4983 0.5043 0.5120 0.5297 0.5538 0.5793 0.6058 0.6329 0.6606 0.6885 0.7167 0.7451 0.7735 0.8020 0.8304 0.8589 0.8873 0.9156 0.9438 0.9720 1.0000 Width: 0.0029 0.0059 0.0088 0.0117 0.0147 0.0176 0.0205 0.0234 0.0264 0.0293 0.0322 0.0352 0.0381 0.0410 0.0440 0.0469 0.0498 0.0683 0.1152 0.1621 0.2090 0.2559 0.3028 0.3497 0.3966 0.4434 0.4903 0.5372 0.5841 0.6310 0.6779 0.7248 0.7509 0.7655 0.7802 0.7948 0.8095 0.8241 0.8388 0.8534 0.8681 0.8828 0.8974 0.9121 0.9267 0.9414 0.9560 0.9707 0.9853 1.0000 Transect 54 Area: 0.0001 0.0003 0.0008 0.0013 0.0021 0.0030 0.0041 0.0054 0.0068 0.0084 0.0102 0.0121 0.0142 0.0164 0.0189 0.0215 0.0242 0.0273 0.0317 0.0377 0.0455 0.0549 0.0660 0.0788 0.0933 0.1094 0.1272 0.1467 0.1679 0.1907 0.2152 0.2414 0.2693 0.2989 0.3301 0.3630 0.3976 0.4339 0.4718 0.5115 0.5528 0.5958 0.6404 0.6867 0.7348 0.7845 0.8358 0.8889 0.9436 1.0000 Hrad: 0.0480 0.0959 0.1439 0.1918 0.2398 0.2877 0.3357 0.3836 0.4316 0.4795 0.5275 0.5755 0.6234 0.6714 0.7193 0.7673 0.8152 0.8753 0.9126 0.9048 0.8756 0.8406 0.8077 0.7801 0.7586 0.7430 0.7325 0.7265 0.7242 0.7250 0.7285 0.7342 0.7417 0.7508 0.7613 0.7729 0.7855 0.7990 0.8132 0.8281 0.8435 0.8595 0.8759 0.8927 0.9099 0.9274 0.9452 0.9632 0.9815 1.0000 Page 24 100yr Canal Importation Hydrology Update.txt Width: 0.0029 0.0059 0.0088 0.0117 0.0147 0.0176 0.0205 0.0234 0.0264 0.0293 0.0322 0.0352 0.0381 0.0410 0.0440 0.0469 0.0498 0.0621 0.0914 0.1207 0.1500 0.1793 0.2086 0.2379 0.2672 0.2966 0.3259 0.3552 0.3845 0.4138 0.4431 0.4724 0.5017 0.5310 0.5603 0.5897 0.6190 0.6483 0.6776 0.7069 0.7362 0.7655 0.7948 0.8241 0.8534 0.8828 0.9121 0.9414 0.9707 1.0000 Transect 126 Area: 0.0010 0.0022 0.0035 0.0048 0.0063 0.0079 0.0096 0.0115 0.0134 0.0154 0.0176 0.0198 0.0222 0.0247 0.0276 0.0319 0.0375 0.0445 0.0529 0.0627 0.0739 0.0864 0.1004 0.1157 0.1324 0.1505 0.1700 0.1908 0.2131 0.2367 0.2617 0.2881 0.3159 0.3451 0.3756 0.4076 0.4409 0.4756 0.5117 0.5492 0.5880 0.6282 0.6699 0.7129 0.7573 0.8031 0.8502 0.8988 0.9487 1.0000 Hrad: 0.0539 0.1029 0.1483 0.1908 0.2312 0.2698 0.3070 0.3431 0.3782 0.4125 0.4461 0.4792 0.5117 0.5439 0.5826 0.5971 0.5930 0.5813 0.5687 0.5583 0.5514 0.5482 0.5485 0.5518 0.5577 0.5658 0.5758 0.5874 0.6004 0.6145 0.6295 0.6454 0.6620 0.6793 0.6971 0.7154 0.7340 0.7531 0.7725 0.7922 0.8121 0.8323 0.8527 0.8733 0.8941 0.9150 0.9361 0.9573 0.9786 1.0000 Width: 0.0211 0.0233 0.0254 0.0275 0.0297 0.0318 0.0339 0.0360 0.0382 0.0403 0.0424 0.0446 0.0467 0.0488 0.0684 0.0951 0.1217 0.1483 0.1749 0.2015 0.2281 0.2548 0.2814 0.3080 0.3346 0.3612 0.3878 0.4144 0.4411 0.4677 0.4943 0.5209 0.5475 0.5741 0.6008 0.6274 0.6540 0.6806 0.7072 0.7338 0.7605 0.7871 0.8137 0.8403 0.8669 0.8935 0.9202 0.9468 0.9734 1.0000 Transect 27 Area: 0.0010 0.0022 0.0035 0.0048 0.0063 0.0079 0.0096 0.0115 0.0134 0.0154 0.0176 0.0198 0.0222 0.0247 0.0276 0.0319 0.0375 0.0445 0.0529 0.0627 Page 25 100yr Canal Importation Hydrology Update.txt 0.0739 0.0864 0.1004 0.1157 0.1324 0.1505 0.1700 0.1908 0.2131 0.2367 0.2617 0.2881 0.3159 0.3451 0.3756 0.4076 0.4409 0.4756 0.5117 0.5492 0.5880 0.6282 0.6699 0.7129 0.7573 0.8031 0.8502 0.8988 0.9487 1.0000 Hrad: 0.0539 0.1029 0.1483 0.1908 0.2312 0.2698 0.3070 0.3431 0.3782 0.4125 0.4461 0.4792 0.5117 0.5439 0.5826 0.5971 0.5930 0.5813 0.5687 0.5583 0.5514 0.5482 0.5485 0.5518 0.5577 0.5658 0.5758 0.5874 0.6004 0.6145 0.6295 0.6454 0.6620 0.6793 0.6971 0.7154 0.7340 0.7531 0.7725 0.7922 0.8121 0.8323 0.8527 0.8733 0.8941 0.9150 0.9361 0.9573 0.9786 1.0000 Width: 0.0211 0.0233 0.0254 0.0275 0.0297 0.0318 0.0339 0.0360 0.0382 0.0403 0.0424 0.0446 0.0467 0.0488 0.0684 0.0951 0.1217 0.1483 0.1749 0.2015 0.2281 0.2548 0.2814 0.3080 0.3346 0.3612 0.3878 0.4144 0.4411 0.4677 0.4943 0.5209 0.5475 0.5741 0.6008 0.6274 0.6540 0.6806 0.7072 0.7338 0.7605 0.7871 0.8137 0.8403 0.8669 0.8935 0.9202 0.9468 0.9734 1.0000 Transect 32 Area: 0.0003 0.0013 0.0029 0.0055 0.0095 0.0143 0.0199 0.0262 0.0334 0.0413 0.0500 0.0595 0.0697 0.0808 0.0926 0.1052 0.1186 0.1328 0.1478 0.1635 0.1801 0.1974 0.2155 0.2344 0.2540 0.2745 0.2957 0.3177 0.3405 0.3641 0.3884 0.4136 0.4395 0.4662 0.4937 0.5220 0.5510 0.5809 0.6115 0.6429 0.6751 0.7081 0.7418 0.7763 0.8117 0.8478 0.8847 0.9223 0.9608 1.0000 Hrad: 0.0469 0.0939 0.1408 0.1507 0.2247 0.2817 0.3273 0.3652 0.3974 0.4257 0.4508 0.4737 0.4947 0.5143 0.5327 0.5502 0.5670 0.5831 0.5987 0.6138 0.6286 0.6430 0.6572 0.6711 0.6849 0.6984 0.7118 0.7251 0.7382 0.7512 0.7641 0.7770 0.7897 0.8024 0.8151 0.8277 0.8402 0.8527 0.8651 0.8775 0.8899 0.9022 0.9145 0.9268 0.9390 0.9513 0.9635 0.9757 0.9878 1.0000 Width: Page 26 100yr Canal Importation Hydrology Update.txt 0.0165 0.0329 0.0494 0.0912 0.1110 0.1307 0.1505 0.1702 0.1900 0.2098 0.2295 0.2493 0.2690 0.2888 0.3085 0.3283 0.3480 0.3678 0.3876 0.4073 0.4271 0.4468 0.4666 0.4863 0.5061 0.5259 0.5456 0.5654 0.5851 0.6049 0.6246 0.6444 0.6641 0.6839 0.7037 0.7234 0.7432 0.7629 0.7827 0.8024 0.8222 0.8420 0.8617 0.8815 0.9012 0.9210 0.9407 0.9605 0.9802 1.0000 Transect 29 Area: 0.0000 0.0002 0.0004 0.0007 0.0011 0.0016 0.0022 0.0028 0.0036 0.0044 0.0054 0.0064 0.0075 0.0087 0.0104 0.0134 0.0180 0.0240 0.0315 0.0405 0.0510 0.0630 0.0764 0.0914 0.1078 0.1257 0.1451 0.1659 0.1883 0.2121 0.2374 0.2642 0.2925 0.3222 0.3535 0.3862 0.4204 0.4561 0.4933 0.5319 0.5721 0.6137 0.6568 0.7014 0.7474 0.7950 0.8440 0.8945 0.9465 1.0000 Hrad: 0.0431 0.0861 0.1292 0.1723 0.2154 0.2584 0.3015 0.3446 0.3876 0.4307 0.4738 0.5169 0.5599 0.6030 0.6433 0.6100 0.5540 0.5070 0.4753 0.4570 0.4487 0.4477 0.4521 0.4605 0.4718 0.4854 0.5007 0.5174 0.5352 0.5539 0.5734 0.5934 0.6140 0.6350 0.6564 0.6781 0.7001 0.7223 0.7447 0.7673 0.7901 0.8130 0.8360 0.8592 0.8824 0.9058 0.9292 0.9528 0.9763 1.0000 Width: 0.0016 0.0033 0.0049 0.0066 0.0082 0.0098 0.0115 0.0131 0.0148 0.0164 0.0180 0.0197 0.0213 0.0230 0.0430 0.0703 0.0977 0.1250 0.1523 0.1797 0.2070 0.2344 0.2617 0.2891 0.3164 0.3438 0.3711 0.3984 0.4258 0.4531 0.4805 0.5078 0.5352 0.5625 0.5898 0.6172 0.6445 0.6719 0.6992 0.7266 0.7539 0.7813 0.8086 0.8359 0.8633 0.8906 0.9180 0.9453 0.9727 1.0000 Transect 26+25+125 Area: 0.0003 0.0013 0.0029 0.0055 0.0095 0.0143 0.0199 0.0262 0.0334 0.0413 0.0500 0.0595 0.0697 0.0808 0.0926 0.1052 0.1186 0.1328 0.1478 0.1635 0.1801 0.1974 0.2155 0.2344 0.2540 Page 27 100yr Canal Importation Hydrology Update.txt 0.2745 0.2957 0.3177 0.3405 0.3641 0.3884 0.4136 0.4395 0.4662 0.4937 0.5220 0.5510 0.5809 0.6115 0.6429 0.6751 0.7081 0.7418 0.7763 0.8117 0.8478 0.8847 0.9223 0.9608 1.0000 Hrad: 0.0469 0.0939 0.1408 0.1507 0.2247 0.2817 0.3273 0.3652 0.3974 0.4257 0.4508 0.4737 0.4947 0.5143 0.5327 0.5502 0.5670 0.5831 0.5987 0.6138 0.6286 0.6430 0.6572 0.6711 0.6849 0.6984 0.7118 0.7251 0.7382 0.7512 0.7641 0.7770 0.7897 0.8024 0.8151 0.8277 0.8402 0.8527 0.8651 0.8775 0.8899 0.9022 0.9145 0.9268 0.9390 0.9513 0.9635 0.9757 0.9878 1.0000 Width: 0.0165 0.0329 0.0494 0.0912 0.1110 0.1307 0.1505 0.1702 0.1900 0.2098 0.2295 0.2493 0.2690 0.2888 0.3085 0.3283 0.3480 0.3678 0.3876 0.4073 0.4271 0.4468 0.4666 0.4863 0.5061 0.5259 0.5456 0.5654 0.5851 0.6049 0.6246 0.6444 0.6641 0.6839 0.7037 0.7234 0.7432 0.7629 0.7827 0.8024 0.8222 0.8420 0.8617 0.8815 0.9012 0.9210 0.9407 0.9605 0.9802 1.0000 Transect 135 Area: 0.0010 0.0023 0.0037 0.0052 0.0070 0.0089 0.0110 0.0132 0.0157 0.0183 0.0211 0.0240 0.0272 0.0305 0.0339 0.0376 0.0414 0.0454 0.0496 0.0539 0.0584 0.0631 0.0685 0.0760 0.0856 0.0972 0.1109 0.1267 0.1445 0.1645 0.1865 0.2106 0.2368 0.2651 0.2954 0.3278 0.3623 0.3989 0.4376 0.4783 0.5211 0.5660 0.6130 0.6620 0.7132 0.7664 0.8217 0.8790 0.9385 1.0000 Hrad: 0.1075 0.2016 0.2869 0.3663 0.4414 0.5134 0.5831 0.6508 0.7172 0.7823 0.8465 0.9099 0.9727 1.0349 1.0965 1.1578 1.2187 1.2793 1.3397 1.3997 1.4596 1.5193 1.6005 1.6322 1.6172 1.5728 1.5131 1.4481 1.3839 1.3239 1.2697 1.2217 1.1799 1.1440 1.1133 1.0873 1.0656 1.0475 1.0326 1.0206 1.0111 1.0039 0.9985 0.9949 0.9928 0.9921 0.9925 0.9941 0.9966 1.0000 Width: 0.0182 0.0209 0.0237 0.0265 0.0292 Page 28 100yr Canal Importation Hydrology Update.txt 0.0320 0.0348 0.0375 0.0403 0.0431 0.0458 0.0486 0.0514 0.0542 0.0569 0.0597 0.0625 0.0652 0.0680 0.0708 0.0735 0.0763 0.1028 0.1360 0.1692 0.2025 0.2357 0.2689 0.3022 0.3354 0.3686 0.4018 0.4351 0.4683 0.5015 0.5348 0.5680 0.6012 0.6345 0.6677 0.7009 0.7342 0.7674 0.8006 0.8338 0.8671 0.9003 0.9335 0.9668 1.0000 Transect 40 Area: 0.0068 0.0137 0.0207 0.0278 0.0350 0.0423 0.0497 0.0571 0.0647 0.0724 0.0801 0.0880 0.0959 0.1040 0.1123 0.1216 0.1318 0.1430 0.1551 0.1681 0.1821 0.1971 0.2130 0.2298 0.2476 0.2663 0.2860 0.3066 0.3282 0.3507 0.3742 0.3986 0.4240 0.4503 0.4775 0.5057 0.5349 0.5650 0.5960 0.6280 0.6610 0.6948 0.7297 0.7654 0.8022 0.8398 0.8785 0.9180 0.9585 1.0000 Hrad: 0.0466 0.0925 0.1379 0.1826 0.2267 0.2703 0.3133 0.3559 0.3979 0.4395 0.4806 0.5212 0.5615 0.6013 0.6441 0.6820 0.7137 0.7402 0.7623 0.7807 0.7962 0.8094 0.8207 0.8305 0.8391 0.8469 0.8540 0.8607 0.8669 0.8730 0.8788 0.8846 0.8903 0.8961 0.9018 0.9077 0.9136 0.9195 0.9256 0.9318 0.9382 0.9446 0.9511 0.9578 0.9645 0.9714 0.9784 0.9855 0.9927 1.0000 Width: 0.1635 0.1658 0.1681 0.1703 0.1726 0.1748 0.1771 0.1794 0.1816 0.1839 0.1861 0.1884 0.1906 0.1929 0.2097 0.2323 0.2548 0.2774 0.3000 0.3226 0.3452 0.3677 0.3903 0.4129 0.4355 0.4581 0.4806 0.5032 0.5258 0.5484 0.5710 0.5935 0.6161 0.6387 0.6613 0.6839 0.7065 0.7290 0.7516 0.7742 0.7968 0.8194 0.8419 0.8645 0.8871 0.9097 0.9323 0.9548 0.9774 1.0000 Transect 140 Area: 0.0042 0.0086 0.0129 0.0173 0.0218 0.0264 0.0310 0.0356 0.0403 0.0451 0.0500 0.0549 0.0598 0.0648 0.0702 0.0767 0.0843 0.0932 0.1032 0.1145 0.1269 0.1404 0.1552 0.1711 0.1883 0.2066 0.2260 0.2467 0.2685 0.2916 Page 29 100yr Canal Importation Hydrology Update.txt 0.3158 0.3412 0.3677 0.3955 0.4244 0.4545 0.4858 0.5183 0.5519 0.5867 0.6228 0.6600 0.6983 0.7379 0.7786 0.8205 0.8636 0.9079 0.9534 1.0000 Hrad: 0.0629 0.1249 0.1861 0.2464 0.3060 0.3648 0.4229 0.4804 0.5371 0.5932 0.6487 0.7036 0.7579 0.8117 0.8667 0.9064 0.9307 0.9434 0.9478 0.9466 0.9421 0.9356 0.9284 0.9212 0.9144 0.9084 0.9034 0.8993 0.8964 0.8944 0.8935 0.8935 0.8944 0.8962 0.8987 0.9020 0.9060 0.9105 0.9157 0.9214 0.9276 0.9342 0.9412 0.9487 0.9565 0.9646 0.9730 0.9818 0.9908 1.0000 Width: 0.0905 0.0918 0.0930 0.0943 0.0955 0.0968 0.0980 0.0993 0.1005 0.1018 0.1030 0.1043 0.1055 0.1068 0.1250 0.1500 0.1750 0.2000 0.2250 0.2500 0.2750 0.3000 0.3250 0.3500 0.3750 0.4000 0.4250 0.4500 0.4750 0.5000 0.5250 0.5500 0.5750 0.6000 0.6250 0.6500 0.6750 0.7000 0.7250 0.7500 0.7750 0.8000 0.8250 0.8500 0.8750 0.9000 0.9250 0.9500 0.9750 1.0000 Transect 141 Area: 0.0062 0.0125 0.0190 0.0257 0.0324 0.0394 0.0465 0.0537 0.0611 0.0686 0.0762 0.0840 0.0920 0.1001 0.1084 0.1168 0.1253 0.1340 0.1428 0.1518 0.1610 0.1703 0.1801 0.1913 0.2041 0.2183 0.2340 0.2511 0.2697 0.2898 0.3113 0.3344 0.3589 0.3848 0.4122 0.4411 0.4715 0.5033 0.5367 0.5714 0.6077 0.6454 0.6846 0.7252 0.7673 0.8109 0.8560 0.9025 0.9505 1.0000 Hrad: 0.0485 0.0959 0.1422 0.1875 0.2319 0.2755 0.3182 0.3601 0.4014 0.4419 0.4819 0.5212 0.5599 0.5982 0.6359 0.6731 0.7099 0.7463 0.7822 0.8178 0.8529 0.8878 0.9301 0.9657 0.9924 1.0115 1.0245 1.0325 1.0367 1.0379 1.0369 1.0345 1.0311 1.0271 1.0229 1.0186 1.0144 1.0106 1.0071 1.0040 1.0014 0.9993 0.9977 0.9966 0.9960 0.9959 0.9962 0.9970 0.9983 1.0000 Width: 0.1249 0.1278 0.1307 0.1337 0.1366 0.1395 0.1424 0.1454 0.1483 0.1512 Page 30 100yr Canal Importation Hydrology Update.txt 0.1541 0.1571 0.1600 0.1629 0.1659 0.1688 0.1717 0.1746 0.1776 0.1805 0.1834 0.1863 0.2098 0.2390 0.2683 0.2976 0.3268 0.3561 0.3854 0.4146 0.4439 0.4732 0.5024 0.5317 0.5610 0.5902 0.6195 0.6488 0.6780 0.7073 0.7366 0.7659 0.7951 0.8244 0.8537 0.8829 0.9122 0.9415 0.9707 1.0000 Transect 42 Area: 0.0075 0.0151 0.0228 0.0307 0.0387 0.0468 0.0551 0.0635 0.0721 0.0807 0.0895 0.0985 0.1076 0.1168 0.1261 0.1356 0.1452 0.1549 0.1648 0.1748 0.1850 0.1952 0.2060 0.2181 0.2315 0.2462 0.2623 0.2797 0.2984 0.3185 0.3399 0.3627 0.3867 0.4121 0.4389 0.4670 0.4964 0.5271 0.5592 0.5926 0.6273 0.6634 0.7008 0.7396 0.7796 0.8210 0.8638 0.9079 0.9533 1.0000 Hrad: 0.0470 0.0932 0.1386 0.1833 0.2272 0.2704 0.3130 0.3550 0.3964 0.4372 0.4775 0.5173 0.5566 0.5954 0.6337 0.6717 0.7092 0.7463 0.7831 0.8195 0.8556 0.8913 0.8529 0.8088 0.7775 0.7557 0.7412 0.7322 0.7278 0.7269 0.7290 0.7336 0.7403 0.7486 0.7585 0.7697 0.7819 0.7952 0.8092 0.8241 0.8396 0.8557 0.8724 0.8895 0.9070 0.9250 0.9433 0.9619 0.9808 1.0000 Width: 0.1591 0.1619 0.1647 0.1675 0.1703 0.1731 0.1759 0.1788 0.1816 0.1844 0.1872 0.1900 0.1928 0.1956 0.1984 0.2013 0.2041 0.2069 0.2097 0.2125 0.2153 0.2181 0.2406 0.2688 0.2969 0.3250 0.3531 0.3813 0.4094 0.4375 0.4656 0.4938 0.5219 0.5500 0.5781 0.6063 0.6344 0.6625 0.6906 0.7188 0.7469 0.7750 0.8031 0.8313 0.8594 0.8875 0.9156 0.9438 0.9719 1.0000 Transect 142 Area: 0.0008 0.0018 0.0028 0.0040 0.0053 0.0066 0.0081 0.0097 0.0114 0.0132 0.0150 0.0170 0.0191 0.0213 0.0237 0.0261 0.0286 0.0312 0.0345 0.0395 0.0462 0.0547 0.0649 0.0769 0.0906 0.1061 0.1232 0.1422 0.1629 0.1853 0.2095 0.2354 0.2630 0.2924 0.3236 Page 31 100yr Canal Importation Hydrology Update.txt 0.3565 0.3911 0.4275 0.4656 0.5055 0.5471 0.5904 0.6355 0.6824 0.7309 0.7813 0.8333 0.8871 0.9427 1.0000 Hrad: 0.0926 0.1752 0.2509 0.3214 0.3880 0.4517 0.5130 0.5724 0.6302 0.6868 0.7423 0.7970 0.8508 0.9040 0.9567 1.0088 1.0606 1.1119 1.1707 1.1689 1.1260 1.0665 1.0056 0.9508 0.9047 0.8678 0.8392 0.8178 0.8026 0.7925 0.7867 0.7844 0.7852 0.7885 0.7939 0.8011 0.8098 0.8199 0.8312 0.8434 0.8565 0.8703 0.8848 0.8999 0.9156 0.9317 0.9482 0.9652 0.9824 1.0000 Width: 0.0154 0.0172 0.0190 0.0208 0.0226 0.0244 0.0262 0.0280 0.0298 0.0316 0.0334 0.0352 0.0370 0.0388 0.0406 0.0424 0.0442 0.0460 0.0708 0.1008 0.1308 0.1608 0.1907 0.2207 0.2507 0.2807 0.3106 0.3406 0.3706 0.4005 0.4305 0.4605 0.4905 0.5204 0.5504 0.5804 0.6104 0.6403 0.6703 0.7003 0.7302 0.7602 0.7902 0.8202 0.8501 0.8801 0.9101 0.9401 0.9700 1.0000 Transect 43 Area: 0.0016 0.0033 0.0050 0.0068 0.0086 0.0104 0.0124 0.0143 0.0163 0.0184 0.0205 0.0227 0.0251 0.0286 0.0333 0.0394 0.0467 0.0552 0.0651 0.0762 0.0886 0.1022 0.1171 0.1333 0.1508 0.1695 0.1895 0.2108 0.2333 0.2571 0.2822 0.3086 0.3362 0.3651 0.3952 0.4267 0.4594 0.4933 0.5286 0.5651 0.6029 0.6419 0.6822 0.7238 0.7667 0.8108 0.8562 0.9029 0.9508 1.0000 Hrad: 0.0490 0.0962 0.1418 0.1859 0.2287 0.2703 0.3108 0.3503 0.3888 0.4265 0.4634 0.4996 0.4270 0.3394 0.3041 0.2915 0.2908 0.2971 0.3079 0.3217 0.3377 0.3553 0.3741 0.3938 0.4143 0.4353 0.4568 0.4787 0.5010 0.5235 0.5463 0.5692 0.5924 0.6157 0.6391 0.6627 0.6864 0.7101 0.7340 0.7579 0.7819 0.8059 0.8300 0.8542 0.8784 0.9026 0.9269 0.9513 0.9756 1.0000 Width: 0.0329 0.0339 0.0349 0.0359 0.0369 0.0380 0.0390 0.0400 0.0410 0.0420 0.0431 0.0441 0.0573 0.0828 0.1083 Page 32 100yr Canal Importation Hydrology Update.txt 0.1338 0.1592 0.1847 0.2102 0.2357 0.2611 0.2866 0.3121 0.3376 0.3631 0.3885 0.4140 0.4395 0.4650 0.4904 0.5159 0.5414 0.5669 0.5924 0.6178 0.6433 0.6688 0.6943 0.7197 0.7452 0.7707 0.7962 0.8217 0.8471 0.8726 0.8981 0.9236 0.9490 0.9745 1.0000 Transect 84+184+85 Area: 0.0022 0.0051 0.0087 0.0131 0.0182 0.0240 0.0305 0.0378 0.0458 0.0545 0.0640 0.0742 0.0851 0.0967 0.1091 0.1222 0.1360 0.1505 0.1658 0.1818 0.1985 0.2160 0.2342 0.2531 0.2727 0.2931 0.3142 0.3360 0.3585 0.3818 0.4058 0.4305 0.4560 0.4822 0.5091 0.5367 0.5651 0.5942 0.6240 0.6545 0.6858 0.7178 0.7505 0.7840 0.8182 0.8531 0.8887 0.9251 0.9622 1.0000 Hrad: 0.0328 0.0595 0.0835 0.1059 0.1275 0.1484 0.1690 0.1893 0.2093 0.2293 0.2491 0.2688 0.2884 0.3079 0.3274 0.3469 0.3663 0.3857 0.4050 0.4244 0.4437 0.4630 0.4823 0.5015 0.5208 0.5400 0.5592 0.5785 0.5977 0.6169 0.6361 0.6553 0.6744 0.6936 0.7128 0.7320 0.7511 0.7703 0.7894 0.8086 0.8278 0.8469 0.8660 0.8852 0.9043 0.9235 0.9426 0.9617 0.9809 1.0000 Width: 0.0667 0.0857 0.1048 0.1238 0.1429 0.1619 0.1810 0.2000 0.2190 0.2381 0.2571 0.2762 0.2952 0.3143 0.3333 0.3524 0.3714 0.3905 0.4095 0.4286 0.4476 0.4667 0.4857 0.5048 0.5238 0.5429 0.5619 0.5810 0.6000 0.6190 0.6381 0.6571 0.6762 0.6952 0.7143 0.7333 0.7524 0.7714 0.7905 0.8095 0.8286 0.8476 0.8667 0.8857 0.9048 0.9238 0.9429 0.9619 0.9810 1.0000 Transect 188 Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 Page 33 100yr Canal Importation Hydrology Update.txt 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect 68 Area: 0.0003 0.0006 0.0010 0.0014 0.0019 0.0024 0.0030 0.0036 0.0042 0.0049 0.0057 0.0065 0.0073 0.0082 0.0095 0.0122 0.0165 0.0222 0.0295 0.0382 0.0485 0.0602 0.0735 0.0883 0.1045 0.1223 0.1416 0.1624 0.1846 0.2084 0.2337 0.2605 0.2888 0.3186 0.3499 0.3828 0.4171 0.4529 0.4902 0.5290 0.5694 0.6112 0.6545 0.6994 0.7457 0.7936 0.8429 0.8938 0.9461 1.0000 Hrad: 0.1023 0.1916 0.2725 0.3475 0.4183 0.4860 0.5513 0.6148 0.6768 0.7376 0.7974 0.8564 0.9148 0.9726 1.0055 0.9008 0.7664 0.6594 0.5866 0.5404 0.5129 0.4985 0.4931 0.4941 0.4998 0.5089 0.5207 0.5346 0.5500 0.5668 0.5846 0.6032 0.6225 0.6425 0.6629 0.6838 0.7050 0.7266 0.7484 0.7705 0.7928 0.8153 0.8379 0.8607 0.8837 0.9067 0.9299 0.9532 0.9766 1.0000 Width: 0.0057 0.0066 0.0074 0.0082 0.0090 0.0099 0.0107 0.0115 0.0124 0.0132 0.0140 0.0148 0.0157 0.0165 0.0364 0.0639 0.0914 0.1190 0.1465 0.1740 Page 34 100yr Canal Importation Hydrology Update.txt 0.2016 0.2291 0.2566 0.2842 0.3117 0.3392 0.3668 0.3943 0.4218 0.4494 0.4769 0.5044 0.5320 0.5595 0.5870 0.6146 0.6421 0.6696 0.6971 0.7247 0.7522 0.7797 0.8073 0.8348 0.8623 0.8899 0.9174 0.9449 0.9725 1.0000 Transect 171 Area: 0.0001 0.0005 0.0011 0.0020 0.0032 0.0045 0.0062 0.0081 0.0102 0.0126 0.0153 0.0182 0.0213 0.0247 0.0284 0.0347 0.0423 0.0511 0.0612 0.0726 0.0852 0.0991 0.1142 0.1306 0.1483 0.1672 0.1874 0.2088 0.2315 0.2555 0.2808 0.3073 0.3350 0.3640 0.3943 0.4259 0.4587 0.4927 0.5281 0.5647 0.6025 0.6416 0.6820 0.7237 0.7666 0.8107 0.8562 0.9028 0.9508 1.0000 Hrad: 0.0342 0.0683 0.1025 0.1366 0.1708 0.2050 0.2391 0.2733 0.3075 0.3416 0.3758 0.4099 0.4441 0.4783 0.3541 0.4147 0.4592 0.4927 0.5190 0.5407 0.5594 0.5762 0.5919 0.6069 0.6215 0.6359 0.6502 0.6645 0.6789 0.6933 0.7078 0.7224 0.7371 0.7519 0.7668 0.7818 0.7970 0.8122 0.8274 0.8428 0.8582 0.8738 0.8893 0.9050 0.9207 0.9365 0.9523 0.9681 0.9840 1.0000 Width: 0.0051 0.0101 0.0152 0.0203 0.0253 0.0304 0.0354 0.0405 0.0456 0.0506 0.0557 0.0608 0.0658 0.0709 0.1139 0.1392 0.1646 0.1899 0.2152 0.2405 0.2658 0.2911 0.3165 0.3418 0.3671 0.3924 0.4177 0.4430 0.4684 0.4937 0.5190 0.5443 0.5696 0.5949 0.6203 0.6456 0.6709 0.6962 0.7215 0.7468 0.7722 0.7975 0.8228 0.8481 0.8734 0.8987 0.9241 0.9494 0.9747 1.0000 Transect 172+73 Area: 0.0001 0.0005 0.0012 0.0021 0.0033 0.0048 0.0065 0.0085 0.0108 0.0133 0.0161 0.0192 0.0225 0.0261 0.0300 0.0341 0.0393 0.0471 0.0562 0.0667 0.0784 0.0916 0.1060 0.1218 0.1389 0.1573 0.1771 0.1982 0.2207 0.2444 0.2696 0.2960 0.3238 0.3529 0.3833 0.4151 0.4482 0.4827 0.5184 0.5556 0.5940 0.6338 0.6749 0.7173 0.7611 Page 35 100yr Canal Importation Hydrology Update.txt 0.8062 0.8527 0.9004 0.9496 1.0000 Hrad: 0.0334 0.0668 0.1002 0.1336 0.1670 0.2004 0.2338 0.2672 0.3005 0.3339 0.3673 0.4007 0.4341 0.4675 0.5009 0.5343 0.4066 0.4613 0.5029 0.5352 0.5611 0.5829 0.6017 0.6187 0.6345 0.6495 0.6640 0.6782 0.6923 0.7062 0.7202 0.7342 0.7483 0.7624 0.7767 0.7910 0.8054 0.8199 0.8345 0.8492 0.8640 0.8788 0.8937 0.9087 0.9238 0.9389 0.9541 0.9693 0.9846 1.0000 Width: 0.0052 0.0104 0.0157 0.0209 0.0261 0.0313 0.0365 0.0417 0.0470 0.0522 0.0574 0.0626 0.0678 0.0730 0.0783 0.0835 0.1391 0.1652 0.1913 0.2174 0.2435 0.2696 0.2957 0.3217 0.3478 0.3739 0.4000 0.4261 0.4522 0.4783 0.5043 0.5304 0.5565 0.5826 0.6087 0.6348 0.6609 0.6870 0.7130 0.7391 0.7652 0.7913 0.8174 0.8435 0.8696 0.8957 0.9217 0.9478 0.9739 1.0000 Transect 176 Area: 0.0004 0.0012 0.0025 0.0044 0.0067 0.0095 0.0128 0.0166 0.0209 0.0257 0.0310 0.0367 0.0430 0.0497 0.0570 0.0647 0.0729 0.0817 0.0909 0.1006 0.1108 0.1215 0.1329 0.1459 0.1603 0.1761 0.1935 0.2123 0.2326 0.2544 0.2777 0.3024 0.3286 0.3563 0.3855 0.4161 0.4482 0.4818 0.5169 0.5534 0.5914 0.6309 0.6719 0.7143 0.7583 0.8037 0.8505 0.8989 0.9487 1.0000 Hrad: 0.0328 0.0611 0.0890 0.1169 0.1447 0.1725 0.2002 0.2280 0.2558 0.2836 0.3113 0.3391 0.3668 0.3946 0.4223 0.4501 0.4779 0.5056 0.5334 0.5611 0.5889 0.6166 0.6628 0.7059 0.7410 0.7696 0.7929 0.8120 0.8278 0.8412 0.8526 0.8627 0.8717 0.8799 0.8877 0.8951 0.9022 0.9093 0.9163 0.9233 0.9304 0.9376 0.9449 0.9524 0.9599 0.9677 0.9755 0.9835 0.9917 1.0000 Width: 0.0116 0.0210 0.0305 0.0399 0.0494 0.0588 0.0683 0.0777 0.0872 0.0966 0.1061 0.1155 0.1250 0.1345 0.1439 0.1534 0.1628 0.1723 0.1817 0.1912 0.2006 0.2101 0.2342 0.2626 0.2910 Page 36 100yr Canal Importation Hydrology Update.txt 0.3193 0.3477 0.3761 0.4044 0.4328 0.4611 0.4895 0.5179 0.5462 0.5746 0.6029 0.6313 0.6597 0.6880 0.7164 0.7447 0.7731 0.8015 0.8298 0.8582 0.8866 0.9149 0.9433 0.9716 1.0000 Transect 22 Area: 0.0008 0.0031 0.0070 0.0124 0.0187 0.0253 0.0325 0.0405 0.0491 0.0585 0.0685 0.0793 0.0907 0.1028 0.1156 0.1291 0.1433 0.1582 0.1737 0.1900 0.2070 0.2246 0.2430 0.2620 0.2817 0.3022 0.3233 0.3451 0.3676 0.3908 0.4147 0.4392 0.4645 0.4905 0.5171 0.5445 0.5725 0.6012 0.6307 0.6608 0.6916 0.7231 0.7553 0.7882 0.8217 0.8560 0.8910 0.9266 0.9630 1.0000 Hrad: 0.0273 0.0546 0.0819 0.1092 0.1630 0.2135 0.2577 0.2969 0.3323 0.3644 0.3938 0.4210 0.4464 0.4701 0.4925 0.5138 0.5340 0.5534 0.5720 0.5899 0.6073 0.6241 0.6404 0.6563 0.6719 0.6871 0.7020 0.7166 0.7310 0.7451 0.7590 0.7728 0.7863 0.7997 0.8130 0.8261 0.8391 0.8520 0.8648 0.8775 0.8900 0.9025 0.9150 0.9273 0.9396 0.9518 0.9639 0.9760 0.9880 1.0000 Width: 0.0416 0.0833 0.1249 0.1665 0.1667 0.1852 0.2037 0.2222 0.2407 0.2593 0.2778 0.2963 0.3148 0.3333 0.3519 0.3704 0.3889 0.4074 0.4259 0.4444 0.4630 0.4815 0.5000 0.5185 0.5370 0.5556 0.5741 0.5926 0.6111 0.6296 0.6481 0.6667 0.6852 0.7037 0.7222 0.7407 0.7593 0.7778 0.7963 0.8148 0.8333 0.8519 0.8704 0.8889 0.9074 0.9259 0.9444 0.9630 0.9815 1.0000 Transect street Area: 0.0008 0.0031 0.0070 0.0124 0.0187 0.0253 0.0325 0.0405 0.0491 0.0585 0.0685 0.0793 0.0907 0.1028 0.1156 0.1291 0.1433 0.1582 0.1737 0.1900 0.2070 0.2246 0.2430 0.2620 0.2817 0.3022 0.3233 0.3451 0.3676 0.3908 0.4147 0.4392 0.4645 0.4905 0.5171 0.5445 0.5725 0.6012 0.6307 0.6608 0.6916 0.7231 0.7553 0.7882 0.8217 0.8560 0.8910 0.9266 0.9630 1.0000 Page 37 100yr Canal Importation Hydrology Update.txt Hrad: 0.0273 0.0546 0.0819 0.1092 0.1630 0.2135 0.2577 0.2969 0.3323 0.3644 0.3938 0.4210 0.4464 0.4701 0.4925 0.5138 0.5340 0.5534 0.5720 0.5899 0.6073 0.6241 0.6404 0.6563 0.6719 0.6871 0.7020 0.7166 0.7310 0.7451 0.7590 0.7728 0.7863 0.7997 0.8130 0.8261 0.8391 0.8520 0.8648 0.8775 0.8900 0.9025 0.9150 0.9273 0.9396 0.9518 0.9639 0.9760 0.9880 1.0000 Width: 0.0416 0.0833 0.1249 0.1665 0.1667 0.1852 0.2037 0.2222 0.2407 0.2593 0.2778 0.2963 0.3148 0.3333 0.3519 0.3704 0.3889 0.4074 0.4259 0.4444 0.4630 0.4815 0.5000 0.5185 0.5370 0.5556 0.5741 0.5926 0.6111 0.6296 0.6481 0.6667 0.6852 0.7037 0.7222 0.7407 0.7593 0.7778 0.7963 0.8148 0.8333 0.8519 0.8704 0.8889 0.9074 0.9259 0.9444 0.9630 0.9815 1.0000 Transect 110_overflow Area: 0.0056 0.0117 0.0184 0.0258 0.0337 0.0422 0.0513 0.0610 0.0712 0.0821 0.0936 0.1056 0.1182 0.1315 0.1453 0.1597 0.1747 0.1902 0.2064 0.2232 0.2405 0.2584 0.2770 0.2961 0.3158 0.3361 0.3570 0.3784 0.4005 0.4232 0.4464 0.4702 0.4947 0.5197 0.5453 0.5715 0.5982 0.6256 0.6536 0.6821 0.7112 0.7410 0.7713 0.8022 0.8337 0.8658 0.8984 0.9317 0.9656 1.0000 Hrad: 0.0334 0.0638 0.0920 0.1184 0.1436 0.1677 0.1909 0.2135 0.2354 0.2569 0.2779 0.2986 0.3190 0.3391 0.3590 0.3786 0.3981 0.4175 0.4366 0.4557 0.4746 0.4935 0.5122 0.5309 0.5494 0.5679 0.5864 0.6047 0.6231 0.6413 0.6596 0.6777 0.6959 0.7140 0.7320 0.7501 0.7681 0.7860 0.8040 0.8219 0.8398 0.8577 0.8755 0.8934 0.9112 0.9290 0.9468 0.9645 0.9823 1.0000 Width: 0.1685 0.1855 0.2024 0.2194 0.2364 0.2533 0.2703 0.2873 0.3042 0.3212 0.3382 0.3552 0.3721 0.3891 0.4061 0.4230 0.4400 0.4570 0.4739 0.4909 0.5079 0.5248 0.5418 0.5588 0.5758 0.5927 0.6097 0.6267 0.6436 0.6606 Page 38 100yr Canal Importation Hydrology Update.txt 0.6776 0.6945 0.7115 0.7285 0.7455 0.7624 0.7794 0.7964 0.8133 0.8303 0.8473 0.8642 0.8812 0.8982 0.9152 0.9321 0.9491 0.9661 0.9830 1.0000 Transect 113+15 Area: 0.0003 0.0007 0.0012 0.0018 0.0024 0.0031 0.0039 0.0048 0.0057 0.0068 0.0079 0.0090 0.0103 0.0116 0.0130 0.0145 0.0160 0.0176 0.0194 0.0226 0.0276 0.0345 0.0434 0.0541 0.0668 0.0813 0.0977 0.1161 0.1363 0.1585 0.1825 0.2084 0.2363 0.2660 0.2976 0.3312 0.3666 0.4039 0.4431 0.4843 0.5273 0.5722 0.6191 0.6678 0.7184 0.7709 0.8253 0.8817 0.9399 1.0000 Hrad: 0.0867 0.1598 0.2252 0.2860 0.3436 0.3991 0.4530 0.5058 0.5577 0.6090 0.6596 0.7098 0.7597 0.8092 0.8585 0.9076 0.9565 1.0052 1.0607 1.0579 0.9811 0.8871 0.8041 0.7400 0.6941 0.6630 0.6435 0.6328 0.6290 0.6304 0.6358 0.6445 0.6557 0.6690 0.6839 0.7003 0.7179 0.7364 0.7557 0.7758 0.7965 0.8177 0.8393 0.8614 0.8838 0.9065 0.9296 0.9528 0.9763 1.0000 Width: 0.0061 0.0073 0.0086 0.0098 0.0111 0.0123 0.0136 0.0148 0.0161 0.0173 0.0185 0.0198 0.0210 0.0223 0.0235 0.0248 0.0260 0.0272 0.0360 0.0671 0.0982 0.1293 0.1603 0.1914 0.2225 0.2536 0.2847 0.3158 0.3469 0.3780 0.4091 0.4402 0.4713 0.5024 0.5335 0.5646 0.5957 0.6268 0.6579 0.6890 0.7201 0.7512 0.7823 0.8134 0.8445 0.8756 0.9067 0.9378 0.9689 1.0000 Transect 115+16 Area: 0.0010 0.0027 0.0052 0.0085 0.0126 0.0175 0.0231 0.0295 0.0367 0.0447 0.0534 0.0629 0.0732 0.0843 0.0961 0.1087 0.1221 0.1363 0.1513 0.1670 0.1835 0.2008 0.2188 0.2377 0.2573 0.2777 0.2988 0.3208 0.3435 0.3670 0.3913 0.4163 0.4421 0.4687 0.4961 0.5243 0.5532 0.5829 0.6134 0.6447 0.6767 0.7095 0.7431 0.7775 0.8126 0.8485 0.8852 0.9227 0.9610 1.0000 Hrad: Page 39 100yr Canal Importation Hydrology Update.txt 0.0282 0.0502 0.0710 0.0913 0.1114 0.1314 0.1513 0.1712 0.1910 0.2108 0.2306 0.2504 0.2702 0.2900 0.3097 0.3295 0.3492 0.3689 0.3887 0.4084 0.4282 0.4479 0.4676 0.4873 0.5071 0.5268 0.5465 0.5662 0.5860 0.6057 0.6254 0.6451 0.6648 0.6846 0.7043 0.7240 0.7437 0.7634 0.7831 0.8029 0.8226 0.8423 0.8620 0.8817 0.9014 0.9211 0.9409 0.9606 0.9803 1.0000 Width: 0.0345 0.0542 0.0739 0.0936 0.1133 0.1330 0.1527 0.1724 0.1921 0.2118 0.2315 0.2512 0.2709 0.2906 0.3103 0.3300 0.3498 0.3695 0.3892 0.4089 0.4286 0.4483 0.4680 0.4877 0.5074 0.5271 0.5468 0.5665 0.5862 0.6059 0.6256 0.6453 0.6650 0.6847 0.7044 0.7241 0.7438 0.7635 0.7833 0.8030 0.8227 0.8424 0.8621 0.8818 0.9015 0.9212 0.9409 0.9606 0.9803 1.0000 Transect 116 Area: 0.0006 0.0013 0.0021 0.0029 0.0039 0.0049 0.0059 0.0071 0.0083 0.0096 0.0110 0.0124 0.0139 0.0155 0.0172 0.0189 0.0208 0.0227 0.0247 0.0281 0.0333 0.0405 0.0495 0.0604 0.0731 0.0877 0.1042 0.1226 0.1428 0.1649 0.1889 0.2147 0.2425 0.2720 0.3035 0.3368 0.3720 0.4091 0.4481 0.4889 0.5316 0.5761 0.6226 0.6709 0.7211 0.7731 0.8270 0.8828 0.9405 1.0000 Hrad: 0.0881 0.1659 0.2367 0.3023 0.3640 0.4227 0.4790 0.5335 0.5865 0.6382 0.6889 0.7387 0.7877 0.8361 0.8839 0.9313 0.9782 1.0248 1.0776 1.0867 1.0301 0.9507 0.8739 0.8100 0.7608 0.7251 0.7004 0.6848 0.6762 0.6731 0.6746 0.6796 0.6875 0.6978 0.7100 0.7238 0.7390 0.7553 0.7726 0.7908 0.8096 0.8291 0.8491 0.8696 0.8905 0.9118 0.9334 0.9554 0.9776 1.0000 Width: 0.0109 0.0121 0.0134 0.0146 0.0159 0.0171 0.0183 0.0196 0.0208 0.0221 0.0233 0.0245 0.0258 0.0270 0.0282 0.0295 0.0307 0.0320 0.0406 0.0716 0.1025 0.1335 0.1644 0.1954 0.2263 0.2573 0.2882 0.3191 0.3501 0.3810 0.4120 0.4429 0.4739 0.5048 0.5358 Page 40 100yr Canal Importation Hydrology Update.txt 0.5667 0.5977 0.6286 0.6596 0.6905 0.7215 0.7524 0.7834 0.8143 0.8453 0.8762 0.9072 0.9381 0.9691 1.0000 Transect 18 Area: 0.0010 0.0027 0.0052 0.0085 0.0126 0.0175 0.0231 0.0295 0.0367 0.0447 0.0534 0.0629 0.0732 0.0843 0.0961 0.1087 0.1221 0.1363 0.1513 0.1670 0.1835 0.2008 0.2188 0.2377 0.2573 0.2777 0.2988 0.3208 0.3435 0.3670 0.3913 0.4163 0.4421 0.4687 0.4961 0.5243 0.5532 0.5829 0.6134 0.6447 0.6767 0.7095 0.7431 0.7775 0.8126 0.8485 0.8852 0.9227 0.9610 1.0000 Hrad: 0.0282 0.0502 0.0710 0.0913 0.1114 0.1314 0.1513 0.1712 0.1910 0.2108 0.2306 0.2504 0.2702 0.2900 0.3097 0.3295 0.3492 0.3689 0.3887 0.4084 0.4282 0.4479 0.4676 0.4873 0.5071 0.5268 0.5465 0.5662 0.5860 0.6057 0.6254 0.6451 0.6648 0.6846 0.7043 0.7240 0.7437 0.7634 0.7831 0.8029 0.8226 0.8423 0.8620 0.8817 0.9014 0.9211 0.9409 0.9606 0.9803 1.0000 Width: 0.0345 0.0542 0.0739 0.0936 0.1133 0.1330 0.1527 0.1724 0.1921 0.2118 0.2315 0.2512 0.2709 0.2906 0.3103 0.3300 0.3498 0.3695 0.3892 0.4089 0.4286 0.4483 0.4680 0.4877 0.5074 0.5271 0.5468 0.5665 0.5862 0.6059 0.6256 0.6453 0.6650 0.6847 0.7044 0.7241 0.7438 0.7635 0.7833 0.8030 0.8227 0.8424 0.8621 0.8818 0.9015 0.9212 0.9409 0.9606 0.9803 1.0000 Transect 118 Area: 0.0010 0.0021 0.0032 0.0045 0.0059 0.0073 0.0088 0.0105 0.0122 0.0140 0.0159 0.0179 0.0199 0.0221 0.0244 0.0267 0.0292 0.0317 0.0343 0.0370 0.0398 0.0427 0.0464 0.0522 0.0603 0.0707 0.0834 0.0983 0.1155 0.1349 0.1567 0.1807 0.2069 0.2354 0.2662 0.2993 0.3346 0.3722 0.4120 0.4541 0.4985 0.5452 0.5941 0.6453 0.6987 0.7545 0.8124 0.8727 0.9352 1.0000 Hrad: 0.0886 0.1700 0.2459 0.3174 0.3854 Page 41 100yr Canal Importation Hydrology Update.txt 0.4505 0.5133 0.5742 0.6333 0.6911 0.7477 0.8032 0.8579 0.9117 0.9649 1.0174 1.0694 1.1208 1.1719 1.2225 1.2728 1.3228 1.3754 1.3588 1.2946 1.2120 1.1295 1.0560 0.9947 0.9458 0.9080 0.8797 0.8594 0.8457 0.8375 0.8337 0.8337 0.8368 0.8425 0.8505 0.8603 0.8717 0.8844 0.8984 0.9134 0.9293 0.9460 0.9634 0.9814 1.0000 Width: 0.0157 0.0171 0.0185 0.0198 0.0212 0.0226 0.0240 0.0253 0.0267 0.0281 0.0295 0.0308 0.0322 0.0336 0.0350 0.0363 0.0377 0.0391 0.0405 0.0418 0.0432 0.0446 0.0716 0.1060 0.1404 0.1748 0.2092 0.2436 0.2779 0.3123 0.3467 0.3811 0.4155 0.4499 0.4842 0.5186 0.5530 0.5874 0.6218 0.6562 0.6905 0.7249 0.7593 0.7937 0.8281 0.8625 0.8968 0.9312 0.9656 1.0000 Transect 20 Area: 0.0002 0.0005 0.0009 0.0014 0.0019 0.0025 0.0032 0.0039 0.0047 0.0056 0.0066 0.0076 0.0087 0.0099 0.0111 0.0124 0.0138 0.0153 0.0168 0.0184 0.0201 0.0219 0.0244 0.0293 0.0365 0.0462 0.0583 0.0728 0.0897 0.1090 0.1307 0.1548 0.1814 0.2103 0.2416 0.2753 0.3115 0.3500 0.3909 0.4343 0.4800 0.5282 0.5788 0.6317 0.6871 0.7449 0.8050 0.8676 0.9326 1.0000 Hrad: 0.0928 0.1678 0.2345 0.2966 0.3559 0.4133 0.4696 0.5249 0.5796 0.6338 0.6876 0.7410 0.7943 0.8473 0.9001 0.9528 1.0053 1.0578 1.1102 1.1625 1.2147 1.2668 1.3026 1.2162 1.0824 0.9570 0.8584 0.7871 0.7383 0.7066 0.6877 0.6785 0.6764 0.6799 0.6876 0.6987 0.7124 0.7283 0.7460 0.7651 0.7854 0.8067 0.8289 0.8518 0.8753 0.8994 0.9240 0.9490 0.9743 1.0000 Width: 0.0040 0.0050 0.0061 0.0071 0.0082 0.0092 0.0103 0.0113 0.0124 0.0134 0.0145 0.0155 0.0166 0.0176 0.0187 0.0197 0.0208 0.0219 0.0229 0.0240 0.0250 0.0261 0.0536 0.0886 0.1237 0.1587 0.1938 0.2288 0.2639 0.2989 0.3340 0.3690 0.4041 0.4391 0.4742 0.5093 0.5443 0.5794 0.6144 0.6495 Page 42 100yr Canal Importation Hydrology Update.txt 0.6845 0.7196 0.7546 0.7897 0.8247 0.8598 0.8948 0.9299 0.9649 1.0000 Transect 1+101 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 2+102+3+103 Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 Page 43 100yr Canal Importation Hydrology Update.txt 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect 4+5 Area: 0.0003 0.0012 0.0028 0.0050 0.0080 0.0117 0.0164 0.0218 0.0281 0.0352 0.0432 0.0519 0.0615 0.0720 0.0832 0.0953 0.1082 0.1220 0.1366 0.1520 0.1682 0.1853 0.2032 0.2219 0.2415 0.2619 0.2831 0.3051 0.3280 0.3517 0.3762 0.4016 0.4278 0.4548 0.4827 0.5113 0.5409 0.5712 0.6024 0.6344 0.6672 0.7009 0.7353 0.7707 0.8068 0.8438 0.8816 0.9202 0.9597 1.0000 Hrad: 0.0550 0.1100 0.1649 0.2338 0.3077 0.3545 0.3871 0.4120 0.4324 0.4503 0.4666 0.4820 0.4966 0.5108 0.5248 0.5386 0.5522 0.5658 0.5793 0.5927 0.6062 0.6196 0.6331 0.6465 0.6600 0.6734 0.6869 0.7004 0.7139 0.7274 0.7409 0.7545 0.7680 0.7816 0.7952 0.8088 0.8224 0.8360 0.8496 0.8632 0.8769 0.8905 0.9042 0.9178 0.9315 0.9452 0.9589 0.9726 0.9863 1.0000 Width: 0.0153 0.0306 0.0458 0.0626 0.0830 0.1034 0.1238 0.1442 0.1645 0.1849 0.2053 0.2257 0.2460 0.2664 0.2868 0.3072 0.3275 0.3479 0.3683 0.3887 0.4091 0.4294 0.4498 0.4702 0.4906 0.5109 0.5313 0.5517 0.5721 0.5925 0.6128 0.6332 0.6536 0.6740 0.6943 0.7147 0.7351 0.7555 0.7758 0.7962 0.8166 0.8370 0.8574 0.8777 0.8981 Page 44 100yr Canal Importation Hydrology Update.txt 0.9185 0.9389 0.9592 0.9796 1.0000 Transect 104+105 Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect 8 Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0591 0.1182 0.1773 0.2520 0.3394 0.4006 0.4453 0.4798 0.5075 0.5306 0.5505 0.5682 0.5843 0.5991 0.6131 Page 45 100yr Canal Importation Hydrology Update.txt 0.6263 0.6391 0.6514 0.6634 0.6751 0.6866 0.6980 0.7092 0.7203 0.7314 0.7423 0.7532 0.7641 0.7749 0.7857 0.7965 0.8073 0.8180 0.8287 0.8394 0.8502 0.8609 0.8716 0.8823 0.8930 0.9036 0.9143 0.9250 0.9357 0.9464 0.9572 0.9679 0.9786 0.9893 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect 108 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Page 46 100yr Canal Importation Hydrology Update.txt Transect 86 Area: 0.0003 0.0014 0.0031 0.0054 0.0086 0.0126 0.0174 0.0231 0.0295 0.0368 0.0449 0.0538 0.0635 0.0741 0.0854 0.0976 0.1106 0.1245 0.1391 0.1546 0.1709 0.1880 0.2059 0.2247 0.2442 0.2646 0.2858 0.3079 0.3307 0.3544 0.3789 0.4042 0.4303 0.4573 0.4850 0.5136 0.5430 0.5733 0.6043 0.6362 0.6689 0.7024 0.7367 0.7719 0.8078 0.8446 0.8822 0.9207 0.9599 1.0000 Hrad: 0.0564 0.1128 0.1693 0.2398 0.3171 0.3677 0.4035 0.4307 0.4529 0.4720 0.4890 0.5046 0.5194 0.5336 0.5473 0.5607 0.5739 0.5870 0.5999 0.6128 0.6256 0.6384 0.6511 0.6639 0.6766 0.6894 0.7021 0.7149 0.7277 0.7405 0.7533 0.7661 0.7790 0.7918 0.8047 0.8176 0.8305 0.8435 0.8564 0.8694 0.8824 0.8954 0.9084 0.9214 0.9345 0.9476 0.9607 0.9738 0.9869 1.0000 Width: 0.0168 0.0336 0.0504 0.0682 0.0885 0.1087 0.1290 0.1492 0.1695 0.1898 0.2100 0.2303 0.2505 0.2708 0.2910 0.3113 0.3315 0.3518 0.3721 0.3923 0.4126 0.4328 0.4531 0.4733 0.4936 0.5139 0.5341 0.5544 0.5746 0.5949 0.6151 0.6354 0.6556 0.6759 0.6962 0.7164 0.7367 0.7569 0.7772 0.7974 0.8177 0.8380 0.8582 0.8785 0.8987 0.9190 0.9392 0.9595 0.9797 1.0000 Transect 87 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0202 0.0403 0.0605 0.0796 0.0973 0.1159 0.1350 0.1544 0.1740 0.1938 0.2136 0.2335 0.2535 0.2735 0.2936 0.3136 0.3337 0.3538 0.3739 0.3941 Page 47 100yr Canal Importation Hydrology Update.txt 0.4142 0.4344 0.4545 0.4747 0.4948 0.5150 0.5352 0.5554 0.5756 0.5958 0.6160 0.6362 0.6564 0.6766 0.6968 0.7170 0.7372 0.7574 0.7776 0.7978 0.8180 0.8382 0.8585 0.8787 0.8989 0.9191 0.9393 0.9596 0.9798 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 83 Area: 0.0037 0.0080 0.0130 0.0187 0.0250 0.0320 0.0397 0.0480 0.0570 0.0667 0.0770 0.0880 0.0997 0.1120 0.1250 0.1387 0.1530 0.1680 0.1837 0.2000 0.2170 0.2347 0.2530 0.2720 0.2917 0.3120 0.3330 0.3547 0.3770 0.4000 0.4237 0.4480 0.4730 0.4987 0.5250 0.5520 0.5797 0.6080 0.6370 0.6667 0.6970 0.7280 0.7597 0.7920 0.8250 0.8587 0.8930 0.9280 0.9637 1.0000 Hrad: 0.0337 0.0631 0.0896 0.1143 0.1378 0.1603 0.1821 0.2034 0.2242 0.2447 0.2650 0.2850 0.3048 0.3245 0.3440 0.3634 0.3828 0.4020 0.4211 0.4402 0.4593 0.4782 0.4972 0.5161 0.5349 0.5537 0.5725 0.5913 0.6100 0.6287 0.6474 0.6661 0.6847 0.7034 0.7220 0.7406 0.7592 0.7778 0.7963 0.8149 0.8334 0.8520 0.8705 0.8890 0.9075 0.9260 0.9445 0.9630 0.9815 1.0000 Width: 0.1091 0.1273 0.1455 0.1636 0.1818 0.2000 0.2182 0.2364 0.2545 0.2727 0.2909 0.3091 0.3273 0.3455 0.3636 0.3818 0.4000 0.4182 0.4364 0.4545 0.4727 0.4909 0.5091 0.5273 0.5455 0.5636 0.5818 0.6000 0.6182 0.6364 0.6545 0.6727 0.6909 0.7091 0.7273 0.7455 0.7636 0.7818 0.8000 0.8182 0.8364 0.8545 0.8727 0.8909 0.9091 0.9273 0.9455 0.9636 0.9818 1.0000 Page 48 100yr Canal Importation Hydrology Update.txt Transect 183 Area: 0.0082 0.0170 0.0262 0.0358 0.0460 0.0566 0.0678 0.0794 0.0914 0.1040 0.1170 0.1306 0.1446 0.1590 0.1740 0.1894 0.2054 0.2218 0.2386 0.2560 0.2738 0.2922 0.3110 0.3302 0.3500 0.3702 0.3910 0.4122 0.4338 0.4560 0.4786 0.5018 0.5254 0.5494 0.5740 0.5990 0.6246 0.6506 0.6770 0.7040 0.7314 0.7594 0.7878 0.8166 0.8460 0.8758 0.9062 0.9370 0.9682 1.0000 Hrad: 0.0314 0.0611 0.0894 0.1165 0.1425 0.1677 0.1921 0.2157 0.2388 0.2613 0.2834 0.3050 0.3262 0.3471 0.3677 0.3880 0.4080 0.4278 0.4474 0.4668 0.4859 0.5050 0.5238 0.5426 0.5611 0.5796 0.5980 0.6162 0.6343 0.6524 0.6703 0.6882 0.7060 0.7237 0.7414 0.7590 0.7765 0.7940 0.8114 0.8287 0.8460 0.8633 0.8805 0.8977 0.9148 0.9319 0.9490 0.9660 0.9830 1.0000 Width: 0.2650 0.2800 0.2950 0.3100 0.3250 0.3400 0.3550 0.3700 0.3850 0.4000 0.4150 0.4300 0.4450 0.4600 0.4750 0.4900 0.5050 0.5200 0.5350 0.5500 0.5650 0.5800 0.5950 0.6100 0.6250 0.6400 0.6550 0.6700 0.6850 0.7000 0.7150 0.7300 0.7450 0.7600 0.7750 0.7900 0.8050 0.8200 0.8350 0.8500 0.8650 0.8800 0.8950 0.9100 0.9250 0.9400 0.9550 0.9700 0.9850 1.0000 Transect 88 Area: 0.0088 0.0181 0.0278 0.0379 0.0486 0.0597 0.0712 0.0832 0.0957 0.1086 0.1219 0.1358 0.1501 0.1648 0.1800 0.1957 0.2118 0.2283 0.2454 0.2629 0.2808 0.2992 0.3181 0.3374 0.3571 0.3774 0.3981 0.4192 0.4408 0.4629 0.4854 0.5083 0.5318 0.5557 0.5800 0.6048 0.6301 0.6558 0.6819 0.7086 0.7357 0.7632 0.7912 0.8197 0.8486 0.8779 0.9078 0.9381 0.9688 1.0000 Hrad: 0.0313 0.0610 0.0894 0.1166 0.1428 0.1682 0.1927 0.2166 0.2399 0.2626 0.2849 0.3067 0.3281 0.3491 0.3698 0.3902 0.4104 0.4302 0.4499 0.4693 0.4886 0.5076 0.5265 0.5453 0.5639 Page 49 100yr Canal Importation Hydrology Update.txt 0.5823 0.6007 0.6189 0.6370 0.6550 0.6728 0.6907 0.7084 0.7260 0.7436 0.7610 0.7785 0.7958 0.8131 0.8303 0.8475 0.8646 0.8817 0.8987 0.9157 0.9327 0.9495 0.9664 0.9832 1.0000 Width: 0.2873 0.3018 0.3164 0.3309 0.3455 0.3600 0.3745 0.3891 0.4036 0.4182 0.4327 0.4473 0.4618 0.4764 0.4909 0.5055 0.5200 0.5345 0.5491 0.5636 0.5782 0.5927 0.6073 0.6218 0.6364 0.6509 0.6655 0.6800 0.6945 0.7091 0.7236 0.7382 0.7527 0.7673 0.7818 0.7964 0.8109 0.8255 0.8400 0.8545 0.8691 0.8836 0.8982 0.9127 0.9273 0.9418 0.9564 0.9709 0.9855 1.0000 Transect 81+181 Area: 0.0001 0.0003 0.0007 0.0013 0.0020 0.0029 0.0039 0.0051 0.0065 0.0080 0.0097 0.0115 0.0135 0.0157 0.0180 0.0205 0.0232 0.0272 0.0328 0.0400 0.0488 0.0592 0.0712 0.0848 0.1000 0.1168 0.1352 0.1552 0.1768 0.2000 0.2248 0.2512 0.2792 0.3088 0.3400 0.3728 0.4072 0.4432 0.4808 0.5200 0.5608 0.6032 0.6472 0.6928 0.7400 0.7888 0.8392 0.8912 0.9448 1.0000 Hrad: 0.0420 0.0840 0.1260 0.1680 0.2099 0.2519 0.2939 0.3359 0.3779 0.4199 0.4619 0.5039 0.5458 0.5878 0.6298 0.6718 0.7238 0.7559 0.7490 0.7254 0.6987 0.6752 0.6571 0.6447 0.6374 0.6345 0.6353 0.6392 0.6457 0.6543 0.6646 0.6764 0.6895 0.7036 0.7186 0.7344 0.7509 0.7680 0.7856 0.8036 0.8220 0.8408 0.8599 0.8793 0.8989 0.9187 0.9388 0.9590 0.9794 1.0000 Width: 0.0029 0.0057 0.0086 0.0114 0.0143 0.0171 0.0200 0.0229 0.0257 0.0286 0.0314 0.0343 0.0371 0.0400 0.0429 0.0457 0.0571 0.0857 0.1143 0.1429 0.1714 0.2000 0.2286 0.2571 0.2857 0.3143 0.3429 0.3714 0.4000 0.4286 0.4571 0.4857 0.5143 0.5429 0.5714 0.6000 0.6286 0.6571 0.6857 0.7143 0.7429 0.7714 0.8000 0.8286 0.8571 0.8857 0.9143 0.9429 0.9714 1.0000 Transect 95 Page 50 100yr Canal Importation Hydrology Update.txt Area: 0.0002 0.0004 0.0008 0.0012 0.0018 0.0024 0.0030 0.0038 0.0047 0.0056 0.0066 0.0077 0.0089 0.0102 0.0116 0.0130 0.0146 0.0176 0.0222 0.0285 0.0365 0.0462 0.0575 0.0706 0.0853 0.1017 0.1198 0.1395 0.1610 0.1841 0.2089 0.2354 0.2636 0.2935 0.3250 0.3582 0.3931 0.4297 0.4680 0.5079 0.5496 0.5929 0.6379 0.6846 0.7329 0.7830 0.8347 0.8881 0.9432 1.0000 Hrad: 0.0755 0.1347 0.1881 0.2389 0.2882 0.3366 0.3844 0.4318 0.4789 0.5258 0.5726 0.6192 0.6657 0.7121 0.7585 0.8048 0.8584 0.8512 0.7856 0.7125 0.6523 0.6089 0.5802 0.5630 0.5546 0.5527 0.5559 0.5628 0.5728 0.5851 0.5992 0.6149 0.6318 0.6497 0.6685 0.6880 0.7082 0.7288 0.7499 0.7714 0.7933 0.8154 0.8378 0.8604 0.8833 0.9063 0.9295 0.9529 0.9764 1.0000 Width: 0.0039 0.0054 0.0068 0.0083 0.0097 0.0112 0.0127 0.0141 0.0156 0.0170 0.0185 0.0200 0.0214 0.0229 0.0243 0.0258 0.0365 0.0657 0.0949 0.1241 0.1533 0.1825 0.2117 0.2409 0.2701 0.2993 0.3285 0.3577 0.3869 0.4161 0.4453 0.4745 0.5036 0.5328 0.5620 0.5912 0.6204 0.6496 0.6788 0.7080 0.7372 0.7664 0.7956 0.8248 0.8540 0.8832 0.9124 0.9416 0.9708 1.0000 Transect 89+189+94+93+187 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 Page 51 100yr Canal Importation Hydrology Update.txt 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 82 Area: 0.0007 0.0017 0.0029 0.0043 0.0060 0.0079 0.0100 0.0124 0.0150 0.0179 0.0210 0.0244 0.0279 0.0318 0.0358 0.0401 0.0447 0.0494 0.0544 0.0597 0.0652 0.0709 0.0769 0.0831 0.0896 0.0973 0.1075 0.1200 0.1349 0.1522 0.1719 0.1940 0.2185 0.2454 0.2746 0.3063 0.3403 0.3767 0.4155 0.4567 0.5003 0.5463 0.5946 0.6454 0.6985 0.7540 0.8119 0.8722 0.9349 1.0000 Hrad: 0.0651 0.1180 0.1655 0.2100 0.2527 0.2942 0.3350 0.3752 0.4150 0.4545 0.4938 0.5328 0.5717 0.6105 0.6491 0.6877 0.7262 0.7646 0.8030 0.8414 0.8796 0.9179 0.9561 0.9943 1.0325 1.0893 1.1141 1.1160 1.1034 1.0830 1.0594 1.0357 1.0137 0.9943 0.9780 0.9648 0.9546 0.9472 0.9424 0.9399 0.9395 0.9410 0.9441 0.9487 0.9547 0.9618 0.9700 0.9792 0.9892 1.0000 Width: 0.0126 0.0162 0.0198 0.0234 0.0270 0.0306 0.0342 0.0378 0.0414 0.0450 0.0486 0.0523 0.0559 0.0595 0.0631 0.0667 0.0703 0.0739 0.0775 0.0811 0.0847 0.0883 0.0919 0.0955 0.0991 0.1351 0.1712 0.2072 0.2432 0.2793 0.3153 0.3514 0.3874 0.4234 0.4595 0.4955 0.5315 0.5676 0.6036 0.6396 0.6757 0.7117 0.7477 0.7838 0.8198 0.8559 0.8919 0.9279 0.9640 1.0000 Transect 45 Area: Page 52 100yr Canal Importation Hydrology Update.txt 0.0022 0.0051 0.0087 0.0131 0.0182 0.0240 0.0305 0.0378 0.0458 0.0545 0.0640 0.0742 0.0851 0.0967 0.1091 0.1222 0.1360 0.1505 0.1658 0.1818 0.1985 0.2160 0.2342 0.2531 0.2727 0.2931 0.3142 0.3360 0.3585 0.3818 0.4058 0.4305 0.4560 0.4822 0.5091 0.5367 0.5651 0.5942 0.6240 0.6545 0.6858 0.7178 0.7505 0.7840 0.8182 0.8531 0.8887 0.9251 0.9622 1.0000 Hrad: 0.0328 0.0594 0.0833 0.1058 0.1273 0.1483 0.1688 0.1891 0.2092 0.2291 0.2489 0.2686 0.2883 0.3078 0.3273 0.3468 0.3662 0.3856 0.4049 0.4243 0.4436 0.4629 0.4822 0.5014 0.5207 0.5399 0.5592 0.5784 0.5976 0.6168 0.6360 0.6552 0.6744 0.6936 0.7127 0.7319 0.7511 0.7702 0.7894 0.8086 0.8277 0.8469 0.8660 0.8852 0.9043 0.9235 0.9426 0.9617 0.9809 1.0000 Width: 0.0667 0.0857 0.1048 0.1238 0.1429 0.1619 0.1810 0.2000 0.2190 0.2381 0.2571 0.2762 0.2952 0.3143 0.3333 0.3524 0.3714 0.3905 0.4095 0.4286 0.4476 0.4667 0.4857 0.5048 0.5238 0.5429 0.5619 0.5810 0.6000 0.6190 0.6381 0.6571 0.6762 0.6952 0.7143 0.7333 0.7524 0.7714 0.7905 0.8095 0.8286 0.8476 0.8667 0.8857 0.9048 0.9238 0.9429 0.9619 0.9810 1.0000 Transect 46 Area: 0.0049 0.0105 0.0166 0.0234 0.0308 0.0388 0.0474 0.0566 0.0665 0.0769 0.0880 0.0997 0.1120 0.1249 0.1385 0.1526 0.1674 0.1828 0.1988 0.2154 0.2326 0.2505 0.2689 0.2880 0.3077 0.3280 0.3489 0.3705 0.3926 0.4154 0.4388 0.4628 0.4874 0.5126 0.5385 0.5649 0.5920 0.6197 0.6480 0.6769 0.7065 0.7366 0.7674 0.7988 0.8308 0.8634 0.8966 0.9305 0.9649 1.0000 Hrad: 0.0333 0.0634 0.0911 0.1170 0.1416 0.1652 0.1880 0.2101 0.2317 0.2528 0.2736 0.2941 0.3142 0.3342 0.3539 0.3735 0.3929 0.4122 0.4314 0.4504 0.4694 0.4883 0.5071 0.5258 0.5444 0.5631 0.5816 0.6001 0.6186 0.6370 0.6554 0.6737 0.6920 0.7103 0.7285 Page 53 100yr Canal Importation Hydrology Update.txt 0.7468 0.7650 0.7832 0.8013 0.8195 0.8376 0.8557 0.8738 0.8918 0.9099 0.9279 0.9460 0.9640 0.9820 1.0000 Width: 0.1478 0.1652 0.1826 0.2000 0.2174 0.2348 0.2522 0.2696 0.2870 0.3043 0.3217 0.3391 0.3565 0.3739 0.3913 0.4087 0.4261 0.4435 0.4609 0.4783 0.4957 0.5130 0.5304 0.5478 0.5652 0.5826 0.6000 0.6174 0.6348 0.6522 0.6696 0.6870 0.7043 0.7217 0.7391 0.7565 0.7739 0.7913 0.8087 0.8261 0.8435 0.8609 0.8783 0.8957 0.9130 0.9304 0.9478 0.9652 0.9826 1.0000 Transect 92 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 48+47+149 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 Page 54 100yr Canal Importation Hydrology Update.txt 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 30 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0563 0.1126 0.1690 0.2394 0.3168 0.3675 0.4034 0.4308 0.4531 0.4722 0.4893 0.5050 0.5199 0.5341 0.5478 0.5612 0.5745 0.5875 0.6005 0.6133 0.6261 0.6389 0.6517 0.6644 0.6771 0.6899 0.7026 0.7154 0.7281 0.7409 0.7537 0.7665 0.7794 0.7922 0.8051 0.8179 0.8308 0.8438 0.8567 0.8696 Page 55 100yr Canal Importation Hydrology Update.txt 0.8826 0.8956 0.9086 0.9216 0.9346 0.9477 0.9607 0.9738 0.9869 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 76+74+75+720 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 159 Area: 0.0009 0.0019 0.0030 0.0042 0.0056 0.0071 0.0087 0.0104 0.0122 0.0141 Page 56 100yr Canal Importation Hydrology Update.txt 0.0162 0.0184 0.0207 0.0231 0.0257 0.0283 0.0311 0.0340 0.0370 0.0401 0.0434 0.0467 0.0509 0.0572 0.0657 0.0764 0.0894 0.1045 0.1219 0.1415 0.1634 0.1874 0.2137 0.2422 0.2729 0.3058 0.3410 0.3783 0.4179 0.4598 0.5038 0.5500 0.5985 0.6492 0.7021 0.7573 0.8146 0.8742 0.9360 1.0000 Hrad: 0.0952 0.1799 0.2574 0.3297 0.3981 0.4635 0.5266 0.5879 0.6476 0.7062 0.7637 0.8203 0.8762 0.9315 0.9863 1.0406 1.0945 1.1480 1.2012 1.2542 1.3069 1.3593 1.4214 1.4200 1.3705 1.2986 1.2220 1.1504 1.0880 1.0358 0.9936 0.9602 0.9346 0.9154 0.9017 0.8927 0.8876 0.8857 0.8866 0.8899 0.8953 0.9023 0.9109 0.9208 0.9319 0.9439 0.9568 0.9706 0.9850 1.0000 Width: 0.0144 0.0163 0.0181 0.0199 0.0217 0.0235 0.0254 0.0272 0.0290 0.0308 0.0326 0.0344 0.0363 0.0381 0.0399 0.0417 0.0435 0.0454 0.0472 0.0490 0.0508 0.0526 0.0795 0.1136 0.1477 0.1818 0.2159 0.2500 0.2841 0.3182 0.3523 0.3864 0.4205 0.4545 0.4886 0.5227 0.5568 0.5909 0.6250 0.6591 0.6932 0.7273 0.7614 0.7955 0.8295 0.8636 0.8977 0.9318 0.9659 1.0000 Transect 55 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 Page 57 100yr Canal Importation Hydrology Update.txt 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 155+57+64+56 Area: 0.0003 0.0014 0.0031 0.0054 0.0086 0.0126 0.0174 0.0231 0.0295 0.0368 0.0449 0.0538 0.0635 0.0741 0.0854 0.0976 0.1106 0.1245 0.1391 0.1546 0.1709 0.1880 0.2059 0.2247 0.2442 0.2646 0.2858 0.3079 0.3307 0.3544 0.3789 0.4042 0.4303 0.4573 0.4850 0.5136 0.5430 0.5733 0.6043 0.6362 0.6689 0.7024 0.7367 0.7719 0.8078 0.8446 0.8822 0.9207 0.9599 1.0000 Hrad: 0.0564 0.1128 0.1693 0.2398 0.3171 0.3677 0.4035 0.4307 0.4529 0.4720 0.4890 0.5046 0.5194 0.5336 0.5473 0.5607 0.5739 0.5870 0.5999 0.6128 0.6256 0.6384 0.6511 0.6639 0.6766 0.6894 0.7021 0.7149 0.7277 0.7405 0.7533 0.7661 0.7790 0.7918 0.8047 0.8176 0.8305 0.8435 0.8564 0.8694 0.8824 0.8954 0.9084 0.9214 0.9345 0.9476 0.9607 0.9738 0.9869 1.0000 Width: 0.0168 0.0336 0.0504 0.0682 0.0885 0.1087 0.1290 0.1492 0.1695 0.1898 0.2100 0.2303 0.2505 0.2708 0.2910 0.3113 0.3315 0.3518 0.3721 0.3923 0.4126 0.4328 0.4531 0.4733 0.4936 0.5139 0.5341 0.5544 0.5746 0.5949 0.6151 0.6354 0.6556 0.6759 0.6962 0.7164 0.7367 0.7569 0.7772 0.7974 0.8177 0.8380 0.8582 0.8785 0.8987 0.9190 0.9392 0.9595 0.9797 1.0000 Transect 138+838 Area: 0.0015 0.0061 0.0124 0.0193 0.0268 0.0349 0.0436 0.0529 0.0629 0.0735 0.0846 0.0964 0.1088 0.1219 0.1355 Page 58 100yr Canal Importation Hydrology Update.txt 0.1498 0.1646 0.1801 0.1962 0.2129 0.2302 0.2482 0.2667 0.2859 0.3057 0.3261 0.3471 0.3687 0.3910 0.4138 0.4373 0.4614 0.4861 0.5114 0.5373 0.5639 0.5910 0.6188 0.6472 0.6762 0.7058 0.7360 0.7669 0.7983 0.8304 0.8631 0.8964 0.9303 0.9649 1.0000 Hrad: 0.0296 0.0615 0.1166 0.1659 0.2103 0.2508 0.2879 0.3220 0.3537 0.3832 0.4108 0.4368 0.4613 0.4846 0.5067 0.5278 0.5480 0.5673 0.5860 0.6040 0.6213 0.6382 0.6545 0.6704 0.6859 0.7010 0.7158 0.7302 0.7444 0.7582 0.7719 0.7853 0.7984 0.8114 0.8242 0.8368 0.8492 0.8615 0.8737 0.8857 0.8976 0.9093 0.9210 0.9326 0.9440 0.9554 0.9667 0.9778 0.9890 1.0000 Width: 0.0867 0.1680 0.1853 0.2027 0.2200 0.2373 0.2547 0.2720 0.2893 0.3067 0.3240 0.3413 0.3587 0.3760 0.3933 0.4107 0.4280 0.4453 0.4627 0.4800 0.4973 0.5147 0.5320 0.5493 0.5667 0.5840 0.6013 0.6187 0.6360 0.6533 0.6707 0.6880 0.7053 0.7227 0.7400 0.7573 0.7747 0.7920 0.8093 0.8267 0.8440 0.8613 0.8787 0.8960 0.9133 0.9307 0.9480 0.9653 0.9827 1.0000 Transect 733 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Page 59 100yr Canal Importation Hydrology Update.txt Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 721+821+722+712+714+713 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0125 0.0170 0.0224 0.0286 0.0357 0.0436 0.0523 0.0618 0.0722 0.0834 0.0955 0.1084 0.1221 0.1366 0.1520 0.1682 0.1852 0.2031 0.2218 0.2413 0.2617 0.2829 0.3049 0.3278 0.3515 0.3760 0.4013 0.4275 0.4545 0.4824 0.5111 0.5406 0.5709 0.6021 0.6341 0.6670 0.7006 0.7352 0.7705 0.8067 0.8437 0.8815 0.9202 0.9597 1.0000 Hrad: 0.0457 0.0915 0.1372 0.1829 0.2286 0.2744 0.3497 0.4114 0.4589 0.4964 0.5270 0.5526 0.5746 0.5939 0.6112 0.6270 0.6417 0.6555 0.6686 0.6811 0.6932 0.7050 0.7165 0.7277 0.7388 0.7497 0.7605 0.7713 0.7819 0.7925 0.8030 0.8134 0.8239 0.8343 0.8447 0.8551 0.8654 0.8758 0.8861 0.8965 0.9068 0.9171 0.9275 0.9378 0.9482 0.9585 0.9689 0.9792 0.9896 1.0000 Width: 0.0170 0.0340 0.0510 0.0681 0.0851 0.1021 0.1220 0.1425 0.1629 0.1833 0.2037 0.2241 0.2445 0.2650 0.2854 0.3058 0.3262 0.3466 0.3670 0.3875 0.4079 0.4283 0.4487 0.4691 0.4896 0.5100 0.5304 0.5508 0.5712 0.5916 0.6121 0.6325 0.6529 0.6733 0.6937 0.7142 0.7346 0.7550 0.7754 0.7958 0.8162 0.8367 0.8571 0.8775 0.8979 0.9183 0.9387 0.9592 0.9796 1.0000 Transect 822 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0125 0.0170 0.0224 0.0286 0.0357 0.0436 0.0523 0.0618 0.0722 0.0834 0.0955 0.1084 0.1221 0.1366 0.1520 Page 60 100yr Canal Importation Hydrology Update.txt 0.1682 0.1852 0.2031 0.2218 0.2413 0.2617 0.2829 0.3049 0.3278 0.3515 0.3760 0.4013 0.4275 0.4545 0.4824 0.5111 0.5406 0.5709 0.6021 0.6341 0.6670 0.7006 0.7352 0.7705 0.8067 0.8437 0.8815 0.9202 0.9597 1.0000 Hrad: 0.0433 0.0866 0.1300 0.1733 0.2166 0.2599 0.3321 0.3919 0.4384 0.4755 0.5060 0.5318 0.5541 0.5739 0.5918 0.6083 0.6236 0.6380 0.6518 0.6650 0.6778 0.6903 0.7024 0.7143 0.7261 0.7376 0.7491 0.7604 0.7716 0.7828 0.7939 0.8049 0.8159 0.8269 0.8378 0.8487 0.8596 0.8704 0.8813 0.8921 0.9029 0.9137 0.9245 0.9353 0.9461 0.9569 0.9677 0.9784 0.9892 1.0000 Width: 0.0170 0.0340 0.0510 0.0681 0.0851 0.1021 0.1220 0.1424 0.1629 0.1833 0.2037 0.2241 0.2445 0.2650 0.2854 0.3058 0.3262 0.3466 0.3670 0.3875 0.4079 0.4283 0.4487 0.4691 0.4896 0.5100 0.5304 0.5508 0.5712 0.5916 0.6121 0.6325 0.6529 0.6733 0.6937 0.7141 0.7346 0.7550 0.7754 0.7958 0.8162 0.8367 0.8571 0.8775 0.8979 0.9183 0.9387 0.9592 0.9796 1.0000 Transect 36+136 Area: 0.0003 0.0014 0.0031 0.0054 0.0086 0.0126 0.0174 0.0231 0.0295 0.0368 0.0449 0.0538 0.0635 0.0741 0.0854 0.0976 0.1106 0.1245 0.1391 0.1546 0.1709 0.1880 0.2059 0.2247 0.2442 0.2646 0.2858 0.3079 0.3307 0.3544 0.3789 0.4042 0.4303 0.4573 0.4850 0.5136 0.5430 0.5733 0.6043 0.6362 0.6689 0.7024 0.7367 0.7719 0.8078 0.8446 0.8822 0.9207 0.9599 1.0000 Hrad: 0.0564 0.1128 0.1693 0.2398 0.3171 0.3677 0.4035 0.4307 0.4529 0.4720 0.4890 0.5046 0.5194 0.5336 0.5473 0.5607 0.5739 0.5870 0.5999 0.6128 0.6256 0.6384 0.6511 0.6639 0.6766 0.6894 0.7021 0.7149 0.7277 0.7405 0.7533 0.7661 0.7790 0.7918 0.8047 0.8176 0.8305 0.8435 0.8564 0.8694 0.8824 0.8954 0.9084 0.9214 0.9345 0.9476 0.9607 0.9738 0.9869 1.0000 Width: Page 61 100yr Canal Importation Hydrology Update.txt 0.0168 0.0336 0.0504 0.0682 0.0885 0.1087 0.1290 0.1492 0.1695 0.1898 0.2100 0.2303 0.2505 0.2708 0.2910 0.3113 0.3315 0.3518 0.3721 0.3923 0.4126 0.4328 0.4531 0.4733 0.4936 0.5139 0.5341 0.5544 0.5746 0.5949 0.6151 0.6354 0.6556 0.6759 0.6962 0.7164 0.7367 0.7569 0.7772 0.7974 0.8177 0.8380 0.8582 0.8785 0.8987 0.9190 0.9392 0.9595 0.9797 1.0000 Transect 139 Area: 0.0094 0.0188 0.0284 0.0380 0.0478 0.0576 0.0675 0.0775 0.0876 0.0978 0.1080 0.1184 0.1289 0.1394 0.1500 0.1607 0.1715 0.1824 0.1934 0.2045 0.2157 0.2269 0.2383 0.2497 0.2612 0.2728 0.2845 0.2963 0.3082 0.3202 0.3322 0.3451 0.3603 0.3780 0.3983 0.4210 0.4461 0.4738 0.5040 0.5366 0.5718 0.6094 0.6495 0.6921 0.7372 0.7848 0.8349 0.8874 0.9425 1.0000 Hrad: 0.0586 0.1166 0.1741 0.2309 0.2872 0.3429 0.3982 0.4529 0.5071 0.5608 0.6141 0.6669 0.7193 0.7712 0.8227 0.8738 0.9245 0.9748 1.0248 1.0743 1.1235 1.1724 1.2209 1.2691 1.3169 1.3644 1.4116 1.4585 1.5052 1.5515 1.5975 1.4376 1.2765 1.1651 1.0860 1.0294 0.9889 0.9604 0.9410 0.9288 0.9222 0.9202 0.9220 0.9269 0.9345 0.9443 0.9559 0.9693 0.9840 1.0000 Width: 0.1603 0.1618 0.1633 0.1648 0.1663 0.1679 0.1694 0.1709 0.1724 0.1740 0.1755 0.1770 0.1785 0.1801 0.1816 0.1831 0.1846 0.1862 0.1877 0.1892 0.1907 0.1923 0.1938 0.1953 0.1968 0.1983 0.1999 0.2014 0.2029 0.2044 0.2060 0.2381 0.2804 0.3228 0.3651 0.4074 0.4497 0.4921 0.5344 0.5767 0.6190 0.6614 0.7037 0.7460 0.7884 0.8307 0.8730 0.9153 0.9577 1.0000 Transect 715 Area: 0.0005 0.0010 0.0017 0.0024 0.0034 0.0051 0.0077 0.0113 0.0158 0.0213 0.0277 0.0350 0.0432 0.0523 0.0624 0.0734 0.0854 0.0982 0.1120 0.1267 0.1424 0.1590 0.1765 0.1949 0.2143 Page 62 100yr Canal Importation Hydrology Update.txt 0.2346 0.2558 0.2779 0.3010 0.3250 0.3500 0.3758 0.4026 0.4303 0.4590 0.4885 0.5190 0.5505 0.5828 0.6161 0.6503 0.6855 0.7215 0.7585 0.7965 0.8353 0.8751 0.9158 0.9574 1.0000 Hrad: 0.2166 0.4032 0.5717 0.7285 0.8810 0.8609 0.7695 0.6897 0.6329 0.5948 0.5702 0.5551 0.5467 0.5433 0.5434 0.5464 0.5514 0.5582 0.5662 0.5754 0.5855 0.5963 0.6077 0.6196 0.6320 0.6448 0.6579 0.6713 0.6849 0.6988 0.7128 0.7271 0.7415 0.7560 0.7707 0.7855 0.8003 0.8153 0.8304 0.8455 0.8607 0.8760 0.8913 0.9067 0.9221 0.9376 0.9532 0.9687 0.9844 1.0000 Width: 0.0120 0.0141 0.0163 0.0184 0.0294 0.0510 0.0725 0.0941 0.1157 0.1373 0.1588 0.1804 0.2020 0.2235 0.2451 0.2667 0.2882 0.3098 0.3314 0.3529 0.3745 0.3961 0.4176 0.4392 0.4608 0.4824 0.5039 0.5255 0.5471 0.5686 0.5902 0.6118 0.6333 0.6549 0.6765 0.6980 0.7196 0.7412 0.7627 0.7843 0.8059 0.8275 0.8490 0.8706 0.8922 0.9137 0.9353 0.9569 0.9784 1.0000 Transect 38+56+151 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 Page 63 100yr Canal Importation Hydrology Update.txt 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 17 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0563 0.1126 0.1690 0.2394 0.3168 0.3675 0.4034 0.4308 0.4531 0.4722 0.4893 0.5050 0.5199 0.5341 0.5478 0.5612 0.5745 0.5875 0.6005 0.6133 0.6261 0.6389 0.6517 0.6644 0.6771 0.6899 0.7026 0.7154 0.7281 0.7409 0.7537 0.7665 0.7794 0.7922 0.8051 0.8179 0.8308 0.8438 0.8567 0.8696 0.8826 0.8956 0.9086 0.9216 0.9346 0.9477 0.9607 0.9738 0.9869 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 117 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 Page 64 100yr Canal Importation Hydrology Update.txt 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 529+520 Area: 0.0003 0.0013 0.0030 0.0055 0.0092 0.0137 0.0190 0.0251 0.0320 0.0397 0.0482 0.0574 0.0675 0.0784 0.0900 0.1025 0.1158 0.1298 0.1447 0.1603 0.1768 0.1940 0.2120 0.2309 0.2505 0.2709 0.2922 0.3142 0.3370 0.3606 0.3850 0.4102 0.4362 0.4630 0.4906 0.5190 0.5482 0.5781 0.6089 0.6405 0.6729 0.7060 0.7400 0.7747 0.8103 0.8466 0.8838 0.9217 0.9605 1.0000 Hrad: 0.0490 0.0980 0.1470 0.1727 0.2474 0.3028 0.3459 0.3809 0.4105 0.4362 0.4591 0.4799 0.4992 0.5173 0.5344 0.5507 0.5665 0.5818 0.5966 0.6112 0.6254 0.6395 0.6533 0.6669 0.6805 0.6939 0.7071 0.7203 0.7334 0.7465 0.7595 0.7724 0.7853 0.7981 0.8109 0.8236 0.8364 0.8491 0.8617 0.8744 0.8870 0.8996 0.9122 0.9248 0.9373 0.9499 0.9624 0.9750 0.9875 1.0000 Width: 0.0166 0.0332 0.0498 0.0828 0.1028 0.1227 0.1426 0.1626 0.1825 0.2025 Page 65 100yr Canal Importation Hydrology Update.txt 0.2224 0.2423 0.2623 0.2822 0.3022 0.3221 0.3420 0.3620 0.3819 0.4018 0.4218 0.4417 0.4617 0.4816 0.5015 0.5215 0.5414 0.5614 0.5813 0.6012 0.6212 0.6411 0.6610 0.6810 0.7009 0.7209 0.7408 0.7607 0.7807 0.8006 0.8206 0.8405 0.8604 0.8804 0.9003 0.9202 0.9402 0.9601 0.9801 1.0000 ********************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ********************************************************* **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfall/Runoff ........ YES RDII ................... NO Snowmelt ............... NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ YES Water Quality .......... NO Infiltration Method ...... HORTON Flow Routing Method ...... DYNWAVE Starting Date ............ 01/01/2013 00:00:00 Ending Date .............. 01/02/2013 00:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:01:00 Wet Time Step ............ 00:00:10 Dry Time Step ............ 01:00:00 Routing Time Step ........ 5.00 sec Variable Time Step ....... YES Maximum Trials ........... 8 Number of Threads ........ 1 Head Tolerance ........... 0.005000 ft ********************* Control Actions Taken ********************* ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 975.112 3.669 Evaporation Loss ......... 0.000 0.000 Page 66 100yr Canal Importation Hydrology Update.txt Infiltration Loss ........ 242.072 0.911 Surface Runoff ........... 725.450 2.730 Final Storage ............ 7.604 0.029 Continuity Error (%) ..... -0.001 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 679.796 221.522 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 464.249 151.283 External Outflow ......... 1004.998 327.493 Flooding Loss ............ 42.995 14.010 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.111 0.036 Final Stored Volume ...... 97.831 31.880 Continuity Error (%) ..... -0.146 ************************* Highest Continuity Errors ************************* Node 308 (34.65%) Node 636 (-9.95%) Node 310 (8.37%) Node 621 (7.63%) Node 396 (6.84%) *************************** Time-Step Critical Elements *************************** Link 303 (96.76%) Link A02 (2.27%) ******************************** Highest Flow Instability Indexes ******************************** Link 390out (33) Link 349out (16) Link A03 (16) Link A01_to_RedFoxPond (14) Link A02 (14) ************************* Routing Time Step Summary ************************* Page 67 100yr Canal Importation Hydrology Update.txt Minimum Time Step : 0.48 sec Average Time Step : 0.60 sec Maximum Time Step : 5.00 sec Percent in Steady State : -0.00 Average Iterations per Step : 2.15 Percent Not Converging : 1.20 *************************** Subcatchment Runoff Summary *************************** -------------------------------------------------------------------------------------------------------- Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------- 1 3.67 0.00 0.00 0.75 2.89 0.60 70.16 0.787 2 3.67 0.00 0.00 1.13 2.52 2.09 166.07 0.686 3 3.67 0.00 0.00 0.80 2.84 3.02 378.12 0.775 4 3.67 0.00 0.00 0.86 2.78 1.68 164.56 0.758 5 3.67 0.00 0.00 0.72 2.91 1.69 164.23 0.794 6 3.67 0.00 0.00 0.85 2.79 0.52 53.01 0.760 7 3.67 0.00 0.00 1.58 2.08 1.04 47.79 0.566 8 3.67 0.00 0.00 0.77 2.87 1.00 106.18 0.781 9 3.67 0.00 0.00 0.53 3.09 1.07 124.57 0.842 10 3.67 0.00 0.00 1.29 2.37 4.14 268.82 0.645 11 3.67 0.00 0.00 0.42 3.20 2.01 206.98 0.872 12 3.67 0.00 0.00 1.18 2.48 1.21 104.16 0.675 13 3.67 0.00 0.00 1.22 2.44 0.19 25.73 0.666 14 3.67 0.00 0.00 0.76 2.87 0.26 28.47 0.783 15 3.67 0.00 0.00 1.07 2.58 2.10 209.32 0.704 16 3.67 0.00 0.00 0.76 2.87 1.07 116.58 0.783 17 3.67 0.00 0.00 0.78 2.85 1.98 198.39 0.778 18 3.67 0.00 0.00 0.78 2.85 3.96 396.65 0.778 19 3.67 0.00 0.00 0.41 3.21 0.84 91.17 0.875 20 3.67 0.00 0.00 0.41 3.20 2.49 258.81 0.873 21 3.67 0.00 0.00 0.80 2.83 1.71 158.33 0.772 22 3.67 0.00 0.00 0.54 3.08 0.81 91.45 0.840 24 3.67 0.00 0.00 1.03 2.62 0.36 41.63 0.713 25 3.67 0.00 0.00 0.77 2.87 1.08 114.50 0.781 26 3.67 0.00 0.00 0.80 2.83 1.68 155.50 0.772 27 3.67 0.00 0.00 0.78 2.85 7.52 753.65 0.778 28 3.67 0.00 0.00 0.95 2.69 4.27 409.49 0.734 29 3.67 0.00 0.00 0.78 2.86 4.17 425.26 0.779 30 3.67 0.00 0.00 0.77 2.87 2.13 229.98 0.782 31 3.67 0.00 0.00 1.29 2.37 0.92 86.39 0.646 32 3.67 0.00 0.00 0.79 2.85 2.57 249.89 0.776 33 3.67 0.00 0.00 0.61 3.02 0.55 62.82 0.822 34 3.67 0.00 0.00 1.01 2.64 1.72 162.61 0.719 35 3.67 0.00 0.00 1.27 2.39 0.76 77.90 0.651 36 3.67 0.00 0.00 0.41 3.21 0.63 68.22 0.875 37 3.67 0.00 0.00 0.41 3.21 0.27 29.82 0.875 Page 68 100yr Canal Importation Hydrology Update.txt 38 3.67 0.00 0.00 1.24 2.42 0.15 18.43 0.660 39 3.67 0.00 0.00 0.41 3.21 0.64 69.73 0.875 40 3.67 0.00 0.00 1.30 2.36 0.56 51.87 0.644 41 3.67 0.00 0.00 0.41 3.20 1.31 137.77 0.873 42 3.67 0.00 0.00 0.41 3.20 3.92 412.51 0.873 43 3.67 0.00 0.00 0.90 2.74 1.99 219.95 0.747 44 3.67 0.00 0.00 0.84 2.80 1.10 115.30 0.762 45 3.67 0.00 0.00 1.30 2.35 3.21 203.24 0.641 46 3.67 0.00 0.00 0.97 2.67 5.87 499.62 0.728 47 3.67 0.00 0.00 0.78 2.86 2.55 263.45 0.779 48 3.67 0.00 0.00 0.41 3.20 4.33 450.71 0.873 49 3.67 0.00 0.00 0.77 2.87 1.00 105.45 0.781 50 3.67 0.00 0.00 0.94 2.70 0.51 64.56 0.736 51 3.67 0.00 0.00 1.00 2.65 0.32 41.55 0.722 52 3.67 0.00 0.00 1.31 2.34 8.59 536.67 0.639 53 3.67 0.00 0.00 1.48 2.18 9.20 499.81 0.594 54 3.67 0.00 0.00 0.41 3.21 2.93 310.81 0.874 55 3.67 0.00 0.00 0.41 3.21 0.95 104.45 0.875 56 3.67 0.00 0.00 0.76 2.88 1.02 113.49 0.784 57 3.67 0.00 0.00 0.76 2.88 0.91 102.45 0.785 58 3.67 0.00 0.00 1.50 2.16 0.85 44.40 0.589 59 3.67 0.00 0.00 1.17 2.48 3.71 269.69 0.675 60 3.67 0.00 0.00 0.78 2.86 4.53 464.45 0.779 61 3.67 0.00 0.00 1.22 2.44 0.22 29.23 0.666 62 3.67 0.00 0.00 0.74 2.89 0.39 46.16 0.789 63 3.67 0.00 0.00 1.22 2.44 0.23 30.24 0.664 64 3.67 0.00 0.00 0.75 2.88 1.03 118.06 0.786 65 3.67 0.00 0.00 1.21 2.45 0.54 42.56 0.667 66 3.67 0.00 0.00 0.69 2.95 0.94 106.27 0.803 67 3.67 0.00 0.00 0.54 3.08 0.66 73.76 0.839 68 3.67 0.00 0.00 0.94 2.71 3.09 297.52 0.738 69 3.67 0.00 0.00 0.77 2.86 2.04 212.31 0.780 70 3.67 0.00 0.00 0.85 2.79 2.01 206.75 0.761 71 3.67 0.00 0.00 0.79 2.85 2.35 233.11 0.777 72 3.67 0.00 0.00 0.78 2.85 2.32 231.52 0.777 73 3.67 0.00 0.00 0.79 2.85 1.04 102.81 0.776 74 3.67 0.00 0.00 0.77 2.87 1.08 114.55 0.781 75 3.67 0.00 0.00 0.56 3.06 2.73 278.89 0.835 76 3.67 0.00 0.00 0.77 2.86 2.06 214.51 0.780 81 3.67 0.00 0.00 1.10 2.56 0.72 86.46 0.697 82 3.67 0.00 0.00 1.10 2.55 0.90 105.66 0.695 83 3.67 0.00 0.00 1.11 2.54 1.35 152.50 0.693 84 3.67 0.00 0.00 1.12 2.53 4.01 427.42 0.690 85 3.67 0.00 0.00 1.14 2.51 1.26 125.12 0.685 86 3.67 0.00 0.00 0.83 2.81 1.17 129.46 0.765 87 3.67 0.00 0.00 0.75 2.89 0.44 51.34 0.787 88 3.67 0.00 0.00 1.13 2.53 1.61 168.54 0.689 89 3.67 0.00 0.00 0.83 2.81 1.37 152.33 0.765 90 3.67 0.00 0.00 1.06 2.59 0.21 28.70 0.707 91 3.67 0.00 0.00 1.28 2.38 0.81 81.11 0.649 92 3.67 0.00 0.00 0.76 2.88 1.41 156.27 0.784 93 3.67 0.00 0.00 0.76 2.87 0.59 64.92 0.783 94 3.67 0.00 0.00 0.75 2.88 0.62 70.37 0.785 Page 69 100yr Canal Importation Hydrology Update.txt 95 3.67 0.00 0.00 1.19 2.46 2.20 178.61 0.670 96 3.67 0.00 0.00 1.08 2.58 0.72 94.95 0.703 97 3.67 0.00 0.00 1.08 2.57 0.94 120.57 0.701 98 3.67 0.00 0.00 0.13 3.47 0.26 27.94 0.946 99 3.67 0.00 0.00 1.13 2.52 0.82 72.18 0.688 108 3.67 0.00 0.00 0.41 3.21 0.77 83.42 0.875 109 3.67 0.00 0.00 0.77 2.87 1.14 121.35 0.781 110 3.67 0.00 0.00 0.77 2.87 1.44 152.45 0.781 111 3.67 0.00 0.00 0.07 3.53 2.36 246.20 0.963 112 3.67 0.00 0.00 0.75 2.88 0.87 99.16 0.785 113 3.67 0.00 0.00 0.79 2.85 1.04 102.09 0.776 114 3.67 0.00 0.00 0.69 2.94 1.13 125.27 0.802 115 3.67 0.00 0.00 0.42 3.20 1.75 175.83 0.872 116 3.67 0.00 0.00 0.42 3.20 0.67 69.15 0.873 117 3.67 0.00 0.00 0.41 3.21 0.97 103.36 0.874 118 3.67 0.00 0.00 0.40 3.22 0.29 32.53 0.877 119 3.67 0.00 0.00 0.79 2.84 1.90 183.62 0.775 120 3.67 0.00 0.00 0.80 2.83 2.65 245.30 0.772 121 3.67 0.00 0.00 0.46 3.16 0.32 36.34 0.860 122 3.67 0.00 0.00 0.60 3.03 0.44 52.20 0.825 123 3.67 0.00 0.00 1.19 2.47 0.30 43.06 0.675 124 3.67 0.00 0.00 1.01 2.64 0.45 59.50 0.720 130 3.67 0.00 0.00 1.12 2.54 0.19 26.84 0.691 131 3.67 0.00 0.00 1.19 2.47 0.10 14.29 0.673 132 3.67 0.00 0.00 0.76 2.88 1.13 125.96 0.784 133 3.67 0.00 0.00 0.78 2.86 2.58 261.29 0.778 134 3.67 0.00 0.00 0.77 2.87 2.41 256.92 0.781 135 3.67 0.00 0.00 0.78 2.86 9.93 1021.90 0.779 138 3.67 0.00 0.00 0.79 2.84 5.57 538.27 0.775 139 3.67 0.00 0.00 1.50 2.16 3.01 157.99 0.589 140 3.67 0.00 0.00 1.38 2.27 3.50 197.11 0.618 141 3.67 0.00 0.00 0.54 3.08 0.53 58.94 0.839 142 3.67 0.00 0.00 1.10 2.56 0.80 95.98 0.697 143 3.67 0.00 0.00 1.00 2.64 0.60 58.51 0.720 195 3.67 0.00 0.00 1.24 2.42 1.90 167.95 0.660 219 3.67 0.00 0.00 0.77 2.86 1.85 194.37 0.780 222 3.67 0.00 0.00 1.29 2.37 0.30 28.43 0.646 224 3.67 0.00 0.00 1.18 2.48 0.43 49.90 0.676 295 3.67 0.00 0.00 1.23 2.43 0.70 63.46 0.661 423 3.67 0.00 0.00 0.82 2.82 0.07 7.96 0.768 433 3.67 0.00 0.00 0.69 2.95 0.10 10.83 0.803 495 3.67 0.00 0.00 0.26 3.35 0.49 53.60 0.912 503 3.67 0.00 0.00 0.13 3.47 0.06 5.82 0.945 506 3.67 0.00 0.00 0.66 2.97 0.19 23.43 0.810 507 3.67 0.00 0.00 0.66 2.97 0.30 36.12 0.810 508 3.67 0.00 0.00 0.66 2.97 0.17 20.50 0.810 509 3.67 0.00 0.00 0.90 2.75 0.07 7.66 0.749 513 3.67 0.00 0.00 0.79 2.85 0.22 21.45 0.777 519 3.67 0.00 0.00 0.84 2.80 0.12 12.77 0.762 520 3.67 0.00 0.00 0.95 2.70 0.12 15.48 0.736 523 3.67 0.00 0.00 0.69 2.94 0.25 27.05 0.801 529 3.67 0.00 0.00 0.07 3.53 0.07 6.94 0.963 530 3.67 0.00 0.00 0.95 2.70 0.18 22.75 0.736 Page 70 100yr Canal Importation Hydrology Update.txt 533 3.67 0.00 0.00 0.70 2.93 0.46 49.29 0.800 539 3.67 0.00 0.00 0.68 2.96 0.10 11.28 0.806 540 3.67 0.00 0.00 0.70 2.93 0.77 80.51 0.799 543 3.67 0.00 0.00 0.69 2.94 0.26 28.11 0.802 549 3.67 0.00 0.00 0.78 2.85 0.31 31.23 0.778 550 3.67 0.00 0.00 0.69 2.94 0.45 49.32 0.801 553 3.67 0.00 0.00 0.98 2.66 0.58 61.77 0.726 559 3.67 0.00 0.00 0.33 3.28 0.08 8.85 0.894 560 3.67 0.00 0.00 0.70 2.93 0.34 35.72 0.799 563 3.67 0.00 0.00 0.34 3.27 0.13 14.20 0.892 569 3.67 0.00 0.00 0.69 2.94 0.27 29.44 0.801 570 3.67 0.00 0.00 0.70 2.93 0.18 19.55 0.800 573 3.67 0.00 0.00 0.70 2.94 0.07 7.70 0.800 577 3.67 0.00 0.00 0.66 2.97 0.56 68.33 0.810 578 3.67 0.00 0.00 1.32 2.34 0.66 75.70 0.639 579 3.67 0.00 0.00 0.69 2.94 0.22 24.55 0.801 580 3.67 0.00 0.00 0.70 2.93 0.57 58.89 0.798 583 3.67 0.00 0.00 0.69 2.94 0.16 17.31 0.801 587 3.67 0.00 0.00 0.59 3.03 0.32 38.20 0.827 588 3.67 0.00 0.00 1.17 2.48 0.60 71.18 0.677 589 3.67 0.00 0.00 0.69 2.94 1.24 134.74 0.801 593 3.67 0.00 0.00 0.54 3.08 0.23 26.16 0.839 597 3.67 0.00 0.00 0.66 2.97 0.90 108.36 0.810 598 3.67 0.00 0.00 0.40 3.21 0.15 16.57 0.876 720 3.67 0.00 0.00 0.41 3.20 0.40 41.62 0.873 820 3.67 0.00 0.00 0.41 3.20 0.65 67.91 0.873 978 3.67 0.00 0.00 0.61 3.02 0.89 101.60 0.823 ****************** Node Depth Summary ****************** --------------------------------------------------------------------------------- Average Maximum Maximum Time of Max Reported Depth Depth HGL Occurrence Max Depth Node Type Feet Feet Feet days hr:min Feet --------------------------------------------------------------------------------- 205 JUNCTION 0.20 11.23 5076.23 0 00:44 11.23 220 JUNCTION 0.01 0.43 5064.43 0 00:50 0.43 241 JUNCTION 0.82 1.61 5021.61 0 01:10 1.61 242 JUNCTION 2.08 3.83 5013.83 0 01:16 3.83 244 JUNCTION 0.86 1.74 5017.74 0 01:12 1.74 272 JUNCTION 2.47 4.36 5080.36 0 01:14 4.36 276 JUNCTION 1.10 2.55 5064.55 0 00:59 2.55 290 JUNCTION 0.22 0.60 5123.10 0 00:46 0.59 300 JUNCTION 1.03 2.98 5106.98 0 00:41 2.97 302 JUNCTION 0.00 0.01 5111.80 0 00:40 0.01 303 JUNCTION 1.44 2.72 5114.51 0 01:04 2.67 306 JUNCTION 0.02 0.15 5112.35 0 00:49 0.15 311 JUNCTION 0.01 0.02 5032.02 0 00:40 0.02 536 JUNCTION 0.01 0.65 5052.85 0 00:41 0.65 621 JUNCTION 0.01 0.37 5055.27 0 00:43 0.37 Page 71 100yr Canal Importation Hydrology Update.txt 622 JUNCTION 0.03 0.40 5032.40 0 00:47 0.40 636 JUNCTION 0.03 0.60 5055.50 0 00:43 0.60 638 JUNCTION 0.03 0.55 5078.55 0 01:45 0.55 850 JUNCTION 0.03 2.26 5052.90 0 00:45 2.26 852 JUNCTION 0.03 2.80 5051.92 0 00:45 2.78 853 JUNCTION 0.40 5.20 5071.20 0 00:53 5.20 854 JUNCTION 0.13 5.56 5089.56 0 00:47 5.56 855 JUNCTION 0.06 4.72 5096.72 0 00:45 4.72 856 JUNCTION 0.02 2.73 5106.73 0 00:40 2.72 859 JUNCTION 0.02 0.09 5052.09 0 00:46 0.09 860 JUNCTION 0.60 1.82 5103.82 0 00:48 1.82 861 JUNCTION 2.40 4.22 5084.22 0 01:16 4.22 862 JUNCTION 2.18 4.60 5076.60 0 00:41 4.60 863 JUNCTION 0.00 0.01 5056.01 0 00:58 0.01 864 JUNCTION 0.49 0.92 5030.92 0 01:07 0.92 867 JUNCTION 1.50 3.86 5117.86 0 00:40 3.86 869 JUNCTION 0.04 2.80 5055.14 0 00:41 2.79 870 JUNCTION 0.99 11.91 5055.44 0 00:42 11.80 871 JUNCTION 2.36 9.62 5051.12 0 00:46 9.57 872 JUNCTION 2.19 9.20 5049.77 0 00:46 9.13 873 JUNCTION 2.10 8.69 5048.51 0 00:46 8.66 874 JUNCTION 0.87 4.97 5052.68 0 01:15 4.97 879 JUNCTION 0.00 0.01 5050.01 0 00:41 0.01 995 JUNCTION 0.96 13.12 5059.12 0 00:47 13.12 A01 JUNCTION 0.01 0.99 5037.99 0 00:53 0.78 A02 JUNCTION 1.07 5.80 5042.90 0 00:43 5.68 A03 JUNCTION 2.19 7.99 5045.12 0 00:44 7.34 A04 JUNCTION 2.24 8.27 5045.53 0 00:45 8.13 A05 JUNCTION 2.02 7.93 5046.07 0 00:46 7.85 A06 JUNCTION 1.97 7.88 5046.39 0 00:45 7.64 A07 JUNCTION 2.05 8.01 5047.02 0 00:46 7.99 A08 JUNCTION 2.13 8.16 5047.28 0 00:45 8.14 A09 JUNCTION 2.16 8.26 5047.51 0 00:46 8.25 A10 JUNCTION 2.34 8.62 5047.89 0 00:46 8.54 A11 JUNCTION 2.34 8.76 5048.18 0 00:46 8.71 A14 JUNCTION 2.14 9.18 5050.23 0 00:46 9.12 A15 JUNCTION 2.19 9.27 5050.49 0 00:46 9.21 A16a JUNCTION 2.27 10.07 5051.69 0 00:46 9.98 A17 JUNCTION 1.91 10.29 5052.28 0 00:42 10.22 A19 JUNCTION 0.95 11.52 5054.92 0 00:42 11.45 A21 JUNCTION 0.97 12.16 5055.83 0 00:42 12.08 A22 JUNCTION 0.95 12.24 5056.32 0 00:42 12.15 A23 JUNCTION 0.94 12.07 5056.47 0 00:42 11.99 A24 JUNCTION 0.96 12.04 5056.56 0 00:42 11.99 A25 JUNCTION 0.91 11.73 5056.95 0 00:42 11.70 A26 JUNCTION 0.76 13.06 5058.72 0 00:46 13.03 A27 JUNCTION 0.92 12.95 5058.84 0 00:46 12.94 A28 JUNCTION 1.07 13.20 5059.07 0 00:46 13.20 A30 JUNCTION 1.39 11.31 5058.01 0 00:51 11.28 A31 JUNCTION 1.90 12.81 5060.83 0 02:26 12.79 Avery_LowFlow_1 JUNCTION 2.52 7.01 5051.66 0 00:46 6.94 Avery_LowFlow_2 JUNCTION 3.04 6.94 5052.47 0 02:02 6.93 Avery_LowFlow_3 JUNCTION 3.57 7.90 5054.43 0 02:06 7.89 Page 72 100yr Canal Importation Hydrology Update.txt Avery_Outlet JUNCTION 1.04 2.84 5051.53 0 02:43 2.84 GC_2 JUNCTION 0.02 3.05 5052.82 0 00:45 3.05 GC_3 JUNCTION 0.02 2.41 5052.85 0 00:45 2.41 GC_5 JUNCTION 0.01 0.91 5056.21 0 00:40 0.90 I10 JUNCTION 0.02 3.37 5058.08 0 00:40 3.30 I12 JUNCTION 0.06 5.15 5052.56 0 00:43 5.11 I12-1 JUNCTION 0.87 7.37 5051.77 0 00:46 7.28 I13 JUNCTION 0.01 3.20 5055.78 0 00:42 2.74 I17 JUNCTION 0.13 13.43 5059.75 0 00:42 13.41 I17-1 JUNCTION 0.24 11.18 5056.97 0 00:42 11.06 I2 JUNCTION 0.02 4.47 5055.53 0 00:40 4.44 I2-1 JUNCTION 0.02 2.84 5053.42 0 00:40 2.83 I3 JUNCTION 0.01 2.44 5055.13 0 00:40 2.42 I3-1 JUNCTION 0.01 2.22 5057.29 0 00:40 2.12 I4 JUNCTION 0.03 6.92 5058.27 0 00:40 6.89 I5 JUNCTION 0.01 1.43 5057.24 0 00:40 1.42 I6-1 JUNCTION 0.02 2.84 5051.13 0 00:46 2.80 I6-2 JUNCTION 0.05 2.99 5052.43 0 00:45 2.98 I6-3 JUNCTION 0.02 2.64 5052.52 0 00:47 2.64 I6-4 JUNCTION 0.03 3.07 5053.05 0 00:40 3.04 I7 JUNCTION 0.01 1.11 5057.78 0 00:40 1.10 I7-1 JUNCTION 0.02 2.44 5055.47 0 00:40 2.40 I8 JUNCTION 0.02 3.47 5058.47 0 00:40 3.41 IB-1 JUNCTION 0.05 2.82 5053.32 0 00:41 2.82 IB-3 JUNCTION 0.08 5.35 5052.68 0 01:14 5.35 Inlet_Skyline JUNCTION 3.50 3.86 5053.36 0 00:40 3.86 Inlet2_Skyline JUNCTION 3.50 3.80 5053.30 0 00:40 3.80 J1 JUNCTION 0.01 0.68 5110.68 0 00:40 0.68 J10 JUNCTION 0.02 1.02 5149.02 0 00:43 1.02 J101 JUNCTION 0.01 0.51 5108.51 0 00:41 0.51 J102 JUNCTION 0.10 10.71 5094.71 0 00:43 10.71 J103 JUNCTION 0.15 11.14 5083.14 0 00:41 11.13 J105 JUNCTION 0.78 12.76 5067.26 0 00:46 12.76 J108 JUNCTION 0.42 0.69 5069.69 0 00:40 0.68 J110 JUNCTION 0.43 1.02 5118.82 0 02:27 1.02 J113 JUNCTION 0.00 0.00 5110.00 0 00:00 0.00 J115 JUNCTION 0.05 4.74 5100.74 0 00:49 4.73 J116 JUNCTION 2.04 5.24 5091.24 0 00:59 5.24 J117 JUNCTION 0.02 0.68 5093.68 0 00:42 0.68 J118 JUNCTION 0.04 2.51 5078.51 0 00:49 2.51 J120 JUNCTION 0.04 0.99 5061.99 0 00:42 0.99 J121 JUNCTION 0.01 0.55 5066.55 0 00:42 0.55 J123 JUNCTION 0.03 0.72 5060.72 0 00:42 0.72 J125 JUNCTION 0.01 0.53 5114.53 0 00:40 0.53 J127 JUNCTION 0.67 2.99 5078.99 0 00:47 2.99 J135 JUNCTION 1.33 2.09 5036.99 0 02:34 2.09 J137 JUNCTION 0.01 1.18 5052.68 0 00:40 1.18 J139 JUNCTION 0.00 0.46 5034.46 0 00:40 0.45 J148 JUNCTION 0.19 0.28 5067.28 0 00:47 0.28 J149 JUNCTION 0.03 0.74 5114.74 0 00:48 0.74 J152 JUNCTION 0.01 0.78 5206.78 0 00:41 0.78 J153 JUNCTION 1.02 1.25 5133.25 0 02:59 1.25 J155 JUNCTION 0.02 0.76 5133.76 0 00:41 0.76 Page 73 100yr Canal Importation Hydrology Update.txt J158 JUNCTION 0.01 0.43 5142.43 0 01:12 0.43 J159 JUNCTION 0.03 2.35 5116.35 0 00:52 2.35 J167 JUNCTION 0.24 2.56 5116.56 0 00:48 2.56 J17 JUNCTION 0.03 1.29 5104.29 0 00:40 1.29 J181 JUNCTION 0.05 1.09 5217.09 0 00:43 1.09 J183 JUNCTION 0.01 1.15 5195.15 0 00:41 1.15 J184 JUNCTION 0.01 1.74 5213.74 0 00:41 1.74 J189 JUNCTION 0.02 0.61 5148.61 0 00:41 0.61 J190 JUNCTION 0.05 4.78 5130.28 0 00:52 4.78 J191 JUNCTION 2.13 5.41 5126.21 0 00:41 5.41 J2 JUNCTION 0.08 10.72 5100.72 0 00:41 10.72 J21 JUNCTION 0.00 0.41 5073.41 0 00:40 0.41 J22 JUNCTION 0.01 0.43 5062.43 0 00:36 0.43 J25 JUNCTION 0.01 0.62 5122.62 0 00:40 0.61 J26 JUNCTION 0.02 0.84 5126.84 0 00:40 0.84 J27 JUNCTION 0.70 3.26 5091.26 0 00:41 3.26 J28 JUNCTION 0.06 4.18 5081.18 0 00:49 4.18 J29 JUNCTION 0.21 3.26 5089.26 0 00:40 3.26 J3 JUNCTION 0.13 11.13 5089.13 0 00:40 11.12 J30 JUNCTION 0.06 0.95 5102.95 0 00:40 0.95 J32 JUNCTION 0.01 0.70 5076.70 0 00:40 0.70 J326north JUNCTION 0.01 0.01 5114.01 0 00:40 0.01 J326west JUNCTION 0.02 0.03 5108.03 0 00:40 0.03 J33 JUNCTION 0.01 0.41 5062.41 0 00:40 0.41 J34 JUNCTION 0.01 0.46 5145.46 0 00:40 0.46 J36 JUNCTION 0.02 0.94 5058.94 0 00:40 0.94 J38 JUNCTION 0.04 1.13 5095.13 0 00:40 1.13 J39 JUNCTION 0.01 2.10 5047.80 0 00:40 2.10 J390 JUNCTION 0.01 0.03 5154.03 0 00:42 0.03 J4 JUNCTION 0.02 0.93 5078.93 0 00:40 0.92 J40 JUNCTION 0.79 1.38 5033.38 0 01:06 1.38 J418 JUNCTION 0.00 0.12 5052.12 0 00:53 0.12 J423 JUNCTION 0.00 0.77 5056.22 0 00:41 0.76 J424 JUNCTION 0.00 0.19 5057.69 0 00:40 0.19 J43 JUNCTION 3.42 4.69 5008.69 0 01:19 4.69 J433 JUNCTION 0.00 0.79 5056.24 0 00:40 0.78 J45 JUNCTION 0.01 0.75 5156.75 0 00:40 0.75 J46 JUNCTION 0.09 1.38 5139.78 0 00:42 1.38 J47 JUNCTION 0.02 1.07 5118.07 0 00:40 1.07 J48 JUNCTION 0.03 1.18 5128.18 0 00:40 1.17 J5 JUNCTION 0.03 1.00 5078.00 0 00:40 0.99 J506 JUNCTION 0.01 0.41 5066.91 0 00:40 0.41 J507 JUNCTION 0.01 0.51 5064.51 0 00:40 0.51 J508 JUNCTION 0.01 0.32 5069.32 0 00:40 0.32 J513 JUNCTION 0.00 0.16 5061.73 0 00:40 0.16 J519 JUNCTION 0.00 0.15 5052.15 0 00:40 0.15 J520 JUNCTION 0.00 0.09 5054.09 0 00:40 0.09 J523 JUNCTION 0.01 0.29 5064.54 0 00:40 0.29 J529 JUNCTION 0.01 0.22 5054.22 0 00:40 0.22 J53 JUNCTION 0.08 3.26 5161.26 0 00:56 3.26 J530 JUNCTION 0.00 0.13 5054.13 0 00:40 0.13 J533 JUNCTION 0.01 0.36 5066.36 0 00:40 0.36 J539 JUNCTION 0.01 0.76 5054.76 0 00:40 0.76 Page 74 100yr Canal Importation Hydrology Update.txt J540 JUNCTION 0.02 0.63 5060.13 0 00:40 0.63 J543 JUNCTION 0.01 3.12 5054.82 0 00:40 3.05 J543_US JUNCTION 0.01 0.36 5056.86 0 00:40 0.36 J549 JUNCTION 0.01 1.67 5055.07 0 00:41 1.66 J55 JUNCTION 0.02 0.85 5142.85 0 00:40 0.85 J550 JUNCTION 0.01 0.43 5061.43 0 00:40 0.43 J559 JUNCTION 0.01 0.24 5055.99 0 00:40 0.24 J56 JUNCTION 0.02 0.72 5121.72 0 00:40 0.72 J560 JUNCTION 4.21 4.55 5064.55 0 00:40 4.54 J563 JUNCTION 0.01 0.32 5055.82 0 00:40 0.32 J569 JUNCTION 0.01 0.38 5056.33 0 00:40 0.38 J57 JUNCTION 0.02 1.00 5113.00 0 00:40 1.00 J570 JUNCTION 0.01 0.26 5060.26 0 00:40 0.26 J573 JUNCTION 0.01 0.25 5054.85 0 00:40 0.25 J577 JUNCTION 0.01 0.41 5068.41 0 00:40 0.41 J579 JUNCTION 0.01 0.39 5060.39 0 00:40 0.39 J580 JUNCTION 0.01 0.49 5063.49 0 00:40 0.49 J583 JUNCTION 0.01 0.36 5055.08 0 00:40 0.36 J587 JUNCTION 0.01 0.32 5070.32 0 00:40 0.32 J589 JUNCTION 0.01 0.66 5072.66 0 00:40 0.66 J59 JUNCTION 0.01 1.06 5131.06 0 00:41 1.06 J593 JUNCTION 0.01 0.34 5061.74 0 00:40 0.34 J597 JUNCTION 0.01 0.61 5068.61 0 00:40 0.61 J598 JUNCTION 0.01 0.26 5055.26 0 00:40 0.26 J64 JUNCTION 0.02 0.90 5114.40 0 00:40 0.90 J709 JUNCTION 0.50 2.40 5036.90 0 00:55 2.40 J711 JUNCTION 0.02 2.51 5051.51 0 00:40 2.50 J712 JUNCTION 0.01 0.73 5064.73 0 00:40 0.73 J713 JUNCTION 0.02 0.90 5048.90 0 00:40 0.89 J714 JUNCTION 0.02 0.96 5057.96 0 00:40 0.96 J715 JUNCTION 0.01 1.08 5047.08 0 00:40 1.08 J719 JUNCTION 0.20 6.74 5044.44 0 00:40 6.73 J720 JUNCTION 0.02 1.00 5046.00 0 00:40 1.00 J721 JUNCTION 0.02 0.68 5058.68 0 00:40 0.67 J722 JUNCTION 0.01 0.63 5052.83 0 00:40 0.63 J733 JUNCTION 0.02 1.02 5056.77 0 00:40 1.01 J74 JUNCTION 0.02 0.63 5071.63 0 00:40 0.62 J75 JUNCTION 0.02 0.86 5074.86 0 00:40 0.86 J76 JUNCTION 0.04 0.78 5082.78 0 00:41 0.78 J8 JUNCTION 0.01 0.49 5067.49 0 00:40 0.49 J81 JUNCTION 0.02 1.04 5299.04 0 00:40 1.04 J82 JUNCTION 0.00 0.70 5278.70 0 00:40 0.69 J83 JUNCTION 0.01 0.93 5267.93 0 00:40 0.93 J838 JUNCTION 0.05 1.82 5058.82 0 00:40 1.81 J84 JUNCTION 0.01 1.43 5325.43 0 00:40 1.43 J85 JUNCTION 0.02 2.52 5184.52 0 00:42 2.52 J86 JUNCTION 0.01 0.63 5178.63 0 00:40 0.63 J87 JUNCTION 0.01 0.56 5166.56 0 00:40 0.56 J878 JUNCTION 0.01 0.98 5060.98 0 00:40 0.98 J88 JUNCTION 0.01 1.38 5165.38 0 00:43 1.38 J89 JUNCTION 0.01 0.58 5192.58 0 00:40 0.58 J9 JUNCTION 0.03 0.59 5090.59 0 00:40 0.59 J92 JUNCTION 0.03 0.61 5134.61 0 00:40 0.60 Page 75 100yr Canal Importation Hydrology Update.txt J93 JUNCTION 0.02 0.44 5126.44 0 00:40 0.44 J94 JUNCTION 0.02 0.62 5134.62 0 00:41 0.62 J944 JUNCTION 0.14 1.23 5046.23 0 01:42 1.23 J945 JUNCTION 1.07 5.03 5040.53 0 00:54 5.03 J95 JUNCTION 0.04 2.90 5146.90 0 00:45 2.90 PP_1 JUNCTION 0.34 4.84 5048.54 0 01:21 4.84 PP_2 JUNCTION 1.63 13.86 5051.36 0 00:44 10.97 PP_3 JUNCTION 1.62 14.10 5051.60 0 00:44 10.89 PP_4 JUNCTION 1.55 10.58 5048.08 0 01:25 10.58 Skyline_EX-2 JUNCTION 0.04 3.46 5055.94 0 00:40 3.46 U-1 JUNCTION 0.02 5.31 5053.76 0 00:40 5.29 U-2 JUNCTION 0.02 4.80 5053.14 0 00:40 4.77 U-3 JUNCTION 0.02 2.84 5050.18 0 00:40 2.83 414_dummy JUNCTION 0.10 0.11 5037.08 0 01:25 0.11 278_dummy JUNCTION 0.02 0.03 5047.21 0 01:12 0.03 719_dummy JUNCTION 0.02 0.03 5035.95 0 00:40 0.03 J151 JUNCTION 0.01 0.75 5100.75 0 01:01 0.75 410 JUNCTION 0.29 1.59 5051.59 0 00:55 1.59 290_dummy JUNCTION 0.21 11.38 5133.87 0 00:49 11.38 861_dummy JUNCTION 0.00 0.00 5079.00 0 00:00 0.00 278_outfall OUTFALL 0.00 0.00 5047.08 0 00:00 0.00 299_outfall OUTFALL 0.00 0.00 5116.00 0 00:00 0.00 311_outfall OUTFALL 0.00 0.00 5031.00 0 00:00 0.00 317_outfall OUTFALL 0.00 0.00 5046.00 0 00:00 0.00 318_outfall OUTFALL 0.00 0.00 5036.00 0 00:00 0.00 32_outfall OUTFALL 0.02 0.70 5056.70 0 00:40 0.70 349_outfall OUTFALL 0.00 0.00 5110.00 0 00:00 0.00 356_outfall OUTFALL 0.00 0.00 5109.00 0 00:00 0.00 360_outfall OUTFALL 0.00 0.00 5105.90 0 00:00 0.00 362_outfall OUTFALL 0.00 0.00 5105.90 0 00:00 0.00 364_outfall OUTFALL 0.00 0.00 5106.00 0 00:00 0.00 378_outfall OUTFALL 0.00 0.00 0.00 0 00:00 0.00 414 OUTFALL 0.00 0.00 5036.00 0 00:00 0.00 424_outfall OUTFALL 0.00 0.19 5052.19 0 00:40 0.19 426_spill OUTFALL 0.00 0.00 5043.00 0 00:00 0.00 427_spill OUTFALL 0.00 0.00 5040.00 0 00:00 0.00 428_spill OUTFALL 0.12 0.73 5044.73 0 00:55 0.73 429_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 430 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 441_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 442_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 444_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 445_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 446_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 452_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 47_outfall OUTFALL 0.02 1.03 5113.03 0 00:40 1.03 48_outfall OUTFALL 0.03 1.18 5114.18 0 00:40 1.17 519out OUTFALL 0.00 0.12 5050.12 0 00:40 0.12 520_outfall OUTFALL 0.00 0.09 5048.09 0 00:40 0.09 521 OUTFALL 0.02 1.00 5053.90 0 00:30 1.00 522 OUTFALL 0.01 0.42 5044.32 0 00:41 0.42 529out OUTFALL 0.00 0.22 5050.22 0 00:40 0.22 530_outfall OUTFALL 0.00 0.13 5050.13 0 00:40 0.13 Page 76 100yr Canal Importation Hydrology Update.txt 534 OUTFALL 0.00 0.11 5044.11 0 00:46 0.11 538 OUTFALL 0.46 1.10 5079.10 0 00:44 1.10 549_outfall OUTFALL 0.00 0.00 5047.50 0 00:00 0.00 57_outfall OUTFALL 0.01 0.98 5110.98 0 00:40 0.98 634 OUTFALL 0.01 0.51 5044.61 0 01:00 0.51 712_outfall OUTFALL 0.01 0.73 5052.73 0 00:40 0.73 713_outfall OUTFALL 0.01 0.90 5044.90 0 00:40 0.89 714_outfall OUTFALL 0.01 0.96 5052.96 0 00:40 0.96 715_outfall OUTFALL 0.01 1.01 5043.01 0 00:40 1.01 719_outfall OUTFALL 0.00 0.00 5035.82 0 00:00 0.00 720_outfall OUTFALL 0.02 1.00 5043.00 0 00:40 0.99 733_outfall OUTFALL 0.02 1.01 5051.01 0 00:40 1.01 8_outfall OUTFALL 0.01 0.49 5054.49 0 00:40 0.49 802 OUTFALL 0.00 0.75 5052.75 0 00:40 0.75 838_outfall OUTFALL 0.04 1.81 5047.81 0 00:40 1.80 924 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 941 OUTFALL 0.00 0.00 5044.00 0 00:00 0.00 SpringCreekOutfall OUTFALL 1.23 2.80 5002.80 0 00:49 2.76 407 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 408 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 301 DIVIDER 1.47 1.80 5113.60 0 02:11 1.80 438 DIVIDER 0.52 1.81 5080.81 0 01:42 1.81 434 DIVIDER 0.02 0.91 5045.91 0 00:44 0.91 421 DIVIDER 0.03 2.30 5055.30 0 00:40 2.30 422 DIVIDER 0.01 0.42 5044.42 0 00:40 0.42 436 DIVIDER 0.01 0.52 5055.52 0 00:40 0.52 119_storage STORAGE 5.33 5.92 5045.85 0 00:57 5.92 304 STORAGE 0.34 9.15 5060.15 0 01:42 9.15 308 STORAGE 2.29 2.52 5069.64 0 02:19 2.52 310 STORAGE 1.27 3.58 5123.98 0 02:27 3.58 313 STORAGE 16.36 16.40 5114.40 0 00:51 16.40 315 STORAGE 0.77 3.38 5102.98 0 00:46 3.38 316 STORAGE 0.39 3.18 5092.18 0 00:52 3.18 317 STORAGE 0.06 1.17 5049.29 0 01:52 1.17 318 STORAGE 2.03 3.96 5048.76 0 00:51 3.96 319 STORAGE 1.15 4.17 5078.17 0 01:10 4.17 322 STORAGE 4.92 13.99 5062.01 0 02:22 13.99 324 STORAGE 0.40 5.08 5048.78 0 01:22 5.08 326 STORAGE 2.15 6.17 5108.53 0 01:27 6.17 328 STORAGE 3.93 6.07 5066.47 0 03:05 6.07 330 STORAGE 4.99 5.80 5055.66 0 09:57 5.80 334 STORAGE 0.08 4.69 5050.69 0 00:45 4.69 335 STORAGE 3.79 7.71 5042.65 0 02:33 7.71 337 STORAGE 0.15 1.61 5035.61 0 01:09 1.61 338 STORAGE 1.39 4.96 5084.01 0 01:42 4.96 344 STORAGE 0.15 4.12 5080.12 0 00:50 4.12 345 STORAGE 1.97 2.72 5141.22 0 01:57 2.72 347 STORAGE 6.62 7.34 5119.84 0 03:40 7.34 349 STORAGE 0.01 1.24 5114.24 0 00:48 1.24 353 STORAGE 3.28 4.79 5139.39 0 02:57 4.79 356 STORAGE 0.69 3.49 5113.09 0 02:10 3.49 358 STORAGE 0.04 3.37 5146.77 0 01:09 3.37 360 STORAGE 1.43 4.52 5112.12 0 00:59 4.52 Page 77 100yr Canal Importation Hydrology Update.txt 362 STORAGE 1.38 2.41 5110.41 0 01:04 2.41 364 STORAGE 1.06 3.03 5109.98 0 00:53 3.03 366 STORAGE 0.07 4.21 5119.21 0 00:45 4.21 367 STORAGE 2.49 7.52 5124.52 0 02:07 7.52 368 STORAGE 2.89 3.62 5095.62 0 02:05 3.62 370 STORAGE 6.26 6.70 5090.30 0 01:05 6.70 378 STORAGE 2.20 6.69 5055.34 0 02:06 6.69 390 STORAGE 0.06 6.65 5139.65 0 00:51 6.65 395 STORAGE 2.20 4.15 5117.05 0 02:48 4.15 396 STORAGE 3.80 5.80 5117.70 0 02:10 5.80 399 STORAGE 4.56 5.15 5115.05 0 06:44 5.15 299 STORAGE 0.09 3.51 5125.51 0 00:52 3.51 ******************* Node Inflow Summary ******************* ------------------------------------------------------------------------------------------------- Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal Percent ------------------------------------------------------------------------------------------------- 205 JUNCTION 0.00 736.57 0 00:41 0 9.97 -0.449 220 JUNCTION 109.53 434.47 0 00:50 1.05 13.5 -0.003 241 JUNCTION 137.77 490.17 0 01:03 2.84 129 0.286 242 JUNCTION 0.00 530.36 0 01:11 0 132 0.431 244 JUNCTION 412.51 578.37 0 00:40 3.92 132 0.221 272 JUNCTION 231.52 294.43 0 00:40 2.32 35.9 0.081 276 JUNCTION 0.00 834.65 0 00:40 0 43.1 2.097 290 JUNCTION 0.00 546.22 0 00:48 0 10.5 0.003 300 JUNCTION 297.52 319.92 0 00:40 3.09 26.5 -1.086 302 JUNCTION 0.00 48.52 0 00:40 0 2.41 0.006 303 JUNCTION 0.00 38.43 0 03:08 0 11.7 0.006 306 JUNCTION 0.00 545.14 0 00:49 0 10.5 0.001 311 JUNCTION 246.20 529.61 0 00:40 2.36 33.6 0.000 536 JUNCTION 0.00 2.93 0 00:40 0 0.0466 0.330 621 JUNCTION 0.00 11.43 0 00:40 0 0.0306 8.258 622 JUNCTION 0.00 48.73 0 00:40 0 0.383 1.402 636 JUNCTION 0.00 64.54 0 00:42 0 0.581 -9.052 638 JUNCTION 0.00 66.90 0 01:42 0 1.56 1.684 850 JUNCTION 61.77 75.22 0 00:40 0.579 0.763 0.207 852 JUNCTION 0.00 63.78 0 00:45 0 1.02 0.002 853 JUNCTION 258.81 470.43 0 00:45 2.49 12.5 0.107 854 JUNCTION 396.65 545.37 0 00:40 3.96 9.2 0.274 855 JUNCTION 116.58 196.87 0 00:40 1.07 3.14 -0.638 856 JUNCTION 209.32 209.32 0 00:40 2.1 2.1 -0.482 859 JUNCTION 100.81 686.47 0 00:46 1.56 12 0.001 860 JUNCTION 136.66 200.55 0 00:46 7.98 25.9 0.224 861 JUNCTION 233.11 304.58 0 00:45 2.35 33.7 0.524 862 JUNCTION 102.81 350.32 0 00:40 1.04 36.9 0.029 863 JUNCTION 75.70 405.40 0 00:57 0.656 42.9 -0.000 Page 78 100yr Canal Importation Hydrology Update.txt 864 JUNCTION 0.00 437.02 0 01:06 0 125 0.142 867 JUNCTION 310.81 310.81 0 00:40 2.93 15.3 0.185 869 JUNCTION 0.00 37.29 0 00:40 0 0.379 0.102 870 JUNCTION 0.00 329.73 0 00:41 0 19.3 -0.000 871 JUNCTION 0.00 384.64 0 00:49 0 62.5 0.019 872 JUNCTION 0.00 456.11 0 00:49 0 64.1 0.015 873 JUNCTION 0.00 500.71 0 00:43 0 65 0.014 874 JUNCTION 0.00 136.48 0 00:40 0 1.03 1.375 879 JUNCTION 0.00 425.47 0 00:55 0 43.8 0.001 995 JUNCTION 0.00 117.39 0 00:42 0 15.4 -0.008 A01 JUNCTION 0.00 789.94 0 00:44 0 66.1 -0.324 A02 JUNCTION 0.00 746.80 0 00:45 0 66.1 0.086 A03 JUNCTION 0.00 630.23 0 00:46 0 65.5 -0.047 A04 JUNCTION 0.00 554.69 0 00:43 0 65.6 0.010 A05 JUNCTION 0.00 545.15 0 00:47 0 65.6 0.017 A06 JUNCTION 0.00 547.08 0 00:42 0 65.6 0.013 A07 JUNCTION 0.00 549.17 0 00:42 0 65.6 0.013 A08 JUNCTION 0.00 549.81 0 00:42 0 65.6 0.009 A09 JUNCTION 0.00 548.64 0 00:42 0 65.6 0.008 A10 JUNCTION 0.00 525.57 0 00:43 0 65.3 0.009 A11 JUNCTION 0.00 500.21 0 00:43 0 64.9 0.011 A14 JUNCTION 0.00 404.41 0 00:49 0 63 0.012 A15 JUNCTION 0.00 394.70 0 00:49 0 62.7 0.010 A16a JUNCTION 0.00 355.73 0 00:43 0 23.3 0.029 A17 JUNCTION 0.00 347.60 0 00:43 0 19.5 0.072 A19 JUNCTION 0.00 348.78 0 00:40 0 19.5 -0.001 A21 JUNCTION 0.00 349.27 0 00:41 0 19.3 0.005 A22 JUNCTION 0.00 266.38 0 00:41 0 18.2 -0.014 A23 JUNCTION 0.00 186.43 0 00:52 0 17 0.006 A24 JUNCTION 0.00 186.29 0 00:52 0 17 0.007 A25 JUNCTION 0.00 186.33 0 00:52 0 17 0.025 A26 JUNCTION 0.00 186.28 0 00:52 0 17 0.006 A27 JUNCTION 0.00 186.24 0 00:52 0 17 -0.001 A28 JUNCTION 0.00 210.34 0 00:42 0 17 -0.029 A30 JUNCTION 0.00 76.24 0 02:40 0 14 0.001 A31 JUNCTION 0.00 76.40 0 02:34 0 14 0.003 Avery_LowFlow_1 JUNCTION 0.00 6.51 0 02:44 0 3.5 0.054 Avery_LowFlow_2 JUNCTION 0.00 6.51 0 02:44 0 3.51 0.049 Avery_LowFlow_3 JUNCTION 0.00 6.52 0 02:42 0 3.51 0.033 Avery_Outlet JUNCTION 0.00 210.10 0 02:05 0 39.1 -0.010 GC_2 JUNCTION 0.00 64.36 0 00:44 0 1.02 -0.061 GC_3 JUNCTION 0.00 50.67 0 00:48 0 0.761 0.003 GC_5 JUNCTION 0.00 18.17 0 00:40 0 0.165 -0.947 I10 JUNCTION 0.00 33.23 0 00:40 0 0.287 -0.010 I12 JUNCTION 0.00 19.66 0 00:40 0 0.335 2.348 I12-1 JUNCTION 0.00 21.98 0 00:39 0 3.83 -0.055 I13 JUNCTION 0.00 23.72 0 00:40 0 0.223 0.697 I17 JUNCTION 0.00 126.55 0 00:40 0 1.24 0.042 I17-1 JUNCTION 0.00 120.98 0 00:40 0 1.24 0.271 I2 JUNCTION 0.00 35.39 0 00:40 0 0.298 0.011 I2-1 JUNCTION 0.00 35.31 0 00:40 0 0.298 -0.006 I3 JUNCTION 0.00 20.18 0 00:40 0 0.169 -0.002 I3-1 JUNCTION 0.00 21.58 0 00:40 0 0.193 -0.002 Page 79 100yr Canal Importation Hydrology Update.txt I4 JUNCTION 0.00 107.88 0 00:40 0 0.894 0.001 I5 JUNCTION 0.00 18.63 0 00:40 0 0.162 0.002 I6-1 JUNCTION 0.00 40.71 0 00:45 0 0.755 0.238 I6-2 JUNCTION 0.00 54.51 0 00:40 0 0.789 -0.067 I6-3 JUNCTION 0.00 32.23 0 00:40 0 0.22 1.053 I6-4 JUNCTION 0.00 54.38 0 00:40 0 0.572 0.043 I7 JUNCTION 0.00 18.35 0 00:40 0 0.159 0.001 I7-1 JUNCTION 0.00 36.96 0 00:40 0 0.321 -0.004 I8 JUNCTION 0.00 32.57 0 00:40 0 0.282 -0.008 IB-1 JUNCTION 0.00 73.58 0 00:40 0 0.771 1.075 IB-3 JUNCTION 0.00 48.67 0 00:40 0 0.572 -0.797 Inlet_Skyline JUNCTION 0.00 39.79 0 00:40 0 0.365 0.021 Inlet2_Skyline JUNCTION 0.00 23.76 0 00:40 0 0.23 -0.702 J1 JUNCTION 70.16 70.16 0 00:40 0.603 0.603 -0.384 J10 JUNCTION 268.82 268.82 0 00:40 4.14 4.14 -8.300 J101 JUNCTION 0.00 68.48 0 00:40 0 0.605 1.526 J102 JUNCTION 0.00 193.73 0 00:42 0 2.65 -0.732 J103 JUNCTION 0.00 466.28 0 00:40 0 5.56 0.280 J105 JUNCTION 0.00 642.53 0 00:44 0 10.3 -0.953 J108 JUNCTION 83.42 83.42 0 00:40 0.767 0.904 -2.167 J110 JUNCTION 0.00 14.43 0 02:27 0 4.13 -0.001 J113 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal J115 JUNCTION 0.00 134.22 0 00:46 0 2.08 0.242 J116 JUNCTION 0.00 159.62 0 00:52 0 3.11 -4.714 J117 JUNCTION 0.00 167.91 0 00:41 0 1.98 0.129 J118 JUNCTION 0.00 353.24 0 00:47 0 9.16 0.004 J120 JUNCTION 0.00 197.02 0 00:40 0 2.52 0.129 J121 JUNCTION 0.00 149.79 0 00:40 0 1.71 0.203 J123 JUNCTION 5.82 183.54 0 00:42 0.0565 2.57 0.033 J125 JUNCTION 0.00 112.07 0 00:40 0 1.08 -4.617 J127 JUNCTION 0.00 718.21 0 00:42 0 33.4 -1.946 J135 JUNCTION 0.00 364.34 0 02:33 0 113 0.021 J137 JUNCTION 29.82 32.55 0 00:40 0.27 0.317 -0.049 J139 JUNCTION 0.00 69.55 0 00:40 0 0.636 -0.080 J148 JUNCTION 0.00 0.49 0 02:19 0 0.296 0.067 J149 JUNCTION 194.06 194.06 0 00:43 3.34 3.34 -3.761 J152 JUNCTION 536.67 536.67 0 00:40 8.59 8.59 -2.355 J153 JUNCTION 0.00 29.94 0 02:57 0 12.4 0.248 J155 JUNCTION 0.00 103.12 0 00:40 0 0.952 0.325 J158 JUNCTION 0.00 19.66 0 01:09 0 0.845 0.961 J159 JUNCTION 0.00 233.09 0 00:41 0 4.6 3.154 J167 JUNCTION 0.00 51.45 0 00:45 0 1.6 -0.308 J17 JUNCTION 198.39 198.39 0 00:40 1.98 1.97 -0.310 J181 JUNCTION 0.00 85.31 0 00:40 0 0.718 0.166 J183 JUNCTION 0.00 250.26 0 00:40 0 2.25 0.043 J184 JUNCTION 0.00 413.93 0 00:40 0 4.01 -0.019 J189 JUNCTION 0.00 146.31 0 00:40 0 1.38 0.444 J190 JUNCTION 0.00 313.14 0 00:51 0 6.64 -0.002 J191 JUNCTION 81.11 81.11 0 00:40 0.815 0.825 0.875 J2 JUNCTION 166.07 226.30 0 00:40 2.09 2.69 1.417 J21 JUNCTION 158.33 158.33 0 00:40 1.71 1.71 -0.171 J22 JUNCTION 91.45 91.45 0 00:40 0.811 0.811 -0.245 J25 JUNCTION 114.50 114.50 0 00:40 1.08 1.08 -0.207 Page 80 100yr Canal Importation Hydrology Update.txt J26 JUNCTION 155.50 155.50 0 00:40 1.68 1.68 0.008 J27 JUNCTION 753.65 847.89 0 00:40 7.52 33.3 -0.257 J28 JUNCTION 409.49 409.49 0 00:40 4.27 4.27 6.660 J29 JUNCTION 425.26 425.26 0 00:40 4.17 4.16 -21.020 J3 JUNCTION 378.12 520.01 0 00:40 3.02 5.69 2.234 J30 JUNCTION 229.98 229.98 0 00:40 2.13 2.13 -13.595 J32 JUNCTION 249.89 249.89 0 00:40 2.57 2.56 0.005 J326north JUNCTION 0.00 145.07 0 00:40 0 1.68 0.023 J326west JUNCTION 0.00 256.96 0 00:40 0 15.2 0.003 J33 JUNCTION 62.82 62.82 0 00:40 0.549 0.548 0.000 J34 JUNCTION 0.00 50.61 0 00:40 0 0.44 0.265 J36 JUNCTION 68.22 68.22 0 00:40 0.627 0.627 -0.110 J38 JUNCTION 538.27 538.27 0 00:40 5.57 8.2 -4.772 J39 JUNCTION 69.73 69.73 0 00:40 0.636 0.636 -0.016 J390 JUNCTION 0.00 444.01 0 00:42 0 5.27 0.016 J4 JUNCTION 164.56 164.56 0 00:40 1.68 1.67 0.920 J40 JUNCTION 139.12 429.17 0 01:06 11.3 125 0.070 J418 JUNCTION 93.39 93.39 0 00:52 1.04 1.04 -0.764 J423 JUNCTION 7.96 7.96 0 00:40 0.0688 0.0688 -0.049 J424 JUNCTION 41.63 41.63 0 00:40 0.355 0.355 -0.010 J43 JUNCTION 219.95 546.24 0 01:15 1.99 134 0.174 J433 JUNCTION 10.83 10.83 0 00:40 0.096 0.0959 -0.057 J45 JUNCTION 203.24 203.24 0 00:40 3.21 3.21 -0.326 J46 JUNCTION 499.62 500.65 0 00:40 5.87 8.12 3.076 J47 JUNCTION 263.45 263.45 0 00:40 2.55 2.55 -0.012 J48 JUNCTION 450.71 450.71 0 00:40 4.33 4.33 0.010 J5 JUNCTION 164.23 164.23 0 00:40 1.69 1.68 1.043 J506 JUNCTION 23.43 23.43 0 00:40 0.194 0.193 0.077 J507 JUNCTION 36.12 36.12 0 00:40 0.298 0.298 0.030 J508 JUNCTION 20.50 20.50 0 00:40 0.169 0.169 0.045 J513 JUNCTION 21.45 21.45 0 00:40 0.217 0.217 1.866 J519 JUNCTION 12.77 12.77 0 00:40 0.121 0.121 -0.019 J520 JUNCTION 15.48 15.48 0 00:40 0.125 0.124 -0.031 J523 JUNCTION 27.05 27.05 0 00:40 0.247 0.247 3.261 J529 JUNCTION 6.94 6.94 0 00:40 0.0671 0.0671 0.021 J53 JUNCTION 499.81 942.03 0 00:40 9.2 18 -1.020 J530 JUNCTION 22.75 22.75 0 00:40 0.183 0.183 -0.017 J533 JUNCTION 49.29 49.29 0 00:40 0.462 0.462 0.118 J539 JUNCTION 11.28 11.28 0 00:40 0.0963 0.0962 -0.002 J540 JUNCTION 80.51 80.51 0 00:40 0.772 0.771 0.028 J543 JUNCTION 0.00 27.82 0 00:40 0 0.255 0.026 J543_US JUNCTION 28.11 28.11 0 00:40 0.256 0.255 -0.007 J549 JUNCTION 31.23 59.03 0 00:40 0.31 0.502 -0.023 J55 JUNCTION 104.45 104.45 0 00:40 0.95 0.95 -0.294 J550 JUNCTION 49.32 49.32 0 00:40 0.455 0.454 1.177 J559 JUNCTION 8.85 8.85 0 00:40 0.0801 0.0801 0.006 J56 JUNCTION 113.49 204.02 0 00:40 1.02 1.97 -4.665 J560 JUNCTION 35.72 35.72 0 00:40 0.342 0.342 -6.078 J563 JUNCTION 14.20 14.20 0 00:40 0.133 0.133 0.375 J569 JUNCTION 29.44 29.44 0 00:40 0.271 0.271 0.224 J57 JUNCTION 102.45 102.45 0 00:40 0.907 0.906 -0.004 J570 JUNCTION 19.55 19.55 0 00:40 0.183 0.183 -1.050 J573 JUNCTION 7.70 7.70 0 00:40 0.0717 0.0717 0.421 Page 81 100yr Canal Importation Hydrology Update.txt J577 JUNCTION 68.33 68.33 0 00:40 0.565 0.564 -0.924 J579 JUNCTION 24.55 24.55 0 00:40 0.224 0.223 0.016 J580 JUNCTION 58.89 58.89 0 00:40 0.572 0.572 0.039 J583 JUNCTION 17.31 17.31 0 00:40 0.16 0.159 0.436 J587 JUNCTION 38.20 38.20 0 00:40 0.321 0.321 0.060 J589 JUNCTION 134.74 134.74 0 00:40 1.24 1.24 0.019 J59 JUNCTION 269.69 277.08 0 00:40 3.71 4.55 -1.077 J593 JUNCTION 26.16 26.16 0 00:40 0.234 0.234 0.685 J597 JUNCTION 108.36 108.36 0 00:40 0.895 0.894 0.009 J598 JUNCTION 16.57 16.57 0 00:40 0.148 0.148 -0.002 J64 JUNCTION 118.06 118.06 0 00:40 1.03 1.02 -3.484 J709 JUNCTION 0.00 223.87 0 00:55 0 30.1 0.012 J711 JUNCTION 121.35 121.35 0 00:40 1.14 1.14 -0.004 J712 JUNCTION 99.16 99.16 0 00:40 0.868 0.868 0.004 J713 JUNCTION 102.09 102.09 0 00:40 1.04 1.04 0.006 J714 JUNCTION 125.27 125.27 0 00:40 1.13 1.13 0.006 J715 JUNCTION 175.83 175.83 0 00:40 1.75 1.74 -0.006 J719 JUNCTION 194.37 196.24 0 00:40 1.85 3.2 -0.030 J720 JUNCTION 245.30 245.30 0 00:40 2.65 2.64 0.003 J721 JUNCTION 36.34 36.34 0 00:40 0.317 0.317 0.073 J722 JUNCTION 52.20 54.17 0 00:40 0.444 0.47 -0.573 J733 JUNCTION 261.29 261.29 0 00:40 2.58 2.58 0.003 J74 JUNCTION 114.55 114.55 0 00:40 1.08 1.08 -5.994 J75 JUNCTION 278.89 278.89 0 00:40 2.73 2.73 -3.394 J76 JUNCTION 214.51 214.51 0 00:40 2.06 2.06 -10.008 J8 JUNCTION 106.18 106.18 0 00:40 1 1 0.003 J81 JUNCTION 86.46 86.46 0 00:40 0.715 0.714 -0.539 J82 JUNCTION 105.66 105.66 0 00:40 0.9 0.899 -0.141 J83 JUNCTION 152.50 152.50 0 00:40 1.35 1.35 -0.136 J838 JUNCTION 1021.90 1021.90 0 00:40 9.93 11.5 -0.144 J84 JUNCTION 427.42 427.42 0 00:40 4.01 4.01 -0.118 J85 JUNCTION 125.12 484.57 0 00:40 1.26 5.28 0.139 J86 JUNCTION 129.46 129.46 0 00:40 1.17 1.17 0.000 J87 JUNCTION 51.34 51.34 0 00:40 0.439 0.439 -0.200 J878 JUNCTION 101.60 101.60 0 00:40 0.885 0.884 -0.010 J88 JUNCTION 168.54 378.71 0 00:40 1.61 3.86 0.080 J89 JUNCTION 152.33 152.33 0 00:40 1.37 1.37 -0.359 J9 JUNCTION 124.57 124.57 0 00:40 1.07 1.07 0.186 J92 JUNCTION 156.27 156.27 0 00:40 1.41 1.4 -10.807 J93 JUNCTION 64.92 64.92 0 00:40 0.593 0.592 -7.583 J94 JUNCTION 70.37 193.65 0 00:40 0.618 1.99 -4.239 J944 JUNCTION 0.00 114.74 0 01:42 0 12 -0.003 J945 JUNCTION 125.66 223.82 0 00:54 18.2 30.1 0.007 J95 JUNCTION 410.02 454.83 0 00:40 4.8 5.52 -2.198 PP_1 JUNCTION 0.00 46.48 0 00:46 0 3.08 -0.031 PP_2 JUNCTION 0.00 44.34 0 00:44 0 3.09 -0.033 PP_3 JUNCTION 0.00 44.36 0 00:44 0 3.09 -0.213 PP_4 JUNCTION 0.00 45.01 0 00:44 0 3.09 -0.089 Skyline_EX-2 JUNCTION 0.00 29.29 0 00:40 0 0.27 -0.441 U-1 JUNCTION 0.00 62.46 0 00:40 0 0.548 -0.005 U-2 JUNCTION 0.00 62.39 0 00:40 0 0.548 0.000 U-3 JUNCTION 0.00 62.43 0 00:40 0 0.548 0.004 414_dummy JUNCTION 0.00 34.05 0 01:25 0 3.1 -0.000 Page 82 100yr Canal Importation Hydrology Update.txt 278_dummy JUNCTION 0.00 17.94 0 01:09 0 1.57 0.001 719_dummy JUNCTION 0.00 189.07 0 00:40 0 3.2 0.002 J151 JUNCTION 178.42 178.42 0 01:00 2.65 2.65 0.367 410 JUNCTION 107.55 107.55 0 00:46 6.6 6.6 0.011 290_dummy JUNCTION 0.00 546.26 0 00:48 0 10.5 0.001 861_dummy JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal 278_outfall OUTFALL 0.00 17.94 0 01:09 0 1.57 0.000 299_outfall OUTFALL 0.00 31.50 0 00:52 0 0.821 0.000 311_outfall OUTFALL 0.00 529.61 0 00:40 0 33.6 0.000 317_outfall OUTFALL 0.00 6.67 0 00:35 0 0.973 0.000 318_outfall OUTFALL 0.00 18.09 0 00:51 0 0.667 0.000 32_outfall OUTFALL 0.00 243.35 0 00:40 0 2.56 0.000 349_outfall OUTFALL 0.00 39.79 0 00:48 0 0.995 0.000 356_outfall OUTFALL 0.00 9.45 0 02:10 0 1.97 0.000 360_outfall OUTFALL 0.00 255.41 0 00:59 0 8.84 0.000 362_outfall OUTFALL 0.00 4.42 0 01:04 0 0.296 0.000 364_outfall OUTFALL 0.00 27.28 0 00:53 0 0.962 0.000 378_outfall OUTFALL 0.00 64.74 0 02:06 0 1.09 0.000 414 OUTFALL 0.00 34.05 0 01:25 0 3.1 0.000 424_outfall OUTFALL 0.00 41.07 0 00:40 0 0.355 0.000 426_spill OUTFALL 175.35 175.35 0 00:47 1.48 1.48 0.000 427_spill OUTFALL 288.19 288.19 0 00:45 1.54 1.54 0.000 428_spill OUTFALL 0.00 91.02 0 00:55 0 6.6 0.000 429_spill OUTFALL 431.16 431.16 0 00:43 18.8 18.8 0.000 430 OUTFALL 31.40 31.40 0 00:45 0.0498 0.0498 0.000 441_spill OUTFALL 148.93 148.93 0 00:46 20.6 20.6 0.000 442_spill OUTFALL 29.98 29.98 0 03:20 4.3 4.3 0.000 444_spill OUTFALL 200.56 200.56 0 00:47 5.41 5.41 0.000 445_spill OUTFALL 10.60 10.60 0 00:47 0.0248 0.0249 0.000 446_spill OUTFALL 24.07 24.07 0 00:47 0.107 0.107 0.000 452_spill OUTFALL 283.91 283.91 0 00:53 24.5 24.5 0.000 47_outfall OUTFALL 0.00 227.14 0 00:40 0 2.55 0.000 48_outfall OUTFALL 0.00 387.21 0 00:40 0 4.33 0.000 519out OUTFALL 0.00 12.56 0 00:40 0 0.121 0.000 520_outfall OUTFALL 0.00 15.36 0 00:40 0 0.124 0.000 521 OUTFALL 0.00 17.31 0 00:41 0 0.287 0.000 522 OUTFALL 0.00 2.77 0 00:41 0 0.0913 0.000 529out OUTFALL 0.00 6.91 0 00:40 0 0.0671 0.000 530_outfall OUTFALL 0.00 22.60 0 00:40 0 0.183 0.000 534 OUTFALL 0.00 157.30 0 00:46 0 0.643 0.000 538 OUTFALL 0.00 24.72 0 01:42 0 6.65 0.000 549_outfall OUTFALL 0.00 51.95 0 00:41 0 0.475 0.000 57_outfall OUTFALL 0.00 99.70 0 00:40 0 0.906 0.000 634 OUTFALL 0.00 24.70 0 01:00 0 1.79 0.000 712_outfall OUTFALL 0.00 98.10 0 00:40 0 0.868 0.000 713_outfall OUTFALL 0.00 98.92 0 00:40 0 1.04 0.000 714_outfall OUTFALL 0.00 121.74 0 00:40 0 1.13 0.000 715_outfall OUTFALL 0.00 148.40 0 00:40 0 1.74 0.000 719_outfall OUTFALL 0.00 189.07 0 00:40 0 3.2 0.000 720_outfall OUTFALL 0.00 237.06 0 00:40 0 2.64 0.000 733_outfall OUTFALL 0.00 238.67 0 00:40 0 2.58 0.000 8_outfall OUTFALL 0.00 105.02 0 00:40 0 1 0.000 802 OUTFALL 0.00 11.26 0 00:40 0 0.0962 0.000 Page 83 100yr Canal Importation Hydrology Update.txt 838_outfall OUTFALL 0.00 934.40 0 00:40 0 11.5 0.000 924 OUTFALL 60.92 60.92 0 00:40 0.499 0.499 0.000 941 OUTFALL 65.40 65.40 0 00:41 0.765 0.765 0.000 SpringCreekOutfall OUTFALL 0.00 570.75 0 00:49 0 134 0.000 407 OUTFALL 87.17 87.17 0 00:59 3.29 3.29 0.000 408 OUTFALL 28.52 28.52 0 01:19 4.18 4.18 0.000 301 DIVIDER 0.00 76.51 0 02:10 0 13.6 -0.043 438 DIVIDER 0.00 91.62 0 01:42 0 8.21 -0.022 434 DIVIDER 0.00 137.13 0 00:45 0 2.4 -1.221 421 DIVIDER 0.00 28.83 0 00:40 0 0.318 -0.012 422 DIVIDER 0.00 51.89 0 00:40 0 0.473 -0.350 436 DIVIDER 0.00 63.31 0 00:40 0 0.628 0.031 119_storage STORAGE 183.62 183.62 0 00:40 1.9 1.9 0.102 304 STORAGE 0.00 686.47 0 00:46 0 12 0.105 308 STORAGE 0.00 79.89 0 00:40 0 0.924 53.028 310 STORAGE 0.00 214.42 0 00:43 0 4.51 9.139 313 STORAGE 343.78 348.64 0 00:40 12.2 16.3 7.283 315 STORAGE 0.00 187.53 0 00:40 0 2.11 1.166 316 STORAGE 0.00 190.33 0 00:45 0 3.16 1.858 317 STORAGE 103.36 103.36 0 00:40 0.975 0.974 0.053 318 STORAGE 69.15 69.15 0 00:40 0.669 0.669 0.086 319 STORAGE 91.17 91.17 0 00:40 0.836 0.836 0.093 322 STORAGE 28.43 486.42 0 00:50 0.302 14.1 0.991 324 STORAGE 49.90 191.08 0 00:49 0.431 3.09 0.282 326 STORAGE 0.00 508.56 0 00:40 0 18.1 0.322 328 STORAGE 0.00 1118.44 0 00:45 0 43.4 4.743 330 STORAGE 86.39 299.27 0 00:40 0.92 44.3 5.170 334 STORAGE 256.92 256.92 0 00:40 2.41 2.4 0.059 335 STORAGE 336.25 1150.99 0 00:44 5.42 113 -0.023 337 STORAGE 18.43 50.58 0 00:40 0.151 0.468 0.010 338 STORAGE 0.00 479.88 0 00:40 0 8.61 4.972 344 STORAGE 115.30 115.30 0 00:40 1.1 1.1 0.098 345 STORAGE 0.00 201.51 0 00:40 0 3.22 1.872 347 STORAGE 0.00 365.40 0 00:43 0 7.88 5.672 349 STORAGE 105.45 105.45 0 00:40 0.996 0.995 0.012 353 STORAGE 0.00 633.40 0 01:02 0 18.2 4.186 356 STORAGE 0.00 190.21 0 00:40 0 2.07 5.031 358 STORAGE 44.40 44.40 0 00:40 0.846 0.845 0.077 360 STORAGE 464.45 525.12 0 00:40 4.53 8.99 -0.752 362 STORAGE 46.16 46.16 0 00:40 0.385 0.385 0.090 364 STORAGE 0.00 113.60 0 00:40 0 1.06 3.776 366 STORAGE 106.27 106.27 0 00:40 0.944 0.943 0.096 367 STORAGE 73.76 73.76 0 00:40 0.66 0.66 0.033 368 STORAGE 0.00 295.48 0 00:45 0 26.8 1.450 370 STORAGE 495.95 505.63 0 00:40 5.79 31.2 0.013 378 STORAGE 71.18 442.85 0 00:50 0.6 44.4 0.010 390 STORAGE 28.70 545.98 0 00:41 0.211 6.65 0.033 395 STORAGE 174.17 686.99 0 00:40 1.43 12.2 3.699 396 STORAGE 94.95 693.72 0 00:47 0.721 17.7 7.347 399 STORAGE 27.94 40.09 0 00:40 0.264 11.7 -0.480 299 STORAGE 72.18 72.18 0 00:40 0.822 0.822 0.089 Page 84 100yr Canal Importation Hydrology Update.txt ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------- Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------- 303 JUNCTION 3.73 1.273 7.277 852 JUNCTION 0.35 0.799 0.951 870 JUNCTION 0.31 4.906 2.594 871 JUNCTION 0.17 0.547 9.313 A11 JUNCTION 0.04 0.259 13.241 A16a JUNCTION 0.26 2.051 7.329 A17 JUNCTION 0.42 3.292 4.538 A22 JUNCTION 0.30 5.244 3.756 A23 JUNCTION 0.33 5.570 5.030 A24 JUNCTION 0.33 5.541 5.459 A25 JUNCTION 0.30 5.231 4.569 A26 JUNCTION 0.40 6.565 0.665 A27 JUNCTION 0.38 6.450 0.160 A30 JUNCTION 7.54 8.806 0.000 A31 JUNCTION 0.40 0.075 3.195 Avery_LowFlow_1 JUNCTION 23.41 5.755 0.000 Avery_LowFlow_2 JUNCTION 23.37 5.690 0.000 Avery_LowFlow_3 JUNCTION 23.37 6.645 0.000 I12-1 JUNCTION 1.47 3.117 6.583 I17-1 JUNCTION 0.50 7.179 2.531 I2-1 JUNCTION 0.04 0.342 8.718 PP_1 JUNCTION 2.33 0.844 2.456 PP_2 JUNCTION 6.58 9.865 2.135 PP_3 JUNCTION 6.58 10.100 0.000 U-2 JUNCTION 0.07 1.296 1.294 861_dummy JUNCTION 24.00 0.000 15.000 ********************* Node Flooding Summary ********************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------- Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------- PP_3 0.01 12.49 0 00:44 0.000 0.000 313 23.14 190.02 0 00:51 14.009 0.000 Page 85 100yr Canal Importation Hydrology Update.txt ********************** Storage Volume Summary ********************** -------------------------------------------------------------------------------------------------- Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------- 119_storage 73.790 25 0 0 140.502 47 0 00:57 42.17 304 15.729 1 0 0 839.478 75 0 01:42 114.74 308 27.240 18 0 0 32.845 22 0 02:19 3.27 310 7.763 2 0 0 53.364 12 0 02:27 14.43 313 161.727 100 0 0 162.478 100 0 00:51 0.00 315 1.420 3 0 0 21.649 48 0 00:46 134.22 316 1.174 2 0 0 34.002 65 0 00:52 159.62 317 2.808 1 0 0 87.401 20 0 01:52 6.67 318 18.319 19 0 0 53.526 55 0 00:51 18.09 319 9.136 9 0 0 70.912 73 0 01:10 8.59 322 159.940 10 0 0 1252.029 79 0 02:22 76.40 324 0.924 0 0 0 78.653 17 0 01:22 46.48 326 45.340 4 0 0 272.143 25 0 01:27 73.30 328 645.454 31 0 0 1391.322 68 0 03:05 104.98 330 291.857 19 0 0 412.338 27 0 09:57 79.94 334 1.875 2 0 0 120.685 97 0 00:45 137.13 335 287.285 12 0 0 1541.012 62 0 02:33 364.34 337 3.720 5 0 0 40.346 51 0 01:09 5.34 338 44.281 16 0 0 246.121 86 0 01:42 91.62 344 1.332 2 0 0 68.566 94 0 00:50 39.44 345 175.578 46 0 0 328.174 86 0 01:57 26.86 347 546.265 64 0 0 634.509 74 0 03:40 7.39 349 0.429 1 0 0 49.879 82 0 00:48 39.79 353 1144.957 29 0 0 1965.317 50 0 02:57 29.94 356 7.958 9 0 0 56.276 63 0 02:10 9.45 358 0.314 0 0 0 31.649 12 0 01:09 19.66 360 114.298 22 0 0 494.937 93 0 00:59 255.41 362 12.463 29 0 0 34.831 80 0 01:04 4.42 364 11.416 27 0 0 38.721 92 0 00:53 27.28 366 0.709 1 0 0 54.152 96 0 00:45 49.89 367 20.964 16 0 0 77.058 58 0 02:07 1.90 368 227.179 67 0 0 298.034 87 0 02:05 75.86 370 444.219 62 0 0 504.722 70 0 01:05 142.27 378 199.715 17 0 0 1120.084 95 0 02:06 281.07 390 2.082 1 0 0 277.186 94 0 00:51 313.14 395 344.037 30 0 0 863.361 75 0 02:48 32.81 396 537.037 42 0 0 977.616 76 0 02:10 76.51 399 299.139 68 0 0 353.713 81 0 06:44 25.48 299 0.416 1 0 0 36.759 70 0 00:52 31.50 *********************** Outfall Loading Summary *********************** Page 86 100yr Canal Importation Hydrology Update.txt ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- 278_outfall 71.56 1.51 17.94 1.566 299_outfall 9.96 2.87 31.50 0.821 311_outfall 99.96 23.37 529.61 33.600 317_outfall 18.54 2.97 6.67 0.973 318_outfall 99.96 0.71 18.09 0.667 32_outfall 39.70 2.15 243.35 2.564 349_outfall 21.85 1.50 39.79 0.995 356_outfall 62.81 3.28 9.45 1.969 360_outfall 99.96 5.82 255.41 8.840 362_outfall 56.10 0.23 4.42 0.296 364_outfall 94.95 0.71 27.28 0.962 378_outfall 0.77 36.77 64.74 1.085 414 100.00 2.34 34.05 3.095 424_outfall 4.14 2.86 41.07 0.355 426_spill 1.47 39.95 175.35 1.477 427_spill 0.46 140.63 288.19 1.543 428_spill 74.89 7.29 91.02 6.597 429_spill 39.32 17.70 431.16 18.811 430 0.16 16.22 31.40 0.050 441_spill 31.31 52.66 148.93 20.555 442_spill 33.94 11.76 29.98 4.303 444_spill 12.76 17.52 200.56 5.410 445_spill 0.20 5.67 10.60 0.025 446_spill 0.46 10.04 24.07 0.107 452_spill 39.14 72.29 283.91 24.511 47_outfall 53.95 1.62 227.14 2.553 48_outfall 96.60 1.51 387.21 4.327 519out 2.74 1.47 12.56 0.121 520_outfall 2.49 1.62 15.36 0.124 521 43.34 0.22 17.31 0.287 522 31.91 0.09 2.77 0.091 529out 3.18 0.65 6.91 0.067 530_outfall 2.86 2.07 22.60 0.183 534 0.71 40.16 157.30 0.643 538 92.81 8.87 24.72 6.650 549_outfall 2.76 6.37 51.95 0.475 57_outfall 11.23 2.64 99.70 0.906 634 15.79 3.17 24.70 1.789 712_outfall 9.91 2.84 98.10 0.868 713_outfall 24.40 1.43 98.92 1.043 714_outfall 21.07 1.75 121.74 1.126 715_outfall 46.23 1.27 148.40 1.744 719_outfall 99.95 1.07 189.07 3.202 720_outfall 42.48 2.08 237.06 2.645 733_outfall 47.82 1.83 238.67 2.580 8_outfall 16.65 1.98 105.02 1.003 802 2.16 1.40 11.26 0.096 Page 87 100yr Canal Importation Hydrology Update.txt 838_outfall 99.93 3.81 934.40 11.472 924 1.77 9.00 60.92 0.499 941 4.18 6.25 65.40 0.765 SpringCreekOutfall 99.94 170.52 570.75 133.557 407 5.53 17.75 87.17 3.293 408 39.16 10.98 28.52 4.182 ----------------------------------------------------------- System 36.53 783.27 4936.18 327.469 ******************** Link Flow Summary ******************** ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ |Flow| Occurrence |Veloc| Full Full Link Type CFS days hr:min ft/sec Flow Depth ----------------------------------------------------------------------------- 1 CHANNEL 68.48 0 00:40 3.81 0.01 0.11 10 CONDUIT 214.42 0 00:43 2.80 0.02 0.40 102_overflow CHANNEL 123.49 0 00:43 3.30 0.01 0.18 102_pipe CONDUIT 68.09 0 00:53 9.63 0.97 1.00 103_overflow CHANNEL 371.42 0 00:41 5.65 0.02 0.23 104_overflow CHANNEL 568.40 0 00:44 7.48 0.02 0.25 104_pipe CONDUIT 74.24 0 00:39 10.50 0.92 1.00 105_overflow CHANNEL 596.60 0 00:46 7.53 0.03 0.25 105_pipe CONDUIT 23.17 0 00:46 2.84 0.23 0.51 110_overflow CHANNEL 0.00 0 00:00 0.00 0.00 0.50 110_pipe CONDUIT 14.43 0 02:27 5.67 0.37 0.76 115_overflow CHANNEL 105.13 0 00:45 1.68 0.01 0.14 115_pipe CONDUIT 27.35 0 00:53 8.71 0.96 1.00 123a CHANNEL 88.72 0 00:42 4.02 0.01 0.14 123b CHANNEL 94.32 0 00:42 4.27 0.01 0.14 4 CHANNEL 148.70 0 00:40 3.16 0.01 0.19 5 CHANNEL 149.03 0 00:40 2.86 0.02 0.20 8 CHANNEL 105.02 0 00:40 8.50 0.00 0.09 9 CHANNEL 83.16 0 00:41 5.32 0.01 0.12 15 CHANNEL 187.53 0 00:40 4.25 0.02 0.36 17 CHANNEL 167.91 0 00:41 6.56 0.03 0.18 20 CHANNEL 406.50 0 00:53 12.60 0.05 0.31 21 CONDUIT 149.79 0 00:40 3.91 0.19 0.47 22 CHANNEL 91.21 0 00:40 8.59 0.00 0.14 24 CONDUIT 63.79 0 00:45 13.37 2.20 0.89 25 CHANNEL 112.07 0 00:40 5.80 0.00 0.11 26 CHANNEL 145.07 0 00:40 14.91 0.01 0.08 27 CHANNEL 718.21 0 00:42 6.58 0.06 0.44 29 CHANNEL 370.34 0 00:43 7.02 0.04 0.53 30 CHANNEL 186.26 0 00:40 4.50 0.02 0.51 32 CHANNEL 243.35 0 00:40 7.91 0.01 0.13 33 CHANNEL 62.46 0 00:40 7.48 0.00 0.08 36 CHANNEL 63.31 0 00:40 4.76 0.01 0.13 37 CONDUIT 2.89 0 00:41 2.27 0.10 0.30 Page 88 100yr Canal Importation Hydrology Update.txt 38 CHANNEL 479.88 0 00:40 4.47 0.02 0.51 39 CONDUIT 69.55 0 00:40 25.99 0.70 0.46 40 CHANNEL 428.93 0 01:06 3.53 0.03 0.16 42 CHANNEL 521.85 0 01:12 2.47 0.04 0.31 43 CHANNEL 570.75 0 00:49 2.61 0.08 0.47 45 CHANNEL 201.51 0 00:40 6.69 0.01 0.30 46 CHANNEL 365.40 0 00:43 4.92 0.06 0.36 47 CHANNEL 227.14 0 00:40 3.83 0.02 0.19 48 CHANNEL 387.21 0 00:40 5.15 0.03 0.22 53 CONDUIT 633.40 0 01:02 9.63 0.18 0.53 54 CHANNEL 256.96 0 00:40 13.49 0.00 0.11 55 CHANNEL 103.12 0 00:40 6.20 0.01 0.15 56 CHANNEL 190.21 0 00:40 3.81 0.01 0.35 57 CHANNEL 99.70 0 00:40 3.82 0.02 0.18 59 CONDUIT 233.09 0 00:41 2.81 0.04 0.41 64 CHANNEL 113.60 0 00:40 3.83 0.01 0.29 68 CHANNEL 295.48 0 00:45 8.98 0.02 0.37 73 CHANNEL 334.41 0 00:42 14.05 0.07 0.38 74 CHANNEL 105.46 0 00:40 3.30 0.01 0.27 75 CHANNEL 264.98 0 00:40 5.35 0.01 0.28 76 CHANNEL 159.69 0 00:41 2.48 0.01 0.29 81 CHANNEL 85.31 0 00:40 8.23 0.00 0.07 82 CHANNEL 103.23 0 00:40 6.14 0.00 0.09 83 CHANNEL 147.03 0 00:40 7.13 0.02 0.21 84 CHANNEL 413.93 0 00:40 10.24 0.01 0.16 85 CHANNEL 444.01 0 00:42 15.25 0.02 0.13 86 CHANNEL 127.22 0 00:40 12.34 0.01 0.12 87 CHANNEL 50.61 0 00:40 7.56 0.00 0.09 88 CHANNEL 311.96 0 00:43 6.34 0.02 0.14 89 CHANNEL 146.31 0 00:40 8.30 0.00 0.11 92 CHANNEL 150.52 0 00:40 8.00 0.01 0.52 93 CHANNEL 63.35 0 00:40 3.22 0.00 0.39 94 CHANNEL 183.80 0 00:41 3.08 0.01 0.40 95 CHANNEL 344.25 0 00:46 7.69 0.00 0.18 101 CHANNEL 63.66 0 00:41 3.83 0.00 0.11 103 CONDUIT 59.85 0 00:37 8.91 0.99 1.00 108 CHANNEL 79.89 0 00:40 2.08 0.01 0.29 113 CHANNEL 0.00 0 00:00 0.00 0.00 0.17 116 CHANNEL 127.43 0 00:59 2.04 0.02 0.46 117 CHANNEL 160.70 0 00:42 3.44 0.01 0.20 118 CHANNEL 351.63 0 00:49 3.04 0.02 0.43 120 CHANNEL 180.08 0 00:42 6.21 0.03 0.17 121 CONDUIT 125.10 0 00:42 1.65 0.32 0.77 125 CHANNEL 107.57 0 00:40 4.52 0.00 0.45 126 CHANNEL 196.32 0 00:48 4.99 0.01 0.35 127 CHANNEL 643.41 0 00:47 5.91 0.05 0.56 135 CHANNEL 364.27 0 02:34 11.36 0.02 0.19 136 CHANNEL 54.24 0 00:43 4.10 0.01 0.18 137 CONDUIT 32.21 0 00:40 15.12 0.38 0.45 138 CHANNEL 65.85 0 01:46 3.62 0.00 0.09 139 CHANNEL 63.84 0 00:40 1.28 0.01 0.07 140 CHANNEL 436.23 0 01:07 3.28 0.02 0.18 141 CHANNEL 481.34 0 01:10 3.45 0.03 0.19 Page 89 100yr Canal Importation Hydrology Update.txt 142 CHANNEL 525.97 0 01:16 5.23 0.03 0.39 148 CONDUIT 0.58 0 00:50 3.10 0.02 0.57 149 CHANNEL 169.13 0 00:48 2.36 0.01 0.25 151 CHANNEL 178.15 0 01:01 5.00 0.01 0.15 152 CONDUIT 467.74 0 00:41 3.86 0.01 0.39 153 CHANNEL 29.94 0 02:59 2.55 0.00 0.11 155 CHANNEL 95.19 0 00:41 6.72 0.01 0.14 158 CONDUIT 19.63 0 01:12 1.54 0.01 0.17 159 CHANNEL 177.48 0 00:54 4.44 0.02 0.24 16_overflow CHANNEL 160.11 0 00:45 0.73 0.01 0.39 16_pipe CONDUIT 33.17 0 00:40 11.22 1.17 1.00 167_overflow CONDUIT 14.82 0 00:48 2.39 0.00 0.13 167_pipe CONDUIT 27.63 0 01:00 9.22 0.95 1.00 171 CHANNEL 226.09 0 01:16 3.92 0.06 0.43 172 CHANNEL 257.79 0 00:41 4.46 0.09 0.50 176 CHANNEL 390.02 0 00:59 8.94 0.02 0.14 18_overflow CHANNEL 327.03 0 00:47 2.00 0.03 0.24 18_pipe CONDUIT 27.51 0 00:40 10.50 1.15 1.00 181 CHANNEL 55.76 0 00:43 1.48 0.00 0.13 183 CHANNEL 224.16 0 00:41 6.74 0.06 0.25 184 CHANNEL 377.98 0 00:41 5.90 0.02 0.21 187 CHANNEL 48.52 0 00:40 16.89 0.00 0.04 188_overflow CHANNEL 489.77 0 00:49 10.23 0.01 0.20 188_pipe CONDUIT 55.38 0 00:49 6.75 0.16 0.52 189 CHANNEL 131.85 0 00:41 6.76 0.01 0.11 190 CONDUIT 313.03 0 00:51 28.64 0.82 0.51 191_overflow CONDUIT 40.00 0 00:41 2.70 0.11 0.38 191_pipe CONDUIT 27.73 0 00:41 4.78 0.55 0.77 2_overflow CHANNEL 126.81 0 00:42 4.89 0.01 0.14 2_pipe CONDUIT 70.36 0 00:34 9.95 1.01 1.00 220-322 CONDUIT 434.42 0 00:50 12.28 0.06 0.56 24-Skyline_Plum_Overflow_A CHANNEL 38.93 0 00:40 5.89 0.00 0.07 24-Skyline_Plum_Overflow_B CHANNEL 23.46 0 00:40 5.20 0.00 0.06 278 CONDUIT 5.06 0 01:15 4.04 0.02 0.50 278_dummy DUMMY 17.94 0 01:09 28_overflow CONDUIT 143.17 0 00:49 1.69 0.01 0.21 28_pipe CONDUIT 42.95 0 00:49 9.40 1.03 0.94 283 CONDUIT 347.66 0 00:43 9.03 1.39 1.00 285 CONDUIT 458.13 0 00:49 8.12 0.83 1.00 287 CONDUIT 0.00 0 00:00 0.00 0.00 0.00 288 CONDUIT 39.99 0 00:40 3.82 0.22 0.66 290_to_290_dummy DUMMY 546.26 0 00:48 3_overflow CHANNEL 399.93 0 00:40 6.34 0.02 0.22 3_pipe CONDUIT 72.99 0 00:30 10.33 1.09 1.00 301-302dummy CHANNEL 39.37 0 02:11 24.51 0.00 0.04 302-395dummy DUMMY 48.52 0 00:40 303 CONDUIT 38.43 0 03:08 26.20 4.00 1.00 303-300dummy DUMMY 38.43 0 03:08 326dummyNorth DUMMY 145.08 0 00:40 326dummyWest DUMMY 256.97 0 00:40 390dummy DUMMY 444.02 0 00:42 396dummy DUMMY 545.15 0 00:49 414_dummy DUMMY 34.05 0 01:25 Page 90 100yr Canal Importation Hydrology Update.txt 418 CONDUIT 93.28 0 00:53 2.57 0.09 0.62 421_to_621_dummy CHANNEL 11.43 0 00:40 5.13 0.00 0.06 422_to_622_dummy CHANNEL 48.73 0 00:40 16.94 0.00 0.06 423 CONDUIT 14.17 0 00:40 1.03 0.07 0.51 424 CONDUIT 41.07 0 00:40 3.67 0.00 0.06 428 CONDUIT 91.02 0 00:55 1.35 0.02 0.23 433 CONDUIT 10.53 0 00:40 1.70 0.01 0.17 434_to_534_dummy CONDUIT 157.30 0 00:46 14.21 0.00 0.01 436_to_636_dummy CHANNEL 64.54 0 00:42 6.10 0.00 0.11 438_to_138_dummy CHANNEL 66.90 0 01:42 14.98 0.00 0.09 442_dummy DUMMY 529.61 0 00:40 469 CONDUIT 31.40 0 00:41 1.00 0.22 0.92 506 CHANNEL 21.58 0 00:40 2.57 0.00 0.08 507 CHANNEL 35.39 0 00:40 2.96 0.01 0.10 508 CHANNEL 20.18 0 00:40 3.96 0.00 0.06 513 CONDUIT 17.93 0 00:40 1.81 0.03 0.16 519 CONDUIT 12.56 0 00:40 1.62 0.00 0.05 520 CONDUIT 15.36 0 00:40 3.14 0.00 0.03 521 CONDUIT 17.31 0 00:41 22.04 3.74 1.00 522 CONDUIT 2.77 0 00:41 14.25 0.93 0.77 523a CHANNEL 10.92 0 00:41 2.55 0.00 0.09 523b CHANNEL 10.19 0 00:41 2.38 0.00 0.10 529 CHANNEL 6.91 0 00:40 2.83 0.00 0.04 530 CONDUIT 22.60 0 00:40 3.16 0.00 0.04 533a CHANNEL 19.94 0 00:40 3.00 0.00 0.07 533b CHANNEL 20.12 0 00:40 3.02 0.00 0.07 536 CONDUIT 2.93 0 00:40 10.68 1.04 0.93 538 CONDUIT 24.72 0 01:42 26.01 1.31 1.00 539 CONDUIT 11.26 0 00:40 8.07 0.14 0.25 540 CHANNEL 73.58 0 00:40 4.20 0.01 0.13 543 CONDUIT 26.50 0 00:40 5.52 0.91 1.00 543_US CHANNEL 27.82 0 00:40 4.20 0.00 0.07 549 CONDUIT 51.95 0 00:41 2.81 0.52 0.64 550 CHANNEL 48.67 0 00:40 5.31 0.00 0.09 559 CHANNEL 8.81 0 00:40 2.91 0.00 0.05 560 CHANNEL 34.43 0 00:40 3.85 0.00 0.51 563 CHANNEL 13.96 0 00:40 2.36 0.00 0.07 569 CONDUIT 3.70 0 00:36 4.76 1.15 1.00 569_A CHANNEL 29.29 0 00:40 3.38 0.00 0.08 569B_1 CONDUIT 5.94 0 00:32 7.56 2.82 1.00 569B_2 CHANNEL 24.37 0 00:40 2.50 0.00 0.09 570 CHANNEL 19.22 0 00:40 3.22 0.00 0.28 573 CHANNEL 7.56 0 00:40 1.95 0.00 0.06 577a CHANNEL 33.23 0 00:40 3.91 0.00 0.08 577b CHANNEL 32.57 0 00:40 3.83 0.00 0.08 579 CHANNEL 23.72 0 00:40 3.11 0.00 0.08 580 CHANNEL 54.38 0 00:40 4.71 0.01 0.10 583 CHANNEL 16.26 0 00:40 2.45 0.00 0.07 587a CHANNEL 18.35 0 00:40 3.62 0.00 0.06 587b CHANNEL 18.63 0 00:40 3.68 0.00 0.06 589 CHANNEL 126.55 0 00:40 6.70 0.01 0.13 593 CHANNEL 25.83 0 00:40 4.16 0.00 0.07 597 CHANNEL 107.88 0 00:40 6.49 0.01 0.12 Page 91 100yr Canal Importation Hydrology Update.txt 598 CHANNEL 16.50 0 00:40 4.77 0.00 0.05 634_outfall CONDUIT 24.70 0 01:00 >50.00 0.80 0.84 709 CONDUIT 223.87 0 00:55 45.58 0.15 0.14 711 CONDUIT 119.16 0 00:40 29.42 0.28 0.23 712 CHANNEL 98.10 0 00:40 7.39 0.01 0.13 713 CHANNEL 98.92 0 00:40 4.88 0.01 0.16 714 CHANNEL 121.74 0 00:40 5.15 0.01 0.17 715 CHANNEL 148.40 0 00:40 3.76 0.01 0.19 719_dummy DUMMY 189.07 0 00:40 719_overflow CONDUIT 183.91 0 00:40 7.79 0.02 0.15 719_pipe CONDUIT 5.17 0 00:40 5.91 0.13 0.51 720 CHANNEL 237.06 0 00:40 4.43 0.02 0.18 721 CHANNEL 28.83 0 00:40 2.79 0.00 0.11 722 CHANNEL 51.89 0 00:40 7.36 0.00 0.09 733 CHANNEL 238.67 0 00:40 4.31 0.02 0.19 821 CHANNEL 7.06 0 00:43 1.39 0.00 0.08 822 CHANNEL 21.34 0 00:47 2.59 0.00 0.07 838 CHANNEL 934.40 0 00:40 11.03 0.03 0.17 859_to_304 DUMMY 686.47 0 00:46 863-879dummy DUMMY 405.40 0 00:57 873 CONDUIT 384.64 0 00:49 7.65 0.97 1.00 878 CONDUIT 89.53 0 00:40 6.01 0.02 0.12 879-990dummy DUMMY 425.48 0 00:55 944 CONDUIT 114.74 0 01:42 8.10 0.09 0.52 945 CONDUIT 223.87 0 00:55 11.02 1.40 0.55 A01_to_RedFoxPond DUMMY 799.24 0 00:44 A02 CONDUIT 789.94 0 00:44 40.06 2.78 0.60 A03 CONDUIT 716.32 0 00:45 18.63 3.02 0.75 A04 CONDUIT 630.23 0 00:46 13.19 1.60 0.94 A05 CONDUIT 554.69 0 00:43 10.84 1.10 0.94 A06 CONDUIT 545.15 0 00:47 10.82 0.98 0.92 A07 CONDUIT 547.08 0 00:42 10.62 1.18 0.93 A08 CONDUIT 549.17 0 00:42 10.39 1.43 0.95 A09 CONDUIT 549.81 0 00:42 10.18 1.26 0.96 A10 CONDUIT 525.10 0 00:43 9.46 2.92 0.99 A11 CONDUIT 499.60 0 00:43 8.84 1.24 1.00 A12 CONDUIT 500.21 0 00:43 8.83 0.83 1.00 A14 CONDUIT 405.14 0 00:49 8.06 0.97 1.00 A15 CONDUIT 394.44 0 00:49 7.85 0.98 1.00 A16a CONDUIT 355.80 0 00:43 7.08 0.78 1.00 A18 CONDUIT 347.60 0 00:43 9.03 1.26 1.00 A20 CONDUIT 329.92 0 00:41 8.57 1.22 1.00 A21 CONDUIT 329.73 0 00:41 8.57 1.05 1.00 A22 CONDUIT 266.15 0 00:41 6.92 0.91 1.00 A23 CONDUIT 186.50 0 00:52 5.62 0.77 1.00 A26 CONDUIT 186.33 0 00:52 5.18 0.85 1.00 A27 CONDUIT 186.28 0 00:52 6.11 0.73 1.00 A28 CONDUIT 186.24 0 00:52 5.69 0.91 1.00 A28-850 CONDUIT 5.43 0 00:46 0.47 0.04 0.57 A29 CONDUIT 90.11 0 00:52 2.50 0.30 1.00 A30 CONDUIT 76.25 0 02:41 15.53 1.98 1.00 A31 CONDUIT 76.24 0 02:40 15.53 2.04 1.00 Avery_LowFlow_1 CONDUIT 6.51 0 02:45 5.30 3.57 1.00 Page 92 100yr Canal Importation Hydrology Update.txt Avery_LowFlow_3 CONDUIT 6.51 0 02:44 5.30 1.37 1.00 B2 CONDUIT 7.44 0 01:14 2.54 0.11 0.51 Basin_423_outflow CONDUIT 7.64 0 00:40 1.29 0.01 0.17 C3 CONDUIT 186.29 0 00:52 5.61 0.72 1.00 C4 CONDUIT 186.43 0 00:52 5.62 0.83 1.00 C8 CONDUIT 6.51 0 02:44 5.30 1.42 1.00 GC_2 CONDUIT 63.78 0 00:45 6.28 1.20 1.00 GC_3 CONDUIT 51.43 0 00:48 4.78 0.10 0.30 GC_4 CONDUIT 50.67 0 00:48 3.35 0.49 0.93 IB-1b CHANNEL 65.98 0 00:41 3.19 0.01 0.14 IBa CONDUIT 5.68 0 00:41 13.91 0.98 0.52 L10 CONDUIT 32.64 0 00:40 8.64 0.40 0.72 L11 CONDUIT 210.11 0 02:07 21.70 0.34 0.74 L12-1 CONDUIT 20.74 0 00:40 6.68 0.38 1.00 L12-2 CONDUIT 18.71 0 00:39 5.99 1.85 1.00 L13 CONDUIT 24.56 0 00:40 14.45 0.13 1.00 L17 CONDUIT 120.98 0 00:40 9.63 0.35 1.00 L17-1 CONDUIT 120.96 0 00:40 9.63 1.88 1.00 L2 CONDUIT 35.32 0 00:40 8.51 0.63 0.79 L2-1 CONDUIT 35.31 0 00:40 7.19 0.60 1.00 L3 CONDUIT 20.01 0 00:40 8.33 0.38 0.71 L3-1 CONDUIT 21.25 0 00:40 8.55 0.46 0.74 L4 CONDUIT 107.24 0 00:40 10.77 0.46 0.74 L5 CONDUIT 18.63 0 00:40 9.36 0.52 0.61 L6-1 CONDUIT 40.70 0 00:47 8.74 0.24 0.91 L6-2 CONDUIT 40.71 0 00:45 5.63 0.91 0.79 L6-3 CONDUIT 15.39 0 00:54 4.90 0.30 1.00 L6-4 CONDUIT 54.51 0 00:40 7.92 0.68 0.95 L7-1 CONDUIT 36.82 0 00:40 9.81 0.48 0.73 L7-2 CONDUIT 18.34 0 00:40 14.32 0.23 0.44 L8 CONDUIT 32.13 0 00:40 8.23 0.47 0.74 PP_1 CONDUIT 44.34 0 00:44 6.19 0.09 1.00 PP_2 CONDUIT 44.36 0 00:44 3.53 9.11 1.00 PP_3 CONDUIT 45.01 0 00:44 3.58 22.27 1.00 PP_4 CONDUIT 13.71 0 01:25 6.48 1.18 0.53 PP_4_overflow CHANNEL 20.34 0 01:25 1.76 0.01 0.10 U-1 CONDUIT 62.39 0 00:40 6.48 1.20 1.00 U-2 CONDUIT 62.43 0 00:40 6.81 0.65 0.91 U-3 CONDUIT 62.32 0 00:40 7.96 1.07 0.76 322_High_Flow_Orifice_GP ORIFICE 2.52 0 09:23 1.00 322_Glenmoor_Overflow-Grates ORIFICE 75.06 0 02:34 324_Plum_Orifice ORIFICE 46.48 0 00:46 1.00 Avery_LowFlow_Orifice ORIFICE 6.52 0 02:42 1.00 Avery_Orifice ORIFICE 210.10 0 02:05 1.00 322_Glenmoor_Spillway WEIR 0.00 0 00:00 0.00 378_Avery_Spillway WEIR 64.74 0 02:06 0.58 119out WEIR 42.17 0 00:57 0.60 353Out DUMMY 29.94 0 02:57 326Out DUMMY 73.30 0 01:27 328out DUMMY 104.98 0 03:05 330out DUMMY 79.94 0 09:57 335out DUMMY 364.34 0 02:33 390out DUMMY 313.14 0 00:51 Page 93 100yr Canal Importation Hydrology Update.txt 396out DUMMY 76.51 0 02:10 395out DUMMY 32.81 0 02:48 399out DUMMY 25.48 0 06:44 368out DUMMY 75.86 0 02:05 370out DUMMY 142.27 0 01:05 310out DUMMY 14.43 0 02:27 313out DUMMY 0.00 0 00:00 315out DUMMY 134.22 0 00:46 316out DUMMY 159.62 0 00:52 344out DUMMY 39.44 0 00:50 304out DUMMY 114.74 0 01:42 308out DUMMY 0.49 0 02:19 345out DUMMY 26.86 0 01:57 347out DUMMY 7.39 0 03:40 367out DUMMY 1.90 0 02:07 366out DUMMY 49.89 0 00:45 358out DUMMY 19.66 0 01:09 360out DUMMY 255.41 0 00:59 362out DUMMY 4.42 0 01:04 356out DUMMY 9.45 0 02:10 364out DUMMY 27.28 0 00:53 338out DUMMY 91.62 0 01:42 334out DUMMY 137.13 0 00:45 337out DUMMY 5.34 0 01:09 318out DUMMY 18.09 0 00:51 317out DUMMY 6.67 0 00:35 319out DUMMY 8.59 0 00:50 349out DUMMY 39.79 0 00:48 299out DUMMY 31.50 0 00:52 *************************** Flow Classification Summary *************************** ------------------------------------------------------------------------------------- Adjusted ---------- Fraction of Time in Flow Class ---------- /Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------- 1 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.91 0.00 10 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.88 0.00 102_overflow 1.00 0.99 0.00 0.00 0.01 0.00 0.00 0.00 0.98 0.00 102_pipe 1.00 0.00 0.00 0.00 0.96 0.04 0.00 0.00 0.95 0.00 103_overflow 1.00 0.99 0.00 0.00 0.01 0.00 0.00 0.00 0.97 0.00 104_overflow 1.00 0.98 0.01 0.00 0.01 0.01 0.00 0.00 0.97 0.00 104_pipe 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.88 0.00 105_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 105_pipe 1.00 0.00 0.00 0.00 0.15 0.84 0.00 0.00 0.00 0.00 110_overflow 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110_pipe 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.75 0.00 115_overflow 1.00 0.99 0.00 0.00 0.01 0.00 0.00 0.00 0.96 0.00 115_pipe 1.00 0.00 0.00 0.00 0.93 0.06 0.00 0.00 0.92 0.00 Page 94 100yr Canal Importation Hydrology Update.txt 123a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 123b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 4 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.04 0.00 5 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.04 0.00 8 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.67 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 15 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 17 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 20 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.00 0.00 21 1.00 0.00 0.06 0.00 0.94 0.00 0.00 0.00 0.98 0.00 22 26.38 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 24 2.75 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 25 1.00 0.00 0.00 0.00 0.06 0.94 0.00 0.00 0.91 0.00 26 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.34 0.00 27 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.07 0.00 29 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 30 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 32 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.86 0.00 33 1.37 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 36 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 37 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.08 0.00 38 1.00 0.00 0.00 0.00 0.70 0.30 0.00 0.00 0.75 0.00 39 1.00 0.00 0.00 0.00 0.48 0.52 0.00 0.00 0.00 0.00 40 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 42 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 43 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 45 2.15 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 46 1.00 0.00 0.00 0.00 0.99 0.00 0.00 0.01 0.96 0.00 47 1.00 0.00 0.00 0.00 0.06 0.94 0.00 0.00 0.15 0.00 48 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.65 0.00 53 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.95 0.00 54 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 55 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.92 0.00 56 1.00 0.00 0.00 0.00 0.53 0.47 0.00 0.00 0.61 0.00 57 1.00 0.00 0.00 0.00 0.02 0.98 0.00 0.00 0.01 0.00 59 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 64 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 68 1.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.97 0.00 73 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 74 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 75 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 76 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 81 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.97 0.00 82 1.00 0.00 0.57 0.00 0.42 0.01 0.00 0.00 0.99 0.00 83 1.00 0.00 0.39 0.00 0.60 0.02 0.00 0.00 0.98 0.00 84 1.00 0.00 0.14 0.00 0.84 0.02 0.00 0.00 0.99 0.00 85 1.00 0.00 0.00 0.00 0.97 0.02 0.00 0.00 0.80 0.00 86 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 87 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.91 0.00 88 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 89 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.97 0.00 92 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 93 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 Page 95 100yr Canal Importation Hydrology Update.txt 94 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 95 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 101 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.02 0.00 103 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.91 0.00 108 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.03 0.00 113 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 116 1.00 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.01 0.00 117 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.11 0.00 118 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 120 1.00 0.00 0.00 0.00 0.10 0.90 0.00 0.00 0.01 0.00 121 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 125 1.00 0.00 0.00 0.00 0.75 0.00 0.00 0.24 0.78 0.00 126 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 127 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 135 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 136 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 137 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 138 1.00 0.00 0.01 0.00 0.40 0.59 0.00 0.00 0.95 0.00 139 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 140 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 141 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 142 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 148 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.11 0.00 149 1.00 0.00 0.00 0.00 0.93 0.01 0.00 0.06 0.93 0.00 151 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.97 0.00 152 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 153 1.00 0.00 0.01 0.00 0.99 0.00 0.00 0.00 0.96 0.00 155 1.00 0.00 0.00 0.00 0.04 0.96 0.00 0.00 0.94 0.00 158 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 159 1.00 0.00 0.00 0.00 0.10 0.00 0.00 0.90 0.22 0.00 16_overflow 1.00 0.00 0.99 0.00 0.01 0.00 0.00 0.00 0.98 0.00 16_pipe 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.91 0.00 167_overflow 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 167_pipe 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.98 0.00 171 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.89 0.00 172 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.02 0.00 176 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 18_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 18_pipe 1.00 0.00 0.00 0.00 0.03 0.97 0.00 0.00 0.00 0.00 181 1.00 0.00 0.00 0.00 0.02 0.97 0.00 0.00 0.15 0.00 183 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 184 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 187 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 188_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 188_pipe 1.00 0.00 0.00 0.00 0.70 0.30 0.00 0.00 0.59 0.00 189 1.00 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.99 0.00 190 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.88 0.00 191_overflow 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 191_pipe 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 2_overflow 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 2_pipe 1.00 0.00 0.00 0.00 0.95 0.05 0.00 0.00 0.57 0.00 220-322 26.44 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.99 0.00 24-Skyline_Plum_Overflow_A 7.35 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 Page 96 100yr Canal Importation Hydrology Update.txt 24-Skyline_Plum_Overflow_B 7.35 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 278 29.72 0.00 0.00 0.00 0.87 0.13 0.00 0.00 0.38 0.00 28_overflow 1.00 0.49 0.50 0.00 0.01 0.00 0.00 0.00 0.96 0.00 28_pipe 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0.50 0.51 0.00 283 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 285 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 287 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 288 1.63 0.98 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 3_overflow 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 3_pipe 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.92 0.00 301-302dummy 30.99 0.00 0.01 0.00 0.00 0.99 0.00 0.00 0.03 0.00 303 63.22 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.02 0.00 418 1.00 0.00 0.97 0.00 0.03 0.00 0.00 0.00 1.00 0.00 421_to_621_dummy 11.50 0.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 422_to_622_dummy 32.41 0.00 0.98 0.00 0.00 0.01 0.00 0.00 0.97 0.00 423 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 424 1.00 0.84 0.01 0.00 0.13 0.02 0.00 0.00 0.05 0.00 428 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 433 3.17 0.00 0.20 0.00 0.80 0.00 0.00 0.00 0.94 0.00 434_to_534_dummy 118.04 0.99 0.00 0.00 0.00 0.01 0.00 0.00 0.03 0.00 436_to_636_dummy 263.83 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.91 0.00 438_to_138_dummy 39.49 0.01 0.97 0.00 0.01 0.01 0.00 0.00 0.94 0.00 469 1.00 0.00 0.13 0.00 0.87 0.00 0.00 0.00 0.92 0.00 506 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 507 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 508 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 513 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 519 1.00 0.68 0.01 0.00 0.31 0.00 0.00 0.00 0.01 0.00 520 3.89 0.96 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 521 5.79 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.15 0.00 522 83.79 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.44 0.00 523a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.01 0.00 523b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.01 0.00 529 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.16 0.00 530 3.34 0.94 0.00 0.00 0.03 0.02 0.00 0.00 0.01 0.00 533a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 533b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 536 1.43 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.99 0.00 538 12.94 0.00 0.00 0.00 0.22 0.78 0.00 0.00 0.23 0.00 539 1.00 0.00 0.00 0.00 0.97 0.03 0.00 0.00 0.05 0.00 540 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 543 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.96 0.00 543_US 5.74 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 549 1.00 0.13 0.00 0.00 0.00 0.00 0.00 0.87 0.00 0.00 550 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.06 0.00 559 5.37 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 560 1.00 0.00 0.00 0.00 0.56 0.44 0.00 0.00 0.66 0.00 563 1.00 0.00 0.00 0.00 0.02 0.97 0.00 0.00 0.99 0.00 569 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.00 0.00 569_A 5.62 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.01 0.00 569B_1 1.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.89 0.00 569B_2 2.17 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 570 1.00 0.00 0.00 0.00 0.26 0.74 0.00 0.00 0.28 0.00 Page 97 100yr Canal Importation Hydrology Update.txt 573 1.00 0.00 0.00 0.00 0.03 0.97 0.00 0.00 0.99 0.00 577a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 577b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 579 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 580 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 583 1.00 0.00 0.00 0.00 0.01 0.98 0.00 0.02 0.91 0.00 587a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 587b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 589 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 593 1.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 0.98 0.00 597 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 598 7.37 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 634_outfall 374.32 0.00 0.00 0.00 0.46 0.54 0.00 0.00 0.09 0.00 709 1.81 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 711 1.00 0.00 0.17 0.00 0.80 0.03 0.00 0.00 0.85 0.00 712 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.13 0.00 713 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.06 0.00 714 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.06 0.00 715 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.02 0.00 719_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 719_pipe 1.00 0.00 0.00 0.00 0.68 0.32 0.00 0.00 0.28 0.00 720 1.00 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.29 0.00 721 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 722 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.18 0.00 733 1.00 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.28 0.00 821 1.00 0.00 0.00 0.00 0.03 0.97 0.00 0.00 0.97 0.00 822 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 838 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.39 0.00 873 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 878 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.00 0.00 944 2.67 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 945 1.00 0.00 0.00 0.00 0.75 0.25 0.00 0.00 0.00 0.00 A02 1.15 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.08 0.00 A03 1.69 0.00 0.00 0.00 0.22 0.78 0.00 0.00 0.06 0.00 A04 1.21 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.04 0.00 A05 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A06 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A07 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A08 1.35 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A09 1.55 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A10 1.39 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A11 1.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A12 1.07 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A14 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A15 1.38 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A16a 2.27 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A18 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.66 0.00 A20 1.51 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A21 2.01 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A22 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A23 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A26 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.40 0.00 A27 1.14 0.00 0.00 0.00 0.22 0.78 0.00 0.00 0.00 0.00 Page 98 100yr Canal Importation Hydrology Update.txt A28 7.85 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A28-850 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 A29 3.06 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A30 1.12 0.00 0.00 0.00 0.20 0.02 0.00 0.77 0.00 0.00 A31 1.00 0.00 0.00 0.00 0.20 0.80 0.00 0.00 0.00 0.00 Avery_LowFlow_1 1.00 0.00 0.00 0.00 0.11 0.00 0.00 0.89 0.00 0.00 Avery_LowFlow_3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 B2 2.43 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.85 0.00 Basin_423_outflow 3.17 0.00 0.39 0.00 0.61 0.00 0.00 0.00 0.93 0.00 C3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.29 0.00 C4 1.60 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C8 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 GC_2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 GC_3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.93 0.00 GC_4 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 IB-1b 1.00 0.98 0.01 0.00 0.01 0.00 0.00 0.00 0.96 0.00 IBa 1.00 0.00 0.00 0.00 0.73 0.27 0.00 0.00 0.73 0.00 L10 5.62 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L11 3.96 0.00 0.00 0.00 0.00 0.02 0.00 0.98 0.00 0.00 L12-1 2.41 0.00 0.00 0.00 0.21 0.01 0.00 0.78 0.00 0.00 L12-2 1.00 0.00 0.00 0.00 0.03 0.00 0.00 0.97 0.04 0.00 L13 10.41 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.07 0.00 L17 21.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.69 0.00 L17-1 4.12 0.00 0.00 0.00 0.20 0.00 0.00 0.80 0.00 0.00 L2 2.68 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L2-1 4.40 0.00 0.00 0.00 0.97 0.03 0.00 0.00 0.86 0.00 L3 8.48 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L3-1 3.62 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L4 8.43 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L5 4.06 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L6-1 1.44 0.00 0.00 0.00 0.02 0.00 0.00 0.97 0.10 0.00 L6-2 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L6-3 19.21 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.04 0.00 L6-4 3.54 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.02 0.00 L7-1 2.47 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L7-2 14.07 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L8 4.93 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 PP_1 4.53 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.75 0.00 PP_2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 PP_3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 PP_4 1.00 0.00 0.00 0.00 0.82 0.18 0.00 0.00 0.20 0.00 PP_4_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 U-1 1.96 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 U-2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.91 0.00 U-3 1.76 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours Page 99 100yr Canal Importation Hydrology Update.txt --------- Hours Full -------- Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- 102_pipe 1.01 1.01 1.38 0.01 0.01 104_pipe 1.85 1.85 4.58 0.01 0.01 105_pipe 0.01 3.89 0.01 0.01 0.01 110_pipe 0.01 0.01 23.61 0.01 0.01 115_pipe 1.05 1.05 1.40 0.01 0.30 24 0.01 0.35 0.01 0.43 0.01 30 0.01 0.01 9.33 0.01 0.01 92 0.01 0.01 1.77 0.01 0.01 103 1.68 1.68 1.85 0.01 0.13 148 0.01 0.01 1.63 0.01 0.01 16_pipe 1.17 1.40 1.59 0.85 1.08 167_pipe 0.29 0.29 0.46 0.01 0.19 18_pipe 0.51 2.82 0.51 1.64 0.51 188_pipe 0.01 2.16 0.01 0.01 0.01 191_pipe 0.01 0.01 1.23 0.01 0.01 2_pipe 0.68 0.68 1.01 0.01 0.16 220-322 0.01 0.01 20.01 0.01 0.01 278 0.01 3.89 0.01 0.01 0.01 28_pipe 0.01 1.58 0.01 1.09 0.01 283 0.42 0.42 0.73 0.23 0.22 285 0.03 0.18 0.03 0.01 0.03 3_pipe 1.38 1.38 1.68 0.14 0.22 303 3.73 23.05 3.73 23.23 3.72 418 0.01 0.01 23.44 0.01 0.01 469 0.01 0.01 0.40 0.01 0.01 521 0.48 0.50 0.48 0.61 0.48 536 0.01 0.01 0.09 0.05 0.01 538 7.78 7.78 7.80 7.80 7.77 543 0.03 0.03 0.24 0.01 0.03 569 0.41 1.82 0.41 1.52 0.17 569B_1 1.78 1.84 1.82 1.23 1.46 634_outfall 0.01 0.74 0.01 0.01 0.01 719_pipe 0.01 3.00 0.01 0.01 0.01 873 0.23 0.24 0.23 0.01 0.23 945 0.01 0.01 0.01 3.38 0.01 A02 0.01 0.09 0.01 2.37 0.01 A03 0.01 0.01 0.01 3.25 0.01 A04 0.01 0.01 0.01 0.54 0.01 A05 0.01 0.01 0.01 0.11 0.01 A07 0.01 0.01 0.01 0.23 0.01 A08 0.01 0.01 0.01 0.41 0.01 A09 0.01 0.01 0.01 0.26 0.01 A10 0.01 0.02 0.01 4.34 0.01 A11 0.02 0.04 0.02 0.28 0.02 A12 0.03 0.03 0.04 0.01 0.01 A14 0.22 0.22 0.23 0.01 0.09 A15 0.22 0.23 0.22 0.01 0.22 A16a 0.24 0.26 0.24 0.01 0.24 A18 0.30 0.30 0.42 0.21 0.22 A20 0.30 0.31 0.30 0.21 0.30 Page 100 100yr Canal Importation Hydrology Update.txt A21 0.31 0.31 0.31 0.07 0.31 A22 0.30 0.30 0.31 0.01 0.21 A23 0.33 0.33 0.35 0.01 0.01 A26 1.62 1.73 1.62 0.01 1.62 A27 0.38 0.38 0.40 0.01 0.01 A28 0.38 0.38 0.40 0.01 0.01 A29 1.72 1.72 1.74 0.01 0.03 A30 6.97 7.54 6.99 7.28 6.62 A31 7.50 7.50 7.54 7.30 7.18 Avery_LowFlow_1 4.97 23.41 4.97 23.27 4.82 Avery_LowFlow_3 23.37 23.37 23.37 22.96 23.02 B2 0.01 1.86 0.01 0.01 0.01 C3 0.30 0.30 0.33 0.01 0.01 C4 0.33 0.33 0.33 0.01 0.16 C8 23.37 23.37 23.41 22.99 23.03 GC_2 0.31 0.31 0.35 0.26 0.26 IBa 0.01 1.70 0.01 0.01 0.01 L10 0.01 0.06 0.01 0.01 0.01 L11 0.01 0.01 0.17 0.01 0.01 L12-1 3.36 3.36 4.13 0.01 0.01 L12-2 0.38 0.44 1.47 0.18 0.09 L13 0.02 0.02 0.30 0.01 0.01 L17 0.43 0.46 0.50 0.01 0.22 L17-1 0.48 0.50 0.49 0.18 0.33 L2 0.01 0.04 0.01 0.01 0.01 L2-1 0.04 0.10 0.04 0.01 0.04 L3 0.01 0.05 0.01 0.01 0.01 L3-1 0.01 0.03 0.01 0.01 0.01 L4 0.01 0.10 0.01 0.01 0.01 L6-1 0.01 0.01 0.19 0.01 0.01 L6-3 0.32 0.32 0.40 0.01 0.01 L6-4 0.01 0.02 0.01 0.01 0.01 L8 0.01 0.07 0.01 0.01 0.01 PP_1 2.33 2.33 6.58 0.01 0.01 PP_2 6.58 6.58 6.58 6.81 5.45 PP_3 6.57 6.58 6.57 8.04 6.37 PP_4 0.01 7.31 0.01 4.69 0.01 U-1 0.07 0.08 0.07 0.06 0.07 U-2 0.01 0.07 0.01 0.01 0.01 U-3 0.01 0.01 0.01 0.04 0.01 Analysis begun on: Mon Oct 19 16:04:35 2020 Analysis ended on: Mon Oct 19 16:06:09 2020 Total elapsed time: 00:01:34 Page 101 APPENDIX C.2 City of Fort Collins Canal Importation SWMM Model Post-Developed Analysis 100yr Canal Importation Hydrology Update.txt EPA STORM WATER MANAGEMENT MODEL - VERSION 5.1 (Build 5.1.012) -------------------------------------------------------------- WARNING 04: minimum elevation drop used for Conduit PP_2 WARNING 04: minimum elevation drop used for Conduit PP_3 WARNING 10: crest elevation raised to downstream invert for regulator Link Avery_Orifice WARNING 10: crest elevation raised to downstream invert for regulator Link 313out WARNING 02: maximum depth increased for Node A19 WARNING 02: maximum depth increased for Node A21 WARNING 02: maximum depth increased for Node A28 WARNING 02: maximum depth increased for Node Avery_LowFlow_3 WARNING 02: maximum depth increased for Node GC_2 WARNING 02: maximum depth increased for Node I10 WARNING 02: maximum depth increased for Node I12 WARNING 02: maximum depth increased for Node I13 WARNING 02: maximum depth increased for Node I17 WARNING 02: maximum depth increased for Node I2 WARNING 02: maximum depth increased for Node I3 WARNING 02: maximum depth increased for Node I3-1 WARNING 02: maximum depth increased for Node I4 WARNING 02: maximum depth increased for Node I5 WARNING 02: maximum depth increased for Node I6-3 WARNING 02: maximum depth increased for Node I6-4 WARNING 02: maximum depth increased for Node I7 WARNING 02: maximum depth increased for Node I8 WARNING 02: maximum depth increased for Node IB-1 WARNING 02: maximum depth increased for Node IB-3 WARNING 02: maximum depth increased for Node Inlet_Skyline WARNING 02: maximum depth increased for Node Inlet2_Skyline WARNING 02: maximum depth increased for Node 434 ************* Element Count ************* Number of rain gages ...... 1 Number of subcatchments ... 169 Number of nodes ........... 345 Number of links ........... 328 Number of pollutants ...... 0 Number of land uses ....... 0 **************** Raingage Summary **************** Data Recording Name Data Source Type Interval ------------------------------------------------------------------------ 1 Rainfall_Data INTENSITY 5 min. ******************** Page 1 100yr Canal Importation Hydrology Update.txt Subcatchment Summary ******************** Name Area Width %Imperv %Slope Rain Gage Outlet ----------------------------------------------------------------------------------------------------------- 1 7.70 2236.00 45.00 2.0000 1 J1 2 30.60 2186.00 25.00 2.0000 1 J2 3 39.10 44256.00 40.00 2.0000 1 J3 4 22.20 2763.00 40.00 1.5000 1 J4 5 21.30 2650.00 50.00 1.0000 1 J5 6 6.90 1218.00 40.00 1.0000 1 859 7 18.40 814.00 10.00 1.0000 1 859 8 12.90 1863.00 45.00 2.0000 1 J8 9 12.80 9285.00 60.00 1.0000 1 J9 10 64.40 3028.00 20.00 2.0000 1 J10 11 23.10 3300.00 70.00 1.0000 1 313 12 18.00 2586.00 20.00 1.0000 1 12 13 2.90 2525.00 10.00 1.0000 1 313 14 3.30 625.00 45.00 2.0000 1 14 15 30.00 4356.00 25.00 2.0000 1 856 16 13.70 2385.00 45.00 2.0000 1 855 17 25.50 3968.00 45.00 1.0000 1 J17 18 51.10 5566.00 45.00 2.0000 1 854 19 9.60 1720.00 70.00 2.0000 1 319 20 28.60 3113.00 70.00 2.0000 1 853 21 22.20 2418.00 45.00 1.0000 1 J21 22 9.70 2352.00 60.00 2.0000 1 J22 24 5.00 2890.00 25.00 0.5000 1 J424 25 13.90 2016.00 45.00 2.0000 1 J25 26 21.80 2376.00 45.00 1.0000 1 J26 27 97.10 10573.00 45.00 2.0000 1 J27 28 58.40 6359.00 34.00 2.0000 1 J28 29 53.70 5849.00 45.00 2.4000 1 J29 30 27.40 4774.00 45.00 1.7000 1 J30 31 14.30 3110.00 10.00 1.0000 1 330 32 33.20 3168.00 45.00 2.0000 1 J32 33 6.70 1462.00 55.00 3.2000 1 J33 34 24.00 2090.00 30.00 3.3000 1 335 35 11.70 2548.00 10.00 1.6000 1 335 36 7.20 1250.00 70.00 2.0000 1 J36 37 3.10 672.00 70.00 2.1000 1 J137 38 2.30 1004.00 10.00 1.3000 1 337 39 7.30 1065.00 70.00 3.6000 1 J39 40 8.80 1280.00 10.00 2.0000 1 J40 41 15.00 1510.00 70.00 3.0000 1 241 42 45.10 4894.00 70.00 2.4000 1 244 43 26.80 3889.00 43.00 3.8000 1 J43 44 14.50 2108.00 40.00 2.0000 1 344 45 50.30 2193.00 20.00 2.0000 1 J45 46 81.00 3526.00 35.00 5.0000 1 J46 47 32.90 4778.00 45.00 1.5000 1 J47 48 49.80 5426.00 70.00 2.0000 1 J48 49 12.80 1857.00 45.00 2.0000 1 349 50 7.00 1820.00 30.00 8.5000 1 50 Page 2 100yr Canal Importation Hydrology Update.txt 51 4.40 1917.00 25.00 8.5000 1 51 52 135.00 3584.00 20.00 5.0000 1 J152 53 155.40 6982.00 10.00 2.1000 1 J53 54 33.70 4317.00 70.00 2.0000 1 867 55 10.90 2375.00 70.00 1.8000 1 J55 56 13.10 2853.00 45.00 1.6000 1 J56 57 11.60 2524.00 45.00 2.1000 1 J57 58 14.40 600.00 10.00 2.1000 1 358 59 55.20 6013.00 25.00 0.5000 1 J59 60 58.40 6358.00 45.00 2.5000 1 360 61 3.30 1417.00 10.00 4.0000 1 61 62 4.90 2150.00 45.00 2.0000 1 362 63 3.50 1210.00 10.00 4.4000 1 63 64 13.10 2855.00 45.00 2.9000 1 J64 65 8.20 905.00 20.00 1.0000 1 65 66 11.80 2568.00 50.00 2.0000 1 366 67 7.90 1682.00 60.00 2.0000 1 367 68 42.00 4574.00 35.00 2.0000 1 300 69 26.20 2852.00 45.00 3.0000 1 370 70 26.50 2887.00 40.00 3.0000 1 370 71 30.40 3309.00 45.00 1.8000 1 861 72 30.00 3268.00 45.00 1.9000 1 272 73 13.50 1468.00 45.00 1.7000 1 862 74 13.90 2020.00 45.00 2.0000 1 J74 75 32.80 3571.00 60.00 1.7000 1 J75 76 26.50 3605.00 45.00 1.9000 1 J76 81 10.30 1119.00 20.00 20.0000 1 J81 82 13.00 1182.00 20.00 20.9000 1 J82 83 19.60 1485.00 20.00 20.9000 1 J83 84 58.40 3633.00 20.00 20.0000 1 J84 85 18.50 2015.00 20.00 4.0000 1 J85 86 15.30 2221.00 40.00 3.8000 1 J86 87 5.60 1731.00 45.00 2.0000 1 J87 88 23.40 4481.00 20.00 1.9000 1 J88 89 18.00 2615.00 40.00 3.8000 1 J89 90 3.00 2615.00 20.00 7.1000 1 390 91 12.60 1371.00 10.00 5.4000 1 J191 92 18.00 2615.00 45.00 3.7000 1 J92 93 7.60 1105.00 45.00 3.0000 1 J93 94 7.90 1718.00 45.00 2.4000 1 J94 95 33.00 2450.00 20.00 2.7000 1 J95 96 10.30 8971.00 20.00 1.3000 1 396 97 13.40 7930.00 20.00 1.7000 1 395 98 2.80 2440.00 90.00 1.0000 1 399 99 12.00 1400.00 23.00 1.5000 1 299 108 8.80 1536.00 70.00 2.0000 1 J108 109 14.70 2156.00 45.00 2.0000 1 J711 110 18.50 2688.00 45.00 2.0000 1 110 111 24.60 21432.00 95.00 6.0000 1 311 112 11.10 2420.00 45.00 2.5000 1 J712 113 13.50 1469.00 45.00 1.6000 1 J713 114 14.10 3070.00 50.00 1.6000 1 J714 115 20.10 2920.00 70.00 0.7000 1 J715 Page 3 100yr Canal Importation Hydrology Update.txt 116 7.70 1118.00 70.00 1.0000 1 318 117 11.20 2439.00 70.00 0.7000 1 317 118 3.30 2875.00 70.00 1.0000 1 118 119 24.60 2268.00 45.00 2.0000 1 119_storage 120 34.40 3745.00 45.00 1.0000 1 J720 121 3.70 3050.00 65.00 1.3000 1 J721 122 5.40 3338.00 55.00 1.4000 1 J722 123 4.50 4900.00 10.00 20.0000 1 123 124 6.20 5400.00 24.00 7.1000 1 924 130 2.80 2443.00 15.00 20.0000 1 130 131 1.50 1307.00 10.00 11.0000 1 131 132 14.50 2115.00 45.00 3.7000 1 132 133 33.30 3631.00 45.00 2.2000 1 J733 134 30.90 4491.00 45.00 2.2000 1 334 135 127.90 15915.00 45.00 2.0000 1 J838 138 72.10 8969.00 45.00 1.1000 1 J38 139 51.20 2715.00 10.00 1.3000 1 139 140 56.80 2448.00 20.00 1.0000 1 140 141 6.30 1376.00 60.00 2.0000 1 941 142 11.50 2215.00 20.00 6.0000 1 142 143 8.40 840.00 30.00 3.0000 1 143 195 28.90 3015.00 15.00 2.7000 1 J95 219 23.80 3300.00 45.00 2.0000 1 J719 222 4.70 1025.00 10.00 1.0000 1 322 224 6.40 2074.00 15.00 1.5000 1 324 295 10.60 909.00 15.00 4.6000 1 J95 423 0.90 197.00 40.00 3.0000 1 J423 433 1.20 217.00 50.00 3.0000 1 J433 495 5.40 2348.00 80.00 4.3000 1 395 503 0.60 136.00 90.00 1.0000 1 J123 506 2.40 2667.00 50.00 3.0000 1 J506 507 3.70 4002.00 50.00 3.0000 1 J507 508 2.10 2321.00 50.00 3.0000 1 J508 509 0.90 262.00 35.00 1.4000 1 509 513 2.80 407.00 45.00 1.0000 1 J513 519 1.60 237.00 40.00 2.0000 1 J519 520 1.70 500.00 30.00 5.0000 1 J520 523 3.10 447.00 50.00 2.8000 1 J523 529 0.70 196.00 95.00 2.0000 1 J529 530 2.50 732.00 30.00 5.0000 1 J530 533 5.80 836.00 50.00 2.0000 1 J533 539 1.20 342.00 50.00 3.0000 1 J539 540 9.70 1410.00 50.00 1.5000 1 J540 543 3.20 468.00 50.00 3.0000 1 J543_US 549 4.00 577.00 45.00 1.2000 1 J549 550 5.70 822.00 50.00 2.5000 1 J550 553 8.00 1164.00 30.00 3.0000 1 850 559 0.90 269.00 75.00 2.5000 1 J559 560 4.30 628.00 50.00 1.5000 1 J560 563 1.50 216.00 75.00 2.0000 1 J563 569 3.40 493.00 50.00 2.5000 1 J569 570 2.30 332.00 50.00 2.0000 1 J570 573 0.90 135.00 50.00 2.0000 1 J573 Page 4 100yr Canal Importation Hydrology Update.txt 577 7.00 7572.00 50.00 3.0000 1 J577 578 10.30 2985.00 5.00 2.0000 1 863 579 2.80 404.00 50.00 3.0000 1 J579 580 7.20 1040.00 50.00 1.3000 1 J580 583 2.00 284.00 50.00 2.6000 1 J583 587 3.90 4264.00 55.00 3.0000 1 J587 588 8.90 2577.00 15.00 2.3000 1 378 589 15.60 2270.00 50.00 2.4000 1 J589 593 2.80 601.00 60.00 2.0000 1 J593 597 11.10 12074.00 50.00 3.0000 1 J597 598 1.70 491.00 70.00 2.3000 1 J598 720 4.60 500.00 70.00 2.0000 1 220 820 7.50 820.00 70.00 2.0000 1 220 978 10.80 3126.00 55.00 2.0000 1 J878 ************ Node Summary ************ Invert Max. Ponded External Name Type Elev. Depth Area Inflow ------------------------------------------------------------------------------- 205 JUNCTION 5065.00 15.40 0.0 220 JUNCTION 5064.00 9.00 0.0 241 JUNCTION 5020.00 9.00 0.0 Yes 242 JUNCTION 5010.00 17.00 0.0 244 JUNCTION 5016.00 9.00 0.0 272 JUNCTION 5076.00 10.00 0.0 276 JUNCTION 5062.00 9.00 0.0 290 JUNCTION 5122.50 20.00 0.0 300 JUNCTION 5104.00 7.00 0.0 302 JUNCTION 5111.79 10.00 0.0 303 JUNCTION 5111.79 10.00 0.0 306 JUNCTION 5112.20 15.00 0.0 311 JUNCTION 5032.00 8.40 0.0 536 JUNCTION 5052.20 7.00 0.0 621 JUNCTION 5054.90 5.70 0.0 622 JUNCTION 5032.00 5.70 0.0 636 JUNCTION 5054.90 5.40 0.0 638 JUNCTION 5078.00 10.40 0.0 850 JUNCTION 5050.64 5.00 0.0 852 JUNCTION 5049.12 3.75 0.0 853 JUNCTION 5066.00 9.00 0.0 854 JUNCTION 5084.00 12.00 0.0 855 JUNCTION 5092.00 9.00 0.0 856 JUNCTION 5104.00 8.00 0.0 859 JUNCTION 5052.00 10.00 0.0 860 JUNCTION 5102.00 7.00 0.0 Yes 861 JUNCTION 5080.00 15.00 0.0 862 JUNCTION 5072.00 9.00 0.0 863 JUNCTION 5056.00 9.00 0.0 864 JUNCTION 5030.00 8.00 0.0 867 JUNCTION 5114.00 17.00 0.0 Page 5 100yr Canal Importation Hydrology Update.txt 869 JUNCTION 5052.34 8.00 0.0 870 JUNCTION 5043.53 14.50 0.0 871 JUNCTION 5041.50 18.93 0.0 872 JUNCTION 5040.57 21.68 0.0 873 JUNCTION 5039.82 20.40 0.0 874 JUNCTION 5047.71 9.50 0.0 879 JUNCTION 5050.00 10.00 0.0 995 JUNCTION 5046.00 18.00 0.0 A01 JUNCTION 5037.00 13.54 0.0 A02 JUNCTION 5037.10 18.97 0.0 A03 JUNCTION 5037.13 24.12 0.0 A04 JUNCTION 5037.26 32.00 0.0 A05 JUNCTION 5038.14 29.50 0.0 A06 JUNCTION 5038.51 27.00 0.0 A07 JUNCTION 5039.01 24.50 0.0 A08 JUNCTION 5039.12 23.00 0.0 A09 JUNCTION 5039.25 22.18 0.0 A10 JUNCTION 5039.27 23.17 0.0 A11 JUNCTION 5039.42 22.00 0.0 A14 JUNCTION 5041.05 20.91 0.0 A15 JUNCTION 5041.22 20.12 0.0 A16a JUNCTION 5041.62 17.40 100.0 A17 JUNCTION 5041.99 14.83 0.0 A19 JUNCTION 5043.40 15.61 0.0 A21 JUNCTION 5043.67 19.36 0.0 A22 JUNCTION 5044.08 16.00 0.0 A23 JUNCTION 5044.40 17.10 0.0 A24 JUNCTION 5044.52 17.50 0.0 A25 JUNCTION 5045.22 16.30 0.0 A26 JUNCTION 5045.66 13.73 0.0 A27 JUNCTION 5045.89 13.11 0.0 A28 JUNCTION 5045.87 18.00 0.0 A30 JUNCTION 5046.70 8.30 0.0 A31 JUNCTION 5048.02 16.00 0.0 Avery_LowFlow_1 JUNCTION 5044.65 3.50 0.0 Avery_LowFlow_2 JUNCTION 5045.53 2.87 0.0 Avery_LowFlow_3 JUNCTION 5046.53 1.25 0.0 Avery_Outlet JUNCTION 5048.69 6.85 0.0 GC_2 JUNCTION 5049.77 9.00 0.0 GC_3 JUNCTION 5050.44 9.00 0.0 GC_5 JUNCTION 5055.30 5.00 0.0 I10 JUNCTION 5054.71 10.90 0.0 I12 JUNCTION 5047.41 11.58 0.0 I12-1 JUNCTION 5044.40 13.95 0.0 I13 JUNCTION 5052.58 10.39 0.0 I17 JUNCTION 5046.32 18.62 0.0 I17-1 JUNCTION 5045.79 13.71 0.0 I2 JUNCTION 5051.06 16.12 0.0 I2-1 JUNCTION 5050.58 11.56 0.0 I3 JUNCTION 5052.69 13.18 0.0 I3-1 JUNCTION 5055.07 13.54 0.0 I4 JUNCTION 5051.35 13.54 0.0 I5 JUNCTION 5055.81 10.70 0.0 Page 6 100yr Canal Importation Hydrology Update.txt I6-1 JUNCTION 5048.29 12.35 0.0 I6-2 JUNCTION 5049.44 5.80 0.0 I6-3 JUNCTION 5049.88 5.00 0.0 I6-4 JUNCTION 5049.98 9.70 0.0 I7 JUNCTION 5056.67 10.10 0.0 I7-1 JUNCTION 5053.03 9.22 0.0 I8 JUNCTION 5055.00 10.90 0.0 IB-1 JUNCTION 5050.50 10.00 0.0 IB-3 JUNCTION 5047.33 9.80 0.0 Inlet_Skyline JUNCTION 5049.50 8.50 0.0 Inlet2_Skyline JUNCTION 5049.50 8.50 0.0 J1 JUNCTION 5110.00 5.40 0.0 J10 JUNCTION 5148.00 5.00 0.0 J101 JUNCTION 5108.00 5.40 0.0 J102 JUNCTION 5084.00 15.00 0.0 J103 JUNCTION 5072.00 15.00 0.0 J105 JUNCTION 5054.50 16.50 0.0 J108 JUNCTION 5069.00 5.40 0.0 J110 JUNCTION 5117.80 7.20 0.0 J113 JUNCTION 5110.00 8.00 0.0 J115 JUNCTION 5096.00 9.00 0.0 J116 JUNCTION 5086.00 8.00 0.0 J117 JUNCTION 5093.00 5.40 0.0 J118 JUNCTION 5076.00 9.00 0.0 J120 JUNCTION 5061.00 5.00 0.0 J121 JUNCTION 5066.00 1.00 0.0 J123 JUNCTION 5060.00 5.00 0.0 J125 JUNCTION 5114.00 10.40 0.0 J127 JUNCTION 5076.00 7.00 0.0 J135 JUNCTION 5034.90 9.00 0.0 J137 JUNCTION 5051.50 8.00 0.0 J139 JUNCTION 5034.00 12.00 0.0 J148 JUNCTION 5067.00 6.00 0.0 J149 JUNCTION 5114.00 5.40 0.0 Yes J152 JUNCTION 5206.00 5.00 0.0 J153 JUNCTION 5132.00 17.00 0.0 J155 JUNCTION 5133.00 5.40 0.0 J158 JUNCTION 5142.00 4.00 0.0 J159 JUNCTION 5114.00 9.00 0.0 J167 JUNCTION 5114.00 7.00 0.0 J17 JUNCTION 5103.00 5.40 0.0 J181 JUNCTION 5216.00 15.00 0.0 J183 JUNCTION 5194.00 10.00 0.0 J184 JUNCTION 5212.00 10.00 0.0 J189 JUNCTION 5148.00 5.40 0.0 J190 JUNCTION 5125.50 12.50 0.0 J191 JUNCTION 5120.80 9.00 0.0 J2 JUNCTION 5090.00 15.40 0.0 J21 JUNCTION 5073.00 10.00 0.0 J22 JUNCTION 5062.00 10.00 0.0 J25 JUNCTION 5122.00 5.40 0.0 J26 JUNCTION 5126.00 5.40 0.0 J27 JUNCTION 5088.00 7.00 0.0 Page 7 100yr Canal Importation Hydrology Update.txt J28 JUNCTION 5077.00 8.00 0.0 J29 JUNCTION 5086.00 7.00 0.0 J3 JUNCTION 5078.00 15.00 0.0 J30 JUNCTION 5102.00 5.40 0.0 J32 JUNCTION 5076.00 5.40 0.0 J326north JUNCTION 5114.00 5.40 0.0 J326west JUNCTION 5108.00 17.00 0.0 J33 JUNCTION 5062.00 10.00 0.0 J34 JUNCTION 5145.00 5.40 0.0 J36 JUNCTION 5058.00 5.40 0.0 J38 JUNCTION 5094.00 5.40 0.0 J39 JUNCTION 5045.70 15.00 0.0 J390 JUNCTION 5154.00 10.00 0.0 J4 JUNCTION 5078.00 5.40 0.0 J40 JUNCTION 5032.00 9.00 0.0 Yes J418 JUNCTION 5052.00 5.00 0.0 Yes J423 JUNCTION 5055.45 10.00 0.0 J424 JUNCTION 5057.50 3.00 0.0 J43 JUNCTION 5004.00 11.00 0.0 J433 JUNCTION 5055.45 10.00 0.0 J45 JUNCTION 5156.00 5.00 0.0 J46 JUNCTION 5138.40 5.00 0.0 J47 JUNCTION 5117.00 5.40 0.0 J48 JUNCTION 5127.00 5.40 0.0 J5 JUNCTION 5077.00 5.40 0.0 J506 JUNCTION 5066.50 10.00 0.0 J507 JUNCTION 5064.00 10.00 0.0 J508 JUNCTION 5069.00 10.00 0.0 J513 JUNCTION 5061.57 10.00 0.0 J519 JUNCTION 5052.00 3.00 0.0 J520 JUNCTION 5054.00 3.00 0.0 J523 JUNCTION 5064.25 10.00 0.0 J529 JUNCTION 5054.00 5.40 0.0 J53 JUNCTION 5158.00 6.00 0.0 J530 JUNCTION 5054.00 3.00 0.0 J533 JUNCTION 5066.00 10.00 0.0 J539 JUNCTION 5054.00 5.00 0.0 J540 JUNCTION 5059.50 10.00 0.0 J543 JUNCTION 5051.70 9.50 0.0 J543_US JUNCTION 5056.50 10.00 0.0 J549 JUNCTION 5053.40 10.00 0.0 J55 JUNCTION 5142.00 5.40 0.0 J550 JUNCTION 5061.00 10.00 0.0 J559 JUNCTION 5055.75 10.00 0.0 J56 JUNCTION 5121.00 5.40 0.0 J560 JUNCTION 5060.00 10.00 0.0 J563 JUNCTION 5055.50 10.00 0.0 J569 JUNCTION 5055.95 10.00 0.0 J57 JUNCTION 5112.00 5.40 0.0 J570 JUNCTION 5060.00 10.00 0.0 J573 JUNCTION 5054.60 10.00 0.0 J577 JUNCTION 5068.00 10.00 0.0 J579 JUNCTION 5060.00 10.00 0.0 Page 8 100yr Canal Importation Hydrology Update.txt J580 JUNCTION 5063.00 10.00 0.0 J583 JUNCTION 5054.72 10.00 0.0 J587 JUNCTION 5070.00 10.00 0.0 J589 JUNCTION 5072.00 10.00 0.0 J59 JUNCTION 5130.00 4.00 0.0 J593 JUNCTION 5061.40 5.00 0.0 J597 JUNCTION 5068.00 10.00 0.0 J598 JUNCTION 5055.00 10.00 0.0 J64 JUNCTION 5113.50 5.40 0.0 J709 JUNCTION 5034.50 15.00 0.0 J711 JUNCTION 5049.00 15.00 0.0 J712 JUNCTION 5064.00 5.70 0.0 J713 JUNCTION 5048.00 5.70 0.0 J714 JUNCTION 5057.00 5.70 0.0 J715 JUNCTION 5046.00 5.50 0.0 J719 JUNCTION 5037.70 15.25 0.0 J720 JUNCTION 5045.00 5.40 0.0 J721 JUNCTION 5058.00 5.70 0.0 J722 JUNCTION 5052.20 5.70 0.0 J733 JUNCTION 5055.75 5.40 0.0 J74 JUNCTION 5071.00 5.40 0.0 J75 JUNCTION 5074.00 5.40 0.0 J76 JUNCTION 5082.00 5.40 0.0 J8 JUNCTION 5067.00 5.40 0.0 J81 JUNCTION 5298.00 15.00 0.0 J82 JUNCTION 5278.00 10.00 0.0 J83 JUNCTION 5267.00 5.00 0.0 J838 JUNCTION 5057.00 10.40 0.0 J84 JUNCTION 5324.00 10.00 0.0 J85 JUNCTION 5182.00 10.00 0.0 J86 JUNCTION 5178.00 5.40 0.0 J87 JUNCTION 5166.00 5.40 0.0 J878 JUNCTION 5060.00 4.00 0.0 J88 JUNCTION 5164.00 10.00 0.0 J89 JUNCTION 5192.00 5.40 0.0 J9 JUNCTION 5090.00 10.00 0.0 J92 JUNCTION 5134.00 5.40 0.0 J93 JUNCTION 5126.00 5.40 0.0 J94 JUNCTION 5134.00 5.40 0.0 J944 JUNCTION 5045.00 6.00 0.0 J945 JUNCTION 5035.50 15.00 0.0 Yes J95 JUNCTION 5144.00 15.00 0.0 PP_1 JUNCTION 5043.70 7.30 0.0 PP_2 JUNCTION 5037.50 16.00 0.0 PP_3 JUNCTION 5037.50 14.10 0.0 PP_4 JUNCTION 5037.50 17.00 0.0 Skyline_EX-2 JUNCTION 5052.48 8.00 0.0 U-1 JUNCTION 5048.45 10.50 0.0 U-2 JUNCTION 5048.34 6.09 0.0 U-3 JUNCTION 5047.34 6.90 0.0 414_dummy JUNCTION 5036.97 40.00 0.0 278_dummy JUNCTION 5047.18 10.00 0.0 719_dummy JUNCTION 5035.92 15.25 0.0 Page 9 100yr Canal Importation Hydrology Update.txt J151 JUNCTION 5100.00 5.40 0.0 Yes 410 JUNCTION 5050.00 5.00 0.0 Yes 290_dummy JUNCTION 5122.49 17.00 0.0 861_dummy JUNCTION 5079.00 15.00 0.0 278_outfall OUTFALL 5047.08 0.00 0.0 299_outfall OUTFALL 5116.00 0.00 0.0 311_outfall OUTFALL 5031.00 0.00 0.0 317_outfall OUTFALL 5046.00 0.00 0.0 318_outfall OUTFALL 5036.00 0.00 0.0 32_outfall OUTFALL 5056.00 5.40 0.0 349_outfall OUTFALL 5110.00 0.00 0.0 356_outfall OUTFALL 5109.00 0.00 0.0 360_outfall OUTFALL 5105.90 0.00 0.0 362_outfall OUTFALL 5105.90 0.00 0.0 364_outfall OUTFALL 5106.00 0.00 0.0 378_outfall OUTFALL 0.00 0.00 0.0 414 OUTFALL 5036.00 0.00 0.0 424_outfall OUTFALL 5052.00 3.00 0.0 426_spill OUTFALL 5043.00 0.00 0.0 Yes 427_spill OUTFALL 5040.00 0.00 0.0 Yes 428_spill OUTFALL 5044.00 5.00 0.0 429_spill OUTFALL 0.00 0.00 0.0 Yes 430 OUTFALL 0.00 0.00 0.0 Yes 441_spill OUTFALL 0.00 0.00 0.0 Yes 442_spill OUTFALL 0.00 0.00 0.0 Yes 444_spill OUTFALL 0.00 0.00 0.0 Yes 445_spill OUTFALL 0.00 0.00 0.0 Yes 446_spill OUTFALL 0.00 0.00 0.0 Yes 452_spill OUTFALL 0.00 0.00 0.0 Yes 47_outfall OUTFALL 5112.00 5.40 0.0 48_outfall OUTFALL 5113.00 5.40 0.0 519out OUTFALL 5050.00 3.00 0.0 520_outfall OUTFALL 5048.00 3.00 0.0 521 OUTFALL 5052.90 1.00 0.0 522 OUTFALL 5043.90 0.55 0.0 529out OUTFALL 5050.00 5.40 0.0 530_outfall OUTFALL 5050.00 3.00 0.0 534 OUTFALL 5044.00 10.00 0.0 538 OUTFALL 5078.00 1.10 0.0 549_outfall OUTFALL 5047.50 7.00 0.0 57_outfall OUTFALL 5110.00 5.40 0.0 634 OUTFALL 5044.10 0.75 0.0 712_outfall OUTFALL 5052.00 5.70 0.0 713_outfall OUTFALL 5044.00 5.70 0.0 714_outfall OUTFALL 5052.00 5.70 0.0 715_outfall OUTFALL 5042.00 5.50 0.0 719_outfall OUTFALL 5035.82 0.00 0.0 720_outfall OUTFALL 5042.00 5.40 0.0 733_outfall OUTFALL 5050.00 5.40 0.0 8_outfall OUTFALL 5054.00 5.40 0.0 802 OUTFALL 5052.00 3.00 0.0 838_outfall OUTFALL 5046.00 10.40 0.0 924 OUTFALL 0.00 0.00 0.0 Yes Page 10 100yr Canal Importation Hydrology Update.txt 941 OUTFALL 5044.00 0.00 0.0 Yes SpringCreekOutfall OUTFALL 5000.00 8.00 0.0 407 OUTFALL 0.00 0.00 0.0 Yes 408 OUTFALL 0.00 0.00 0.0 Yes 301 DIVIDER 5111.80 10.00 0.0 438 DIVIDER 5079.00 10.00 0.0 434 DIVIDER 5045.00 10.75 0.0 421 DIVIDER 5053.00 10.00 0.0 422 DIVIDER 5044.00 5.70 0.0 436 DIVIDER 5055.00 5.40 0.0 119_storage STORAGE 5039.93 7.07 0.0 304 STORAGE 5051.00 10.00 0.0 308 STORAGE 5067.12 6.00 0.0 310 STORAGE 5120.40 7.60 0.0 313 STORAGE 5098.00 16.40 0.0 Yes 315 STORAGE 5099.60 4.96 0.0 316 STORAGE 5089.00 4.20 0.0 317 STORAGE 5048.12 3.00 0.0 318 STORAGE 5044.80 5.20 0.0 319 STORAGE 5074.00 5.00 0.0 322 STORAGE 5048.02 15.98 0.0 324 STORAGE 5043.70 8.30 0.0 326 STORAGE 5102.36 11.64 0.0 328 STORAGE 5060.40 7.60 0.0 330 STORAGE 5049.86 10.14 0.0 334 STORAGE 5046.00 4.80 0.0 335 STORAGE 5034.94 10.00 0.0 Yes 337 STORAGE 5034.00 3.00 0.0 338 STORAGE 5079.05 5.43 0.0 344 STORAGE 5076.00 4.21 0.0 345 STORAGE 5138.50 2.93 0.0 347 STORAGE 5112.50 9.00 0.0 349 STORAGE 5113.00 1.50 0.0 353 STORAGE 5134.60 7.40 0.0 356 STORAGE 5109.60 4.90 0.0 358 STORAGE 5143.40 7.32 0.0 360 STORAGE 5107.60 4.80 0.0 362 STORAGE 5108.00 2.75 0.0 364 STORAGE 5106.95 3.24 0.0 366 STORAGE 5115.00 4.30 0.0 367 STORAGE 5117.00 12.01 0.0 368 STORAGE 5092.00 4.00 0.0 370 STORAGE 5083.60 8.08 0.0 Yes 378 STORAGE 5048.65 6.90 0.0 390 STORAGE 5133.00 7.00 0.0 395 STORAGE 5112.90 5.00 0.0 396 STORAGE 5111.90 7.00 0.0 399 STORAGE 5109.90 6.00 0.0 299 STORAGE 5122.00 4.00 0.0 ************ Link Summary Page 11 100yr Canal Importation Hydrology Update.txt ************ Name From Node To Node Type Length %Slope Roughness --------------------------------------------------------------------------------------------- 1 J1 J101 CONDUIT 450.0 0.4444 0.0160 10 J10 310 CONDUIT 1500.0 1.8403 0.0400 102_overflow J102 J3 CONDUIT 540.0 1.1112 0.0160 102_pipe J102 J3 CONDUIT 540.0 1.1112 0.0130 103_overflow J103 205 CONDUIT 860.0 0.8140 0.0160 104_overflow 205 J105 CONDUIT 720.0 1.2501 0.0160 104_pipe 205 J105 CONDUIT 720.0 1.4585 0.0130 105_overflow J105 859 CONDUIT 980.0 1.2246 0.0160 105_pipe J105 859 CONDUIT 980.0 0.2551 0.0130 110_overflow J110 313 CONDUIT 530.0 3.3982 0.0400 110_pipe J110 313 CONDUIT 530.0 2.9825 0.0130 115_overflow J115 855 CONDUIT 250.0 1.6002 0.0600 115_pipe J115 855 CONDUIT 250.0 1.6002 0.0130 123a J123 995 CONDUIT 200.0 0.5000 0.0160 123b J123 A28 CONDUIT 200.0 0.5650 0.0160 4 J4 205 CONDUIT 680.0 0.4412 0.0160 5 J5 205 CONDUIT 630.0 0.3175 0.0160 8 J8 8_outfall CONDUIT 420.0 3.0967 0.0130 9 J9 A21 CONDUIT 2600.0 1.2297 0.0160 15 856 315 CONDUIT 600.0 0.7334 0.0400 17 J17 J117 CONDUIT 1390.0 0.7194 0.0160 20 853 220 CONDUIT 570.0 0.3509 0.0400 21 J21 J121 CONDUIT 680.0 1.0295 0.0160 22 J22 J120 CONDUIT 10.0 10.0504 0.0160 24 852 324 CONDUIT 25.0 0.4800 0.0130 25 J25 J125 CONDUIT 500.0 1.6002 0.0160 26 J26 J326north CONDUIT 700.0 1.7145 0.0160 27 J27 J127 CONDUIT 1110.0 1.0811 0.0350 29 J29 328 CONDUIT 1390.0 1.8420 0.0400 30 J30 330 CONDUIT 2420.0 2.1550 0.0160 32 J32 32_outfall CONDUIT 680.0 2.9424 0.0160 33 J33 U-1 CONDUIT 150.0 5.3744 0.0160 36 J36 436 CONDUIT 750.0 0.4000 0.0160 37 536 J137 CONDUIT 390.0 0.1795 0.0130 38 J38 338 CONDUIT 1000.0 1.4952 0.0160 39 J39 J139 CONDUIT 360.0 3.2517 0.0130 40 J40 864 CONDUIT 410.0 0.4878 0.0350 42 244 242 CONDUIT 910.0 0.6594 0.0600 43 J43 SpringCreekOutfall CONDUIT 920.0 0.4348 0.0600 45 J45 345 CONDUIT 100.0 17.7743 0.0350 46 J46 347 CONDUIT 1550.0 1.4130 0.0350 47 J47 47_outfall CONDUIT 1100.0 0.4546 0.0160 48 J48 48_outfall CONDUIT 1700.0 0.8236 0.0160 53 J53 353 CONDUIT 1700.0 1.3766 0.0400 54 867 J326west CONDUIT 890.0 0.6742 0.0350 55 J55 J155 CONDUIT 700.0 1.2858 0.0160 56 J56 356 CONDUIT 550.0 2.0732 0.0160 57 J57 57_outfall CONDUIT 400.0 0.5000 0.0160 59 J59 J159 CONDUIT 800.0 2.0004 0.0350 64 J64 364 CONDUIT 570.0 1.0790 0.0160 Page 12 100yr Canal Importation Hydrology Update.txt 68 300 368 CONDUIT 850.0 1.4119 0.0350 73 862 276 CONDUIT 650.0 1.5386 0.0350 74 J74 276 CONDUIT 700.0 1.2858 0.0160 75 J75 276 CONDUIT 700.0 1.7145 0.0160 76 J76 276 CONDUIT 2000.0 1.0001 0.0160 81 J81 J181 CONDUIT 750.0 10.9993 0.0400 82 J82 J183 CONDUIT 600.0 14.1393 0.0400 83 J83 J183 CONDUIT 800.0 9.1632 0.0400 84 J84 J184 CONDUIT 960.0 11.7469 0.0400 85 J85 J390 CONDUIT 910.0 3.0784 0.0400 86 J86 390 CONDUIT 400.0 7.5212 0.0160 87 J87 J34 CONDUIT 660.0 3.1834 0.0160 88 J88 290 CONDUIT 1350.0 2.3340 0.0400 89 J89 J189 CONDUIT 1170.0 3.7633 0.0160 92 J92 396 CONDUIT 700.0 3.1587 0.0160 93 J93 395 CONDUIT 400.0 3.2768 0.0160 94 J94 395 CONDUIT 500.0 4.2238 0.0160 95 J95 395 CONDUIT 1860.0 1.6723 0.0400 101 J101 J2 CONDUIT 550.0 1.4547 0.0160 103 J103 205 CONDUIT 860.0 0.8140 0.0130 108 J108 308 CONDUIT 400.0 0.4700 0.0160 113 J113 856 CONDUIT 670.0 0.8956 0.0400 116 J116 854 CONDUIT 390.0 -0.5128 0.0400 117 J117 854 CONDUIT 260.0 1.9234 0.0160 118 J118 853 CONDUIT 930.0 1.0753 0.0400 120 J120 J123 CONDUIT 200.0 0.5000 0.0160 121 J121 J120 CONDUIT 430.0 1.1629 0.0350 125 J125 326 CONDUIT 300.0 3.3485 0.0160 126 860 J27 CONDUIT 870.0 1.6094 0.0350 127 J127 328 CONDUIT 1250.0 1.2481 0.0350 135 J135 J40 CONDUIT 490.0 0.5918 0.0160 136 636 241 CONDUIT 1860.0 1.8767 0.0160 137 J137 337 CONDUIT 310.0 4.3590 0.0130 138 638 J838 CONDUIT 2100.0 1.0001 0.0160 139 J139 864 CONDUIT 450.0 0.8889 0.0600 140 864 241 CONDUIT 730.0 1.3700 0.0350 141 241 244 CONDUIT 910.0 0.4396 0.0350 142 242 J43 CONDUIT 850.0 0.7059 0.0350 148 J148 J105 CONDUIT 200.0 1.2501 0.0130 149 J149 861 CONDUIT 2250.0 1.4224 0.0160 151 J151 J38 CONDUIT 400.0 1.5002 0.0160 152 J152 J53 CONDUIT 2400.0 2.0004 0.0100 153 J153 867 CONDUIT 1200.0 1.5002 0.0350 155 J155 J56 CONDUIT 670.0 1.7913 0.0160 158 J158 J59 CONDUIT 900.0 1.3335 0.0350 159 J159 360 CONDUIT 700.0 0.5714 0.0350 16_overflow 855 316 CONDUIT 190.0 3.6867 0.0600 16_pipe 855 316 CONDUIT 190.0 1.5791 0.0130 167_overflow J167 300 CONDUIT 600.0 1.6669 0.0350 167_pipe J167 300 CONDUIT 600.0 1.6669 0.0130 171 861 272 CONDUIT 700.0 0.5714 0.0350 172 272 862 CONDUIT 650.0 0.6154 0.0350 176 276 863 CONDUIT 1040.0 0.5769 0.0350 Page 13 100yr Canal Importation Hydrology Update.txt 18_overflow 854 J118 CONDUIT 720.0 1.1112 0.0600 18_pipe 854 J118 CONDUIT 720.0 1.1112 0.0130 181 J181 J95 CONDUIT 2090.0 3.4470 0.0400 183 J183 J88 CONDUIT 700.0 4.2897 0.0400 184 J184 J85 CONDUIT 720.0 4.1703 0.0400 187 J34 302 CONDUIT 610.0 5.4523 0.0160 188_overflow 290_dummy 306 CONDUIT 610.0 2.0480 0.0160 188_pipe 290_dummy 306 CONDUIT 610.0 1.6871 0.0130 189 J189 J94 CONDUIT 610.0 2.2957 0.0160 190 J190 290 CONDUIT 180.0 1.6669 0.0130 191_overflow J191 396 CONDUIT 370.0 0.2432 0.0350 191_pipe J191 396 CONDUIT 370.0 -0.5676 0.0130 2_overflow J2 J102 CONDUIT 550.0 1.0910 0.0160 2_pipe J2 J102 CONDUIT 550.0 1.0910 0.0130 220-322 220 322 CONDUIT 25.0 83.1166 0.0130 24-Skyline_Plum_Overflow_A Inlet_Skyline 324 CONDUIT 25.0 4.0032 0.0160 24-Skyline_Plum_Overflow_B Inlet2_Skyline 324 CONDUIT 25.0 4.0032 0.0160 278 874 278_dummy CONDUIT 6.7 7.8997 0.0130 278_dummy 278_dummy 278_outfall CONDUIT 1.0 10.0504 0.0100 28_overflow J28 328 CONDUIT 1230.0 1.2684 0.0600 28_pipe J28 328 CONDUIT 1230.0 1.0244 0.0130 283 A17 A16a CONDUIT 228.0 0.1535 0.0130 285 872 873 CONDUIT 284.5 0.2636 0.0130 287 A19 I12 CONDUIT 1000.0 0.4020 0.0160 288 IB-3 874 CONDUIT 34.0 0.6471 0.0160 290_to_290_dummy 290 290_dummy CONDUIT 1.0 1.0001 0.0100 3_overflow J3 J103 CONDUIT 595.0 1.0085 0.0160 3_pipe J3 J103 CONDUIT 595.0 1.0085 0.0130 301-302dummy 301 302 CONDUIT 10.0 14.7581 0.0160 302-395dummy 302 395 CONDUIT 400.0 -0.2775 0.0100 303 301 303 CONDUIT 1.0 1.0001 0.0130 303-300dummy 303 300 CONDUIT 400.0 1.9479 0.0100 326dummyNorth J326north 326 CONDUIT 400.0 2.9112 0.0010 326dummyWest J326west 326 CONDUIT 400.0 1.4101 0.0010 390dummy J390 390 CONDUIT 400.0 5.2573 0.0010 396dummy 306 396 CONDUIT 400.0 0.0750 0.0010 414_dummy 414_dummy 414 CONDUIT 10.0 9.7460 0.0100 418 J418 324 CONDUIT 400.0 2.0754 0.0130 421_to_621_dummy 421 621 CONDUIT 10.0 1.0001 0.0160 422_to_622_dummy 422 622 CONDUIT 20.0 76.9812 0.0160 423 GC_5 850 CONDUIT 775.0 0.6013 0.0400 424 J424 424_outfall CONDUIT 200.0 2.7510 0.0200 428 410 428_spill CONDUIT 1100.0 0.5455 0.0600 433 J433 GC_5 CONDUIT 25.0 0.6000 0.0350 434_to_534_dummy 434 534 CONDUIT 10.0 17.7743 0.0100 436_to_636_dummy 436 636 CONDUIT 1.0 10.0504 0.0160 438_to_138_dummy 438 638 CONDUIT 10.0 25.8199 0.0160 442_dummy 311 311_outfall CONDUIT 400.0 0.2500 0.0100 469 869 J549 CONDUIT 225.0 -0.4711 0.0300 506 J506 I3-1 CONDUIT 475.0 0.6084 0.0160 507 J507 I2 CONDUIT 375.0 0.4853 0.0160 508 J508 I3 CONDUIT 375.0 2.1685 0.0160 513 J513 A28 CONDUIT 360.0 0.7500 0.0200 Page 14 100yr Canal Importation Hydrology Update.txt 519 J519 519out CONDUIT 100.0 2.0004 0.0350 520 J520 520_outfall CONDUIT 40.0 15.1717 0.0350 521 421 521 CONDUIT 10.0 1.0001 0.0100 522 422 522 CONDUIT 1.0 10.0504 0.0100 523a J523 995 CONDUIT 570.0 1.0088 0.0160 523b J523 A28 CONDUIT 670.0 0.8776 0.0160 529 J529 529out CONDUIT 225.0 1.7781 0.0160 530 J530 530_outfall CONDUIT 40.0 10.0504 0.0350 533a J533 995 CONDUIT 670.0 1.0448 0.0160 533b J533 A28 CONDUIT 670.0 1.0642 0.0160 536 436 536 CONDUIT 50.0 5.6088 0.0100 538 438 538 CONDUIT 10.0 10.0504 0.0100 539 J539 802 CONDUIT 135.0 1.4816 0.0130 540 J540 IB-1 CONDUIT 590.0 0.6780 0.0160 543 J543 GC_2 CONDUIT 385.0 0.5013 0.0130 543_US J543_US J543 CONDUIT 25.0 2.0004 0.0160 549 J549 549_outfall CONDUIT 225.0 0.4000 0.0400 550 J550 IB-3 CONDUIT 370.0 2.3980 0.0160 559 J559 869 CONDUIT 25.0 1.6402 0.0160 560 J560 874 CONDUIT 415.0 3.9766 0.0160 563 J563 Inlet_Skyline CONDUIT 250.0 1.0001 0.0160 569 869 I12 CONDUIT 470.0 0.8170 0.0130 569_A J569 Skyline_EX-2 CONDUIT 25.0 1.8803 0.0160 569B_1 Skyline_EX-2 869 CONDUIT 40.0 0.3500 0.0130 569B_2 Skyline_EX-2 869 CONDUIT 40.0 0.3500 0.0160 570 J570 I6-3 CONDUIT 200.0 5.0665 0.0160 573 J573 Inlet2_Skyline CONDUIT 160.0 1.0001 0.0160 577a J577 I10 CONDUIT 515.0 1.4351 0.0160 577b J577 I8 CONDUIT 515.0 1.3788 0.0160 579 J579 I13 CONDUIT 200.0 1.0151 0.0160 580 J580 I6-4 CONDUIT 600.0 1.3868 0.0160 583 J583 Inlet2_Skyline CONDUIT 245.0 0.7021 0.0160 587a J587 I7 CONDUIT 450.0 1.8292 0.0160 587b J587 I5 CONDUIT 450.0 1.8870 0.0160 589 J589 I17 CONDUIT 750.0 1.6082 0.0160 593 J593 Inlet_Skyline CONDUIT 350.0 2.4007 0.0160 597 J597 I4 CONDUIT 475.0 1.7076 0.0160 598 J598 I12 CONDUIT 25.0 4.0433 0.0160 634_outfall 434 634 CONDUIT 1.0 206.4742 0.0100 709 J709 311 CONDUIT 120.0 2.0838 0.0130 711 J711 311 CONDUIT 1053.0 1.6146 0.0130 712 J712 712_outfall CONDUIT 500.0 2.4007 0.0160 713 J713 713_outfall CONDUIT 560.0 0.7143 0.0160 714 J714 714_outfall CONDUIT 690.0 0.7247 0.0160 715 J715 715_outfall CONDUIT 730.0 0.5480 0.0160 719_dummy 719_dummy 719_outfall CONDUIT 400.0 0.0250 0.0100 719_overflow J719 719_dummy CONDUIT 500.0 1.0061 0.0200 719_pipe J719 719_dummy CONDUIT 500.0 0.3560 0.0130 720 J720 720_outfall CONDUIT 450.0 0.6667 0.0160 721 J721 421 CONDUIT 820.0 0.3659 0.0160 722 J722 422 CONDUIT 400.0 2.0504 0.0160 733 J733 733_outfall CONDUIT 920.0 0.6250 0.0160 821 621 J722 CONDUIT 580.0 0.4655 0.0160 Page 15 100yr Canal Importation Hydrology Update.txt 822 622 242 CONDUIT 2400.0 0.6667 0.0160 838 J838 838_outfall CONDUIT 1000.0 1.1001 0.0160 859_to_304 859 304 CONDUIT 400.0 0.2500 0.0100 863-879dummy 863 879 CONDUIT 400.0 1.5002 0.0100 873 871 A15 CONDUIT 147.7 0.1896 0.0130 878 J878 879 CONDUIT 800.0 1.2501 0.0350 879-990dummy 879 378 CONDUIT 400.0 0.3375 0.0100 944 J944 J945 CONDUIT 109.0 8.7489 0.0130 945 J945 J709 CONDUIT 1370.0 0.0730 0.0130 A01_to_RedFoxPond A01 335 CONDUIT 400.0 0.5150 0.0100 A02 A02 A01 CONDUIT 80.0 0.1250 0.0130 A03 A03 A02 CONDUIT 61.4 0.0489 0.0130 A04 A04 A03 CONDUIT 96.9 0.1342 0.0130 A05 A05 A04 CONDUIT 394.5 0.2231 0.0130 A06 A06 A05 CONDUIT 137.7 0.2687 0.0130 A07 A07 A06 CONDUIT 266.9 0.1873 0.0130 A08 A08 A07 CONDUIT 86.2 0.1276 0.0130 A09 A09 A08 CONDUIT 78.0 0.1667 0.0130 A10 A10 A09 CONDUIT 71.0 0.0282 0.0130 A11 A11 A10 CONDUIT 106.2 0.1413 0.0130 A12 873 A11 CONDUIT 126.6 0.3159 0.0130 A14 A14 872 CONDUIT 231.2 0.2076 0.0130 A15 A15 A14 CONDUIT 87.1 0.1951 0.0130 A16a A16a 871 CONDUIT 55.5 0.2523 0.0130 A18 A19 A17 CONDUIT 759.9 0.1856 0.0130 A20 870 A19 CONDUIT 72.8 0.1787 0.0130 A21 A21 870 CONDUIT 57.7 0.2426 0.0130 A22 A22 A21 CONDUIT 196.1 0.2090 0.0130 A23 A23 A22 CONDUIT 151.0 0.2119 0.0130 A26 A26 A25 CONDUIT 238.8 0.1842 0.0130 A27 A27 A26 CONDUIT 97.5 0.2358 0.0130 A28 A28 A27 CONDUIT 13.1 -0.1522 0.0130 A28-850 A28 850 CONDUIT 775.0 1.0142 0.0400 A29 995 A28 CONDUIT 32.2 0.3420 0.0130 A30 A30 995 CONDUIT 75.0 0.8800 0.0130 A31 A31 A30 CONDUIT 158.6 0.8324 0.0130 Avery_LowFlow_1 Avery_LowFlow_1 I12-1 CONDUIT 188.9 0.0794 0.0130 Avery_LowFlow_3 Avery_LowFlow_3 Avery_LowFlow_2 CONDUIT 185.4 0.5395 0.0130 B2 IB-3 278_dummy CONDUIT 33.9 0.4424 0.0130 Basin_423_outflow J423 GC_5 CONDUIT 25.0 0.6000 0.0350 C3 A25 A24 CONDUIT 290.0 0.2414 0.0130 C4 A24 A23 CONDUIT 66.1 0.1816 0.0130 C8 Avery_LowFlow_2 Avery_LowFlow_1 CONDUIT 174.7 0.5036 0.0130 GC_2 GC_2 852 CONDUIT 160.0 0.4063 0.0130 GC_3 GC_3 GC_2 CONDUIT 168.0 0.3988 0.0130 GC_4 850 GC_3 CONDUIT 50.0 0.4000 0.0350 IB-1b IB-1 874 CONDUIT 260.0 0.2538 0.0160 IBa IB-1 278_dummy CONDUIT 125.0 2.6569 0.0130 L10 I10 A15 CONDUIT 22.9 4.0225 0.0130 L11 Avery_Outlet 871 CONDUIT 55.7 5.6062 0.0130 L12-1 I12-1 A16a CONDUIT 42.0 1.8098 0.0130 L12-2 I12 I12-1 CONDUIT 379.4 0.2003 0.0130 L13 I13 A19 CONDUIT 22.6 20.8824 0.0130 Page 16 100yr Canal Importation Hydrology Update.txt L17 I17 I17-1 CONDUIT 9.2 5.8021 0.0130 L17-1 I17-1 A22 CONDUIT 20.0 0.2001 0.0130 L2 I2-1 A09 CONDUIT 38.0 1.8668 0.0130 L2-1 I2 I2-1 CONDUIT 23.7 2.0257 0.0130 L3 I3 A10 CONDUIT 14.5 5.3105 0.0130 L3-1 I3-1 A10 CONDUIT 31.4 4.1743 0.0130 L4 I4 873 CONDUIT 17.7 2.6042 0.0130 L5 I5 I7-1 CONDUIT 24.0 2.5425 0.0130 L6-1 I6-1 872 CONDUIT 97.9 2.8501 0.0130 L6-2 I6-2 I6-1 CONDUIT 429.1 0.1981 0.0130 L6-3 I6-3 I6-2 CONDUIT 6.4 5.3117 0.0130 L6-4 I6-4 I6-2 CONDUIT 30.0 1.4649 0.0130 L7-1 I7-1 872 CONDUIT 50.0 3.5623 0.0130 L7-2 I7 I7-1 CONDUIT 12.0 12.7695 0.0130 L8 I8 A14 CONDUIT 23.2 2.7621 0.0130 PP_1 PP_1 PP_2 CONDUIT 55.0 11.3450 0.0130 PP_2 PP_2 PP_3 CONDUIT 87.0 0.0011 0.0130 PP_3 PP_3 PP_4 CONDUIT 505.0 0.0002 0.0130 PP_4 PP_4 414_dummy CONDUIT 377.3 0.1405 0.0130 PP_4_overflow PP_4 414_dummy CONDUIT 377.3 0.1405 0.0160 U-1 U-1 U-2 CONDUIT 40.9 0.2688 0.0130 U-2 U-2 U-3 CONDUIT 110.4 0.9058 0.0130 U-3 U-3 A02 CONDUIT 47.4 0.3373 0.0130 322_High_Flow_Orifice_GP 322 A31 ORIFICE 322_Glenmoor_Overflow-Grates 322 A31 ORIFICE 324_Plum_Orifice 324 PP_1 ORIFICE Avery_LowFlow_Orifice 378 Avery_LowFlow_3 ORIFICE Avery_Orifice 378 Avery_Outlet ORIFICE 322_Glenmoor_Spillway 322 J120 WEIR 378_Avery_Spillway 378 378_outfall WEIR 119out 119_storage J719 WEIR 353Out 353 J153 OUTLET 326Out 326 860 OUTLET 328out 328 330 OUTLET 330out 330 335 OUTLET 335out 335 J135 OUTLET 390out 390 J190 OUTLET 396out 396 301 OUTLET 395out 395 399 OUTLET 399out 399 300 OUTLET 368out 368 370 OUTLET 370out 370 861 OUTLET 310out 310 J110 OUTLET 313out 313 J113 OUTLET 315out 315 J115 OUTLET 316out 316 J116 OUTLET 344out 344 205 OUTLET 304out 304 J944 OUTLET 308out 308 J148 OUTLET 345out 345 J46 OUTLET 347out 347 396 OUTLET 367out 367 J167 OUTLET 366out 366 J167 OUTLET Page 17 100yr Canal Importation Hydrology Update.txt 358out 358 J158 OUTLET 360out 360 360_outfall OUTLET 362out 362 362_outfall OUTLET 356out 356 356_outfall OUTLET 364out 364 364_outfall OUTLET 338out 338 438 OUTLET 334out 334 434 OUTLET 337out 337 J40 OUTLET 318out 318 318_outfall OUTLET 317out 317 317_outfall OUTLET 319out 319 853 OUTLET 349out 349 349_outfall OUTLET 299out 299 299_outfall OUTLET ********************* Cross Section Summary ********************* Full Full Hyd. Max. No. of Full Conduit Shape Depth Area Rad. Width Barrels Flow --------------------------------------------------------------------------------------- 1 1+101 5.40 1708.00 1.01 640.00 1 10678.75 10 TRAPEZOIDAL 5.00 1300.00 2.55 510.00 1 12223.81 102_overflow 2+102+3+103 5.00 1250.00 2.49 500.00 1 22478.59 102_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 70.31 103_overflow 2+102+3+103 5.00 1250.00 2.49 500.00 1 19239.06 104_overflow 104+105 5.00 1250.00 2.49 500.00 1 23842.34 104_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 80.55 105_overflow 104+105 5.00 1250.00 2.49 500.00 1 23597.76 105_pipe CIRCULAR 4.50 15.90 1.13 4.50 1 99.32 110_overflow 110_overflow 5.00 190.00 2.83 66.00 1 2602.84 110_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 39.07 115_overflow 115+16 5.00 2575.00 2.53 1015.00 1 14965.51 115_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 28.62 123a street 5.00 641.99 1.79 240.00 1 6226.77 123b street 5.00 641.99 1.79 240.00 1 6619.16 4 4+5 5.40 1687.20 0.98 636.00 1 10255.27 5 4+5 5.40 1687.20 0.98 636.00 1 8699.31 8 8 5.40 1458.00 0.91 540.00 1 27533.01 9 street 5.00 641.99 1.79 240.00 1 9765.09 15 113+15 8.00 2696.00 1.64 1029.00 1 11926.42 17 17 5.40 854.27 0.94 320.10 1 6441.13 20 20 9.00 2695.00 1.65 1027.00 1 8287.21 21 TRAPEZOIDAL 1.00 110.00 0.69 160.00 1 807.38 22 22 5.00 641.99 1.79 240.00 1 27916.86 24 HORIZ_ELLIPSE 2.00 5.08 0.61 3.17 1 28.99 25 26+25+125 5.40 1788.00 1.15 656.00 1 23001.87 26 26+25+125 5.40 1788.00 1.15 656.00 1 23809.43 27 27 7.00 1416.00 2.45 526.00 1 11353.12 29 29 7.00 1322.00 1.54 512.00 1 8872.04 30 30 5.40 854.27 0.94 320.10 1 11147.87 32 32 5.40 1788.00 1.15 656.00 1 31191.05 33 street 5.00 641.99 1.79 240.00 1 20414.60 Page 18 100yr Canal Importation Hydrology Update.txt 36 36+136 5.40 853.75 0.93 320.00 1 4793.91 37 CIRCULAR 3.00 7.07 0.75 3.00 1 28.26 38 38+56+151 5.40 1708.00 1.01 640.00 1 19586.40 39 CIRCULAR 2.80 6.16 0.70 2.80 1 100.06 40 40 7.00 2070.00 2.97 620.00 1 12685.11 42 42 9.00 2430.00 3.78 640.00 1 11850.78 43 43 8.00 2016.00 3.19 628.00 1 7137.17 45 45 5.00 550.00 2.61 210.00 1 18640.61 46 46 5.00 650.00 2.81 230.00 1 6535.07 47 48+47+149 5.40 1708.00 1.01 640.00 1 10799.42 48 48+47+149 5.40 1708.00 1.01 640.00 1 14536.39 53 TRAPEZOIDAL 6.00 390.00 3.11 125.00 1 3618.10 54 54 17.00 6890.00 3.46 1160.00 1 54969.81 55 155+57+64+56 5.40 853.75 0.93 320.00 1 8595.04 56 38+56+151 5.40 1708.00 1.01 640.00 1 23063.62 57 155+57+64+56 5.40 853.75 0.93 320.00 1 5359.76 59 TRAPEZOIDAL 4.00 680.00 2.06 330.00 1 6610.81 64 155+57+64+56 5.40 853.75 0.93 320.00 1 7873.55 68 68 7.00 2607.00 1.26 1017.00 1 15305.14 73 172+73 9.00 486.00 2.40 138.00 1 4589.17 74 76+74+75+720 5.40 1708.00 1.01 640.00 1 18163.52 75 76+74+75+720 5.40 1708.00 1.01 640.00 1 20974.10 76 76+74+75+720 5.40 1708.00 1.01 640.00 1 16018.45 81 81+181 15.00 11250.00 3.54 2100.00 1 321978.07 82 82 10.00 3350.00 2.62 1110.00 1 88914.99 83 83 5.00 300.00 2.70 110.00 1 6548.06 84 84+184+85 10.00 1100.00 5.19 210.00 1 41997.39 85 84+184+85 10.00 1100.00 5.19 210.00 1 21499.19 86 86 5.40 853.75 0.93 320.00 1 20787.43 87 87 5.40 854.27 2.61 320.10 1 26864.85 88 88 10.00 700.00 6.20 110.00 1 13407.00 89 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 31073.97 92 92 5.40 1708.00 1.01 640.00 1 28468.53 93 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 28995.59 94 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 32919.97 95 95 15.00 10700.00 3.19 2055.00 1 111460.39 101 1+101 5.40 1708.00 1.01 640.00 1 19319.52 103 CIRCULAR 3.00 7.07 0.75 3.00 1 60.18 108 108 5.40 1708.00 1.01 640.00 1 10981.48 113 113+15 8.00 2696.00 1.64 1029.00 1 13179.55 116 116 8.00 1368.00 1.68 517.00 1 5152.27 117 117 5.40 1708.00 1.01 640.00 1 22215.10 118 118 9.00 2859.00 1.93 1047.00 1 17070.94 120 street 5.00 641.99 1.79 240.00 1 6226.77 121 TRAPEZOIDAL 1.00 110.00 0.69 160.00 1 392.27 125 26+25+125 5.40 1788.00 1.15 656.00 1 33273.87 126 126 7.00 1416.00 2.45 526.00 1 13851.78 127 27 7.00 1416.00 2.45 526.00 1 12198.25 135 135 9.00 1870.00 1.54 650.00 1 17782.56 136 36+136 5.40 853.75 0.93 320.00 1 10383.70 137 CIRCULAR 2.50 4.91 0.63 2.50 1 85.64 138 138+838 10.40 1408.00 3.49 240.00 1 30112.87 139 139 8.00 1715.00 2.70 630.00 1 7772.92 Page 19 100yr Canal Importation Hydrology Update.txt 140 140 7.00 3320.00 2.20 1120.00 1 27915.45 141 141 9.00 2205.00 3.65 615.00 1 14714.26 142 142 11.00 2776.00 2.21 734.00 1 16824.27 148 CIRCULAR 2.00 3.14 0.50 2.00 1 25.29 149 48+47+149 5.40 1708.00 1.01 640.00 1 19103.61 151 38+56+151 5.40 1708.00 1.01 640.00 1 19619.13 152 TRAPEZOIDAL 5.00 1300.00 2.55 510.00 1 50977.59 153 153 17.00 8540.00 4.03 1160.00 1 112393.06 155 155+57+64+56 5.40 853.75 0.93 320.00 1 10144.85 158 TRAPEZOIDAL 4.00 480.00 2.09 230.00 1 3841.13 159 159 9.00 2189.00 1.76 792.00 1 10232.28 16_overflow 115+16 5.00 2575.00 2.53 1015.00 1 22715.57 16_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 28.43 167_overflow TRIANGULAR 5.00 500.00 2.50 200.00 1 5044.37 167_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 29.21 171 171 10.00 634.00 2.61 158.00 1 3855.00 172 172+73 9.00 486.00 2.40 138.00 1 2902.30 176 176 9.00 3293.00 3.23 952.00 1 23185.64 18_overflow 18 5.00 2575.00 2.53 1015.00 1 12470.85 18_pipe CIRCULAR 2.00 3.14 0.50 2.00 1 23.85 181 81+181 15.00 11250.00 3.54 2100.00 1 180246.29 183 183 5.00 250.00 3.08 80.00 1 4072.52 184 84+184+85 10.00 1100.00 5.19 210.00 1 25023.27 187 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 37402.58 188_overflow 188 7.00 1225.00 3.42 350.00 1 36936.11 188_pipe CIRCULAR 5.00 19.63 1.25 5.00 1 338.29 189 89+189+94+93+187 5.40 1708.00 1.01 640.00 1 24269.79 190 CIRCULAR 5.25 21.65 1.31 5.25 1 382.98 191_overflow TRIANGULAR 5.00 100.00 2.43 40.00 1 378.00 191_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 50.25 2_overflow 2+102+3+103 5.00 1250.00 2.49 500.00 1 22273.27 2_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 69.67 220-322 RECT_CLOSED 3.50 31.50 1.26 9.00 2 3829.51 24-Skyline_Plum_Overflow_A street 5.00 641.99 1.79 240.00 1 17618.92 24-Skyline_Plum_Overflow_B street 5.00 641.99 1.79 240.00 1 17618.92 278 CIRCULAR 3.50 9.62 0.88 3.50 1 282.78 278_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 28_overflow TRIANGULAR 5.00 2500.00 2.50 1000.00 1 12844.39 28_pipe CIRCULAR 2.50 4.91 0.63 2.50 1 41.52 283 CIRCULAR 7.00 38.48 1.75 7.00 1 250.30 285 CIRCULAR 8.50 56.75 2.13 8.50 1 550.44 287 TRAPEZOIDAL 1.00 60.00 0.86 70.00 1 318.51 288 TRAPEZOIDAL 1.00 30.00 0.75 40.00 1 184.71 290_to_290_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 3_overflow 2+102+3+103 5.00 1250.00 2.49 500.00 1 21414.36 3_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 66.98 301-302dummy street 5.00 641.99 1.79 240.00 1 33829.15 302-395dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 303 CIRCULAR 1.45 1.65 0.36 1.45 1 9.60 303-300dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 326dummyNorth DUMMY 0.00 0.00 0.00 0.00 1 0.00 326dummyWest DUMMY 0.00 0.00 0.00 0.00 1 0.00 390dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 Page 20 100yr Canal Importation Hydrology Update.txt 396dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 414_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 418 TRAPEZOIDAL 0.50 101.00 0.49 204.00 1 1040.49 421_to_621_dummy street 5.00 641.99 1.79 240.00 1 8806.15 422_to_622_dummy street 5.00 641.99 1.79 240.00 1 77262.30 423 TRAPEZOIDAL 3.00 48.00 1.67 28.00 1 194.65 424 TRAPEZOIDAL 3.00 600.00 1.71 350.00 1 10589.96 428 TRIANGULAR 5.00 1250.00 2.50 500.00 1 4211.10 433 TRAPEZOIDAL 5.00 125.00 2.70 45.00 1 797.86 434_to_534_dummy TRAPEZOIDAL 10.00 2000.00 6.64 300.00 1 442849.61 436_to_636_dummy street 5.00 641.99 1.79 240.00 1 27916.86 438_to_138_dummy street 5.00 641.99 1.79 240.00 1 44745.82 442_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 469 TRAPEZOIDAL 2.00 36.00 1.27 28.00 1 143.37 506 street 5.00 641.99 1.79 240.00 1 6868.81 507 street 5.00 641.99 1.79 240.00 1 6134.76 508 street 5.00 641.99 1.79 240.00 1 12967.49 513 TRAPEZOIDAL 1.00 110.00 0.69 160.00 1 551.31 519 TRAPEZOIDAL 3.00 600.00 1.71 350.00 1 5160.20 520 TRAPEZOIDAL 3.00 600.00 1.71 350.00 1 14210.99 521 CIRCULAR 1.00 0.79 0.25 1.00 1 4.63 522 CIRCULAR 0.55 0.24 0.14 0.55 1 2.98 523a street 5.00 641.99 1.79 240.00 1 8844.69 523b street 5.00 641.99 1.79 240.00 1 8249.64 529 529+520 5.40 1758.00 1.10 650.00 1 23163.57 530 TRAPEZOIDAL 3.00 600.00 1.71 350.00 1 11566.42 533a street 5.00 641.99 1.79 240.00 1 9001.17 533b street 5.00 641.99 1.79 240.00 1 9084.37 536 CIRCULAR 0.60 0.28 0.15 0.60 1 2.81 538 CIRCULAR 1.10 0.95 0.28 1.10 1 18.93 539 CIRCULAR 3.00 7.07 0.75 3.00 1 81.19 540 street 5.00 641.99 1.79 240.00 1 7250.77 543 CIRCULAR 2.50 4.91 0.63 2.50 1 29.04 543_US street 5.00 641.99 1.79 240.00 1 12454.71 549 TRAPEZOIDAL 2.00 36.00 1.27 28.00 1 99.08 550 street 5.00 641.99 1.79 240.00 1 13636.37 559 street 5.00 641.99 1.79 240.00 1 11277.85 560 street 5.00 641.99 1.79 240.00 1 17560.35 563 street 5.00 641.99 1.79 240.00 1 8806.15 569 CIRCULAR 1.00 0.79 0.25 1.00 1 3.22 569_A street 5.00 641.99 1.79 240.00 1 12075.15 569B_1 CIRCULAR 1.00 0.79 0.25 1.00 1 2.11 569B_2 street 5.00 641.99 1.79 240.00 1 5209.68 570 street 5.00 641.99 1.79 240.00 1 19821.15 573 street 5.00 641.99 1.79 240.00 1 8806.15 577a street 5.00 641.99 1.79 240.00 1 10549.12 577b street 5.00 641.99 1.79 240.00 1 10340.02 579 street 5.00 641.99 1.79 240.00 1 8871.96 580 street 5.00 641.99 1.79 240.00 1 10370.08 583 street 5.00 641.99 1.79 240.00 1 7378.39 587a street 5.00 641.99 1.79 240.00 1 11909.82 587b street 5.00 641.99 1.79 240.00 1 12096.55 589 street 5.00 641.99 1.79 240.00 1 11167.25 Page 21 100yr Canal Importation Hydrology Update.txt 593 street 5.00 641.99 1.79 240.00 1 13644.06 597 street 5.00 641.99 1.79 240.00 1 11507.22 598 street 5.00 641.99 1.79 240.00 1 17706.93 634_outfall CIRCULAR 0.75 0.44 0.19 0.75 1 30.90 709 CIRCULAR 8.40 55.42 2.10 8.40 1 1499.56 711 CIRCULAR 5.50 23.76 1.38 5.50 1 426.71 712 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 15381.64 713 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 8390.27 714 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 8450.86 715 715 5.50 2607.50 0.46 1020.00 1 10677.51 719_dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 719_overflow TRAPEZOIDAL 10.00 500.00 5.41 90.00 1 11479.94 719_pipe CIRCULAR 3.00 7.07 0.75 3.00 1 39.80 720 76+74+75+720 5.40 1708.00 1.01 640.00 1 13078.83 721 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 6004.68 722 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 14215.33 733 733 5.40 1708.00 1.01 640.00 1 12663.51 821 721+821+722+712+714+713 5.70 937.53 1.22 335.10 1 6773.37 822 822 5.70 1874.50 1.31 670.00 1 17020.57 838 138+838 10.40 1408.00 3.49 240.00 1 31582.81 859_to_304 DUMMY 0.00 0.00 0.00 0.00 1 0.00 863-879dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 873 CIRCULAR 8.00 50.27 2.00 8.00 1 397.12 878 TRAPEZOIDAL 4.00 680.00 2.06 330.00 1 5225.98 879-990dummy DUMMY 0.00 0.00 0.00 0.00 1 0.00 944 CIRCULAR 6.00 28.27 1.50 6.00 1 1252.68 945 CIRCULAR 6.80 36.32 1.70 6.80 1 159.76 A01_to_RedFoxPond DUMMY 0.00 0.00 0.00 0.00 1 0.00 A02 RECT_CLOSED 5.00 50.00 1.67 10.00 1 284.04 A03 CIRCULAR 8.50 56.75 2.13 8.50 1 237.06 A04 CIRCULAR 8.50 56.75 2.13 8.50 1 392.71 A05 CIRCULAR 8.50 56.75 2.13 8.50 1 506.37 A06 CIRCULAR 8.50 56.75 2.13 8.50 1 555.71 A07 CIRCULAR 8.50 56.75 2.13 8.50 1 464.04 A08 CIRCULAR 8.50 56.75 2.13 8.50 1 382.97 A09 CIRCULAR 8.50 56.75 2.13 8.50 1 437.69 A10 CIRCULAR 8.50 56.75 2.13 8.50 1 179.94 A11 CIRCULAR 8.50 56.75 2.13 8.50 1 403.00 A12 CIRCULAR 8.50 56.75 2.13 8.50 1 602.59 A14 CIRCULAR 8.00 50.27 2.00 8.00 1 415.60 A15 CIRCULAR 8.00 50.27 2.00 8.00 1 402.85 A16a CIRCULAR 8.00 50.27 2.00 8.00 1 458.09 A18 CIRCULAR 7.00 38.48 1.75 7.00 1 275.18 A20 CIRCULAR 7.00 38.48 1.75 7.00 1 270.03 A21 CIRCULAR 7.00 38.48 1.75 7.00 1 314.65 A22 CIRCULAR 7.00 38.48 1.75 7.00 1 292.08 A23 CIRCULAR 6.50 33.18 1.63 6.50 1 241.33 A26 RECT_CLOSED 4.00 36.00 1.38 9.00 1 219.41 A27 CIRCULAR 6.50 33.18 1.63 6.50 1 254.60 A28 CIRCULAR 6.50 33.18 1.63 6.50 1 204.54 A28-850 TRAPEZOIDAL 2.50 31.25 1.35 22.50 1 142.95 A29 RECT_CLOSED 4.00 36.00 1.38 9.00 1 298.98 A30 CIRCULAR 2.50 4.91 0.63 2.50 1 38.48 Page 22 100yr Canal Importation Hydrology Update.txt A31 CIRCULAR 2.50 4.91 0.63 2.50 1 37.42 Avery_LowFlow_1 CIRCULAR 1.25 1.23 0.31 1.25 1 1.82 Avery_LowFlow_3 CIRCULAR 1.25 1.23 0.31 1.25 1 4.74 B2 HORIZ_ELLIPSE 2.83 10.19 0.87 4.42 1 70.42 Basin_423_outflow TRAPEZOIDAL 5.00 125.00 2.70 45.00 1 797.86 C3 CIRCULAR 6.50 33.18 1.63 6.50 1 257.58 C4 CIRCULAR 6.50 33.18 1.63 6.50 1 223.43 C8 CIRCULAR 1.25 1.23 0.31 1.25 1 4.58 GC_2 HORIZ_ELLIPSE 2.00 5.08 0.61 3.17 2 26.67 GC_3 RECT_OPEN 9.00 45.00 1.96 5.00 1 508.15 GC_4 TRAPEZOIDAL 2.50 31.25 1.35 22.50 1 102.60 IB-1b street 5.00 641.99 1.79 240.00 1 4436.71 IBa CIRCULAR 1.00 0.79 0.25 1.00 1 5.81 L10 CIRCULAR 2.50 4.91 0.63 2.50 1 82.26 L11 CIRCULAR 5.00 19.63 1.25 5.00 1 616.66 L12-1 CIRCULAR 2.50 4.91 0.63 2.50 1 55.18 L12-2 CIRCULAR 2.00 3.14 0.50 2.00 1 10.13 L13 CIRCULAR 2.50 4.91 0.63 2.50 1 187.44 L17 CIRCULAR 4.00 12.57 1.00 4.00 1 346.00 L17-1 CIRCULAR 4.00 12.57 1.00 4.00 1 64.26 L2 CIRCULAR 2.50 4.91 0.63 2.50 1 56.04 L2-1 CIRCULAR 2.50 4.91 0.63 2.50 1 58.38 L3 CIRCULAR 2.00 3.14 0.50 2.00 1 52.13 L3-1 CIRCULAR 2.00 3.14 0.50 2.00 1 46.22 L4 CIRCULAR 4.00 12.57 1.00 4.00 1 231.80 L5 CIRCULAR 2.00 3.14 0.50 2.00 1 36.07 L6-1 CIRCULAR 3.50 9.62 0.88 3.50 1 169.85 L6-2 CIRCULAR 3.50 9.62 0.88 3.50 1 44.78 L6-3 CIRCULAR 2.00 3.14 0.50 2.00 1 52.14 L6-4 CIRCULAR 3.00 7.07 0.75 3.00 1 80.73 L7-1 CIRCULAR 2.50 4.91 0.63 2.50 1 77.42 L7-2 CIRCULAR 2.00 3.14 0.50 2.00 1 80.84 L8 CIRCULAR 2.50 4.91 0.63 2.50 1 68.17 PP_1 CIRCULAR 4.00 12.57 1.00 4.00 1 483.83 PP_2 CIRCULAR 4.00 12.57 1.00 4.00 1 4.87 PP_3 CIRCULAR 4.00 12.57 1.00 4.00 1 2.02 PP_4 CIRCULAR 2.25 3.98 0.56 2.25 1 11.61 PP_4_overflow street 5.00 641.99 1.79 240.00 1 3300.51 U-1 CIRCULAR 3.50 9.62 0.88 3.50 1 52.16 U-2 CIRCULAR 3.50 9.62 0.88 3.50 1 95.76 U-3 CIRCULAR 3.50 9.62 0.88 3.50 1 58.44 **************** Transect Summary **************** Transect 153 Area: 0.0001 0.0003 0.0006 0.0011 0.0017 0.0024 0.0033 0.0043 0.0055 0.0068 0.0082 0.0097 0.0114 0.0133 0.0152 Page 23 100yr Canal Importation Hydrology Update.txt 0.0173 0.0196 0.0221 0.0263 0.0327 0.0413 0.0520 0.0649 0.0800 0.0972 0.1166 0.1381 0.1619 0.1878 0.2158 0.2461 0.2784 0.3127 0.3477 0.3834 0.4198 0.4568 0.4945 0.5329 0.5720 0.6118 0.6522 0.6933 0.7351 0.7775 0.8207 0.8645 0.9090 0.9542 1.0000 Hrad: 0.0412 0.0825 0.1237 0.1649 0.2062 0.2474 0.2887 0.3299 0.3711 0.4124 0.4536 0.4948 0.5361 0.5773 0.6186 0.6598 0.7010 0.7502 0.7551 0.7106 0.6542 0.6034 0.5637 0.5348 0.5150 0.5026 0.4958 0.4934 0.4945 0.4983 0.5043 0.5120 0.5297 0.5538 0.5793 0.6058 0.6329 0.6606 0.6885 0.7167 0.7451 0.7735 0.8020 0.8304 0.8589 0.8873 0.9156 0.9438 0.9720 1.0000 Width: 0.0029 0.0059 0.0088 0.0117 0.0147 0.0176 0.0205 0.0234 0.0264 0.0293 0.0322 0.0352 0.0381 0.0410 0.0440 0.0469 0.0498 0.0683 0.1152 0.1621 0.2090 0.2559 0.3028 0.3497 0.3966 0.4434 0.4903 0.5372 0.5841 0.6310 0.6779 0.7248 0.7509 0.7655 0.7802 0.7948 0.8095 0.8241 0.8388 0.8534 0.8681 0.8828 0.8974 0.9121 0.9267 0.9414 0.9560 0.9707 0.9853 1.0000 Transect 54 Area: 0.0001 0.0003 0.0008 0.0013 0.0021 0.0030 0.0041 0.0054 0.0068 0.0084 0.0102 0.0121 0.0142 0.0164 0.0189 0.0215 0.0242 0.0273 0.0317 0.0377 0.0455 0.0549 0.0660 0.0788 0.0933 0.1094 0.1272 0.1467 0.1679 0.1907 0.2152 0.2414 0.2693 0.2989 0.3301 0.3630 0.3976 0.4339 0.4718 0.5115 0.5528 0.5958 0.6404 0.6867 0.7348 0.7845 0.8358 0.8889 0.9436 1.0000 Hrad: 0.0480 0.0959 0.1439 0.1918 0.2398 0.2877 0.3357 0.3836 0.4316 0.4795 0.5275 0.5755 0.6234 0.6714 0.7193 0.7673 0.8152 0.8753 0.9126 0.9048 0.8756 0.8406 0.8077 0.7801 0.7586 0.7430 0.7325 0.7265 0.7242 0.7250 0.7285 0.7342 0.7417 0.7508 0.7613 0.7729 0.7855 0.7990 0.8132 0.8281 0.8435 0.8595 0.8759 0.8927 0.9099 0.9274 0.9452 0.9632 0.9815 1.0000 Page 24 100yr Canal Importation Hydrology Update.txt Width: 0.0029 0.0059 0.0088 0.0117 0.0147 0.0176 0.0205 0.0234 0.0264 0.0293 0.0322 0.0352 0.0381 0.0410 0.0440 0.0469 0.0498 0.0621 0.0914 0.1207 0.1500 0.1793 0.2086 0.2379 0.2672 0.2966 0.3259 0.3552 0.3845 0.4138 0.4431 0.4724 0.5017 0.5310 0.5603 0.5897 0.6190 0.6483 0.6776 0.7069 0.7362 0.7655 0.7948 0.8241 0.8534 0.8828 0.9121 0.9414 0.9707 1.0000 Transect 126 Area: 0.0010 0.0022 0.0035 0.0048 0.0063 0.0079 0.0096 0.0115 0.0134 0.0154 0.0176 0.0198 0.0222 0.0247 0.0276 0.0319 0.0375 0.0445 0.0529 0.0627 0.0739 0.0864 0.1004 0.1157 0.1324 0.1505 0.1700 0.1908 0.2131 0.2367 0.2617 0.2881 0.3159 0.3451 0.3756 0.4076 0.4409 0.4756 0.5117 0.5492 0.5880 0.6282 0.6699 0.7129 0.7573 0.8031 0.8502 0.8988 0.9487 1.0000 Hrad: 0.0539 0.1029 0.1483 0.1908 0.2312 0.2698 0.3070 0.3431 0.3782 0.4125 0.4461 0.4792 0.5117 0.5439 0.5826 0.5971 0.5930 0.5813 0.5687 0.5583 0.5514 0.5482 0.5485 0.5518 0.5577 0.5658 0.5758 0.5874 0.6004 0.6145 0.6295 0.6454 0.6620 0.6793 0.6971 0.7154 0.7340 0.7531 0.7725 0.7922 0.8121 0.8323 0.8527 0.8733 0.8941 0.9150 0.9361 0.9573 0.9786 1.0000 Width: 0.0211 0.0233 0.0254 0.0275 0.0297 0.0318 0.0339 0.0360 0.0382 0.0403 0.0424 0.0446 0.0467 0.0488 0.0684 0.0951 0.1217 0.1483 0.1749 0.2015 0.2281 0.2548 0.2814 0.3080 0.3346 0.3612 0.3878 0.4144 0.4411 0.4677 0.4943 0.5209 0.5475 0.5741 0.6008 0.6274 0.6540 0.6806 0.7072 0.7338 0.7605 0.7871 0.8137 0.8403 0.8669 0.8935 0.9202 0.9468 0.9734 1.0000 Transect 27 Area: 0.0010 0.0022 0.0035 0.0048 0.0063 0.0079 0.0096 0.0115 0.0134 0.0154 0.0176 0.0198 0.0222 0.0247 0.0276 0.0319 0.0375 0.0445 0.0529 0.0627 Page 25 100yr Canal Importation Hydrology Update.txt 0.0739 0.0864 0.1004 0.1157 0.1324 0.1505 0.1700 0.1908 0.2131 0.2367 0.2617 0.2881 0.3159 0.3451 0.3756 0.4076 0.4409 0.4756 0.5117 0.5492 0.5880 0.6282 0.6699 0.7129 0.7573 0.8031 0.8502 0.8988 0.9487 1.0000 Hrad: 0.0539 0.1029 0.1483 0.1908 0.2312 0.2698 0.3070 0.3431 0.3782 0.4125 0.4461 0.4792 0.5117 0.5439 0.5826 0.5971 0.5930 0.5813 0.5687 0.5583 0.5514 0.5482 0.5485 0.5518 0.5577 0.5658 0.5758 0.5874 0.6004 0.6145 0.6295 0.6454 0.6620 0.6793 0.6971 0.7154 0.7340 0.7531 0.7725 0.7922 0.8121 0.8323 0.8527 0.8733 0.8941 0.9150 0.9361 0.9573 0.9786 1.0000 Width: 0.0211 0.0233 0.0254 0.0275 0.0297 0.0318 0.0339 0.0360 0.0382 0.0403 0.0424 0.0446 0.0467 0.0488 0.0684 0.0951 0.1217 0.1483 0.1749 0.2015 0.2281 0.2548 0.2814 0.3080 0.3346 0.3612 0.3878 0.4144 0.4411 0.4677 0.4943 0.5209 0.5475 0.5741 0.6008 0.6274 0.6540 0.6806 0.7072 0.7338 0.7605 0.7871 0.8137 0.8403 0.8669 0.8935 0.9202 0.9468 0.9734 1.0000 Transect 32 Area: 0.0003 0.0013 0.0029 0.0055 0.0095 0.0143 0.0199 0.0262 0.0334 0.0413 0.0500 0.0595 0.0697 0.0808 0.0926 0.1052 0.1186 0.1328 0.1478 0.1635 0.1801 0.1974 0.2155 0.2344 0.2540 0.2745 0.2957 0.3177 0.3405 0.3641 0.3884 0.4136 0.4395 0.4662 0.4937 0.5220 0.5510 0.5809 0.6115 0.6429 0.6751 0.7081 0.7418 0.7763 0.8117 0.8478 0.8847 0.9223 0.9608 1.0000 Hrad: 0.0469 0.0939 0.1408 0.1507 0.2247 0.2817 0.3273 0.3652 0.3974 0.4257 0.4508 0.4737 0.4947 0.5143 0.5327 0.5502 0.5670 0.5831 0.5987 0.6138 0.6286 0.6430 0.6572 0.6711 0.6849 0.6984 0.7118 0.7251 0.7382 0.7512 0.7641 0.7770 0.7897 0.8024 0.8151 0.8277 0.8402 0.8527 0.8651 0.8775 0.8899 0.9022 0.9145 0.9268 0.9390 0.9513 0.9635 0.9757 0.9878 1.0000 Width: Page 26 100yr Canal Importation Hydrology Update.txt 0.0165 0.0329 0.0494 0.0912 0.1110 0.1307 0.1505 0.1702 0.1900 0.2098 0.2295 0.2493 0.2690 0.2888 0.3085 0.3283 0.3480 0.3678 0.3876 0.4073 0.4271 0.4468 0.4666 0.4863 0.5061 0.5259 0.5456 0.5654 0.5851 0.6049 0.6246 0.6444 0.6641 0.6839 0.7037 0.7234 0.7432 0.7629 0.7827 0.8024 0.8222 0.8420 0.8617 0.8815 0.9012 0.9210 0.9407 0.9605 0.9802 1.0000 Transect 29 Area: 0.0000 0.0002 0.0004 0.0007 0.0011 0.0016 0.0022 0.0028 0.0036 0.0044 0.0054 0.0064 0.0075 0.0087 0.0104 0.0134 0.0180 0.0240 0.0315 0.0405 0.0510 0.0630 0.0764 0.0914 0.1078 0.1257 0.1451 0.1659 0.1883 0.2121 0.2374 0.2642 0.2925 0.3222 0.3535 0.3862 0.4204 0.4561 0.4933 0.5319 0.5721 0.6137 0.6568 0.7014 0.7474 0.7950 0.8440 0.8945 0.9465 1.0000 Hrad: 0.0431 0.0861 0.1292 0.1723 0.2154 0.2584 0.3015 0.3446 0.3876 0.4307 0.4738 0.5169 0.5599 0.6030 0.6433 0.6100 0.5540 0.5070 0.4753 0.4570 0.4487 0.4477 0.4521 0.4605 0.4718 0.4854 0.5007 0.5174 0.5352 0.5539 0.5734 0.5934 0.6140 0.6350 0.6564 0.6781 0.7001 0.7223 0.7447 0.7673 0.7901 0.8130 0.8360 0.8592 0.8824 0.9058 0.9292 0.9528 0.9763 1.0000 Width: 0.0016 0.0033 0.0049 0.0066 0.0082 0.0098 0.0115 0.0131 0.0148 0.0164 0.0180 0.0197 0.0213 0.0230 0.0430 0.0703 0.0977 0.1250 0.1523 0.1797 0.2070 0.2344 0.2617 0.2891 0.3164 0.3438 0.3711 0.3984 0.4258 0.4531 0.4805 0.5078 0.5352 0.5625 0.5898 0.6172 0.6445 0.6719 0.6992 0.7266 0.7539 0.7813 0.8086 0.8359 0.8633 0.8906 0.9180 0.9453 0.9727 1.0000 Transect 26+25+125 Area: 0.0003 0.0013 0.0029 0.0055 0.0095 0.0143 0.0199 0.0262 0.0334 0.0413 0.0500 0.0595 0.0697 0.0808 0.0926 0.1052 0.1186 0.1328 0.1478 0.1635 0.1801 0.1974 0.2155 0.2344 0.2540 Page 27 100yr Canal Importation Hydrology Update.txt 0.2745 0.2957 0.3177 0.3405 0.3641 0.3884 0.4136 0.4395 0.4662 0.4937 0.5220 0.5510 0.5809 0.6115 0.6429 0.6751 0.7081 0.7418 0.7763 0.8117 0.8478 0.8847 0.9223 0.9608 1.0000 Hrad: 0.0469 0.0939 0.1408 0.1507 0.2247 0.2817 0.3273 0.3652 0.3974 0.4257 0.4508 0.4737 0.4947 0.5143 0.5327 0.5502 0.5670 0.5831 0.5987 0.6138 0.6286 0.6430 0.6572 0.6711 0.6849 0.6984 0.7118 0.7251 0.7382 0.7512 0.7641 0.7770 0.7897 0.8024 0.8151 0.8277 0.8402 0.8527 0.8651 0.8775 0.8899 0.9022 0.9145 0.9268 0.9390 0.9513 0.9635 0.9757 0.9878 1.0000 Width: 0.0165 0.0329 0.0494 0.0912 0.1110 0.1307 0.1505 0.1702 0.1900 0.2098 0.2295 0.2493 0.2690 0.2888 0.3085 0.3283 0.3480 0.3678 0.3876 0.4073 0.4271 0.4468 0.4666 0.4863 0.5061 0.5259 0.5456 0.5654 0.5851 0.6049 0.6246 0.6444 0.6641 0.6839 0.7037 0.7234 0.7432 0.7629 0.7827 0.8024 0.8222 0.8420 0.8617 0.8815 0.9012 0.9210 0.9407 0.9605 0.9802 1.0000 Transect 135 Area: 0.0010 0.0023 0.0037 0.0052 0.0070 0.0089 0.0110 0.0132 0.0157 0.0183 0.0211 0.0240 0.0272 0.0305 0.0339 0.0376 0.0414 0.0454 0.0496 0.0539 0.0584 0.0631 0.0685 0.0760 0.0856 0.0972 0.1109 0.1267 0.1445 0.1645 0.1865 0.2106 0.2368 0.2651 0.2954 0.3278 0.3623 0.3989 0.4376 0.4783 0.5211 0.5660 0.6130 0.6620 0.7132 0.7664 0.8217 0.8790 0.9385 1.0000 Hrad: 0.1075 0.2016 0.2869 0.3663 0.4414 0.5134 0.5831 0.6508 0.7172 0.7823 0.8465 0.9099 0.9727 1.0349 1.0965 1.1578 1.2187 1.2793 1.3397 1.3997 1.4596 1.5193 1.6005 1.6322 1.6172 1.5728 1.5131 1.4481 1.3839 1.3239 1.2697 1.2217 1.1799 1.1440 1.1133 1.0873 1.0656 1.0475 1.0326 1.0206 1.0111 1.0039 0.9985 0.9949 0.9928 0.9921 0.9925 0.9941 0.9966 1.0000 Width: 0.0182 0.0209 0.0237 0.0265 0.0292 Page 28 100yr Canal Importation Hydrology Update.txt 0.0320 0.0348 0.0375 0.0403 0.0431 0.0458 0.0486 0.0514 0.0542 0.0569 0.0597 0.0625 0.0652 0.0680 0.0708 0.0735 0.0763 0.1028 0.1360 0.1692 0.2025 0.2357 0.2689 0.3022 0.3354 0.3686 0.4018 0.4351 0.4683 0.5015 0.5348 0.5680 0.6012 0.6345 0.6677 0.7009 0.7342 0.7674 0.8006 0.8338 0.8671 0.9003 0.9335 0.9668 1.0000 Transect 40 Area: 0.0068 0.0137 0.0207 0.0278 0.0350 0.0423 0.0497 0.0571 0.0647 0.0724 0.0801 0.0880 0.0959 0.1040 0.1123 0.1216 0.1318 0.1430 0.1551 0.1681 0.1821 0.1971 0.2130 0.2298 0.2476 0.2663 0.2860 0.3066 0.3282 0.3507 0.3742 0.3986 0.4240 0.4503 0.4775 0.5057 0.5349 0.5650 0.5960 0.6280 0.6610 0.6948 0.7297 0.7654 0.8022 0.8398 0.8785 0.9180 0.9585 1.0000 Hrad: 0.0466 0.0925 0.1379 0.1826 0.2267 0.2703 0.3133 0.3559 0.3979 0.4395 0.4806 0.5212 0.5615 0.6013 0.6441 0.6820 0.7137 0.7402 0.7623 0.7807 0.7962 0.8094 0.8207 0.8305 0.8391 0.8469 0.8540 0.8607 0.8669 0.8730 0.8788 0.8846 0.8903 0.8961 0.9018 0.9077 0.9136 0.9195 0.9256 0.9318 0.9382 0.9446 0.9511 0.9578 0.9645 0.9714 0.9784 0.9855 0.9927 1.0000 Width: 0.1635 0.1658 0.1681 0.1703 0.1726 0.1748 0.1771 0.1794 0.1816 0.1839 0.1861 0.1884 0.1906 0.1929 0.2097 0.2323 0.2548 0.2774 0.3000 0.3226 0.3452 0.3677 0.3903 0.4129 0.4355 0.4581 0.4806 0.5032 0.5258 0.5484 0.5710 0.5935 0.6161 0.6387 0.6613 0.6839 0.7065 0.7290 0.7516 0.7742 0.7968 0.8194 0.8419 0.8645 0.8871 0.9097 0.9323 0.9548 0.9774 1.0000 Transect 140 Area: 0.0042 0.0086 0.0129 0.0173 0.0218 0.0264 0.0310 0.0356 0.0403 0.0451 0.0500 0.0549 0.0598 0.0648 0.0702 0.0767 0.0843 0.0932 0.1032 0.1145 0.1269 0.1404 0.1552 0.1711 0.1883 0.2066 0.2260 0.2467 0.2685 0.2916 Page 29 100yr Canal Importation Hydrology Update.txt 0.3158 0.3412 0.3677 0.3955 0.4244 0.4545 0.4858 0.5183 0.5519 0.5867 0.6228 0.6600 0.6983 0.7379 0.7786 0.8205 0.8636 0.9079 0.9534 1.0000 Hrad: 0.0629 0.1249 0.1861 0.2464 0.3060 0.3648 0.4229 0.4804 0.5371 0.5932 0.6487 0.7036 0.7579 0.8117 0.8667 0.9064 0.9307 0.9434 0.9478 0.9466 0.9421 0.9356 0.9284 0.9212 0.9144 0.9084 0.9034 0.8993 0.8964 0.8944 0.8935 0.8935 0.8944 0.8962 0.8987 0.9020 0.9060 0.9105 0.9157 0.9214 0.9276 0.9342 0.9412 0.9487 0.9565 0.9646 0.9730 0.9818 0.9908 1.0000 Width: 0.0905 0.0918 0.0930 0.0943 0.0955 0.0968 0.0980 0.0993 0.1005 0.1018 0.1030 0.1043 0.1055 0.1068 0.1250 0.1500 0.1750 0.2000 0.2250 0.2500 0.2750 0.3000 0.3250 0.3500 0.3750 0.4000 0.4250 0.4500 0.4750 0.5000 0.5250 0.5500 0.5750 0.6000 0.6250 0.6500 0.6750 0.7000 0.7250 0.7500 0.7750 0.8000 0.8250 0.8500 0.8750 0.9000 0.9250 0.9500 0.9750 1.0000 Transect 141 Area: 0.0062 0.0125 0.0190 0.0257 0.0324 0.0394 0.0465 0.0537 0.0611 0.0686 0.0762 0.0840 0.0920 0.1001 0.1084 0.1168 0.1253 0.1340 0.1428 0.1518 0.1610 0.1703 0.1801 0.1913 0.2041 0.2183 0.2340 0.2511 0.2697 0.2898 0.3113 0.3344 0.3589 0.3848 0.4122 0.4411 0.4715 0.5033 0.5367 0.5714 0.6077 0.6454 0.6846 0.7252 0.7673 0.8109 0.8560 0.9025 0.9505 1.0000 Hrad: 0.0485 0.0959 0.1422 0.1875 0.2319 0.2755 0.3182 0.3601 0.4014 0.4419 0.4819 0.5212 0.5599 0.5982 0.6359 0.6731 0.7099 0.7463 0.7822 0.8178 0.8529 0.8878 0.9301 0.9657 0.9924 1.0115 1.0245 1.0325 1.0367 1.0379 1.0369 1.0345 1.0311 1.0271 1.0229 1.0186 1.0144 1.0106 1.0071 1.0040 1.0014 0.9993 0.9977 0.9966 0.9960 0.9959 0.9962 0.9970 0.9983 1.0000 Width: 0.1249 0.1278 0.1307 0.1337 0.1366 0.1395 0.1424 0.1454 0.1483 0.1512 Page 30 100yr Canal Importation Hydrology Update.txt 0.1541 0.1571 0.1600 0.1629 0.1659 0.1688 0.1717 0.1746 0.1776 0.1805 0.1834 0.1863 0.2098 0.2390 0.2683 0.2976 0.3268 0.3561 0.3854 0.4146 0.4439 0.4732 0.5024 0.5317 0.5610 0.5902 0.6195 0.6488 0.6780 0.7073 0.7366 0.7659 0.7951 0.8244 0.8537 0.8829 0.9122 0.9415 0.9707 1.0000 Transect 42 Area: 0.0075 0.0151 0.0228 0.0307 0.0387 0.0468 0.0551 0.0635 0.0721 0.0807 0.0895 0.0985 0.1076 0.1168 0.1261 0.1356 0.1452 0.1549 0.1648 0.1748 0.1850 0.1952 0.2060 0.2181 0.2315 0.2462 0.2623 0.2797 0.2984 0.3185 0.3399 0.3627 0.3867 0.4121 0.4389 0.4670 0.4964 0.5271 0.5592 0.5926 0.6273 0.6634 0.7008 0.7396 0.7796 0.8210 0.8638 0.9079 0.9533 1.0000 Hrad: 0.0470 0.0932 0.1386 0.1833 0.2272 0.2704 0.3130 0.3550 0.3964 0.4372 0.4775 0.5173 0.5566 0.5954 0.6337 0.6717 0.7092 0.7463 0.7831 0.8195 0.8556 0.8913 0.8529 0.8088 0.7775 0.7557 0.7412 0.7322 0.7278 0.7269 0.7290 0.7336 0.7403 0.7486 0.7585 0.7697 0.7819 0.7952 0.8092 0.8241 0.8396 0.8557 0.8724 0.8895 0.9070 0.9250 0.9433 0.9619 0.9808 1.0000 Width: 0.1591 0.1619 0.1647 0.1675 0.1703 0.1731 0.1759 0.1788 0.1816 0.1844 0.1872 0.1900 0.1928 0.1956 0.1984 0.2013 0.2041 0.2069 0.2097 0.2125 0.2153 0.2181 0.2406 0.2688 0.2969 0.3250 0.3531 0.3813 0.4094 0.4375 0.4656 0.4938 0.5219 0.5500 0.5781 0.6063 0.6344 0.6625 0.6906 0.7188 0.7469 0.7750 0.8031 0.8313 0.8594 0.8875 0.9156 0.9438 0.9719 1.0000 Transect 142 Area: 0.0008 0.0018 0.0028 0.0040 0.0053 0.0066 0.0081 0.0097 0.0114 0.0132 0.0150 0.0170 0.0191 0.0213 0.0237 0.0261 0.0286 0.0312 0.0345 0.0395 0.0462 0.0547 0.0649 0.0769 0.0906 0.1061 0.1232 0.1422 0.1629 0.1853 0.2095 0.2354 0.2630 0.2924 0.3236 Page 31 100yr Canal Importation Hydrology Update.txt 0.3565 0.3911 0.4275 0.4656 0.5055 0.5471 0.5904 0.6355 0.6824 0.7309 0.7813 0.8333 0.8871 0.9427 1.0000 Hrad: 0.0926 0.1752 0.2509 0.3214 0.3880 0.4517 0.5130 0.5724 0.6302 0.6868 0.7423 0.7970 0.8508 0.9040 0.9567 1.0088 1.0606 1.1119 1.1707 1.1689 1.1260 1.0665 1.0056 0.9508 0.9047 0.8678 0.8392 0.8178 0.8026 0.7925 0.7867 0.7844 0.7852 0.7885 0.7939 0.8011 0.8098 0.8199 0.8312 0.8434 0.8565 0.8703 0.8848 0.8999 0.9156 0.9317 0.9482 0.9652 0.9824 1.0000 Width: 0.0154 0.0172 0.0190 0.0208 0.0226 0.0244 0.0262 0.0280 0.0298 0.0316 0.0334 0.0352 0.0370 0.0388 0.0406 0.0424 0.0442 0.0460 0.0708 0.1008 0.1308 0.1608 0.1907 0.2207 0.2507 0.2807 0.3106 0.3406 0.3706 0.4005 0.4305 0.4605 0.4905 0.5204 0.5504 0.5804 0.6104 0.6403 0.6703 0.7003 0.7302 0.7602 0.7902 0.8202 0.8501 0.8801 0.9101 0.9401 0.9700 1.0000 Transect 43 Area: 0.0016 0.0033 0.0050 0.0068 0.0086 0.0104 0.0124 0.0143 0.0163 0.0184 0.0205 0.0227 0.0251 0.0286 0.0333 0.0394 0.0467 0.0552 0.0651 0.0762 0.0886 0.1022 0.1171 0.1333 0.1508 0.1695 0.1895 0.2108 0.2333 0.2571 0.2822 0.3086 0.3362 0.3651 0.3952 0.4267 0.4594 0.4933 0.5286 0.5651 0.6029 0.6419 0.6822 0.7238 0.7667 0.8108 0.8562 0.9029 0.9508 1.0000 Hrad: 0.0490 0.0962 0.1418 0.1859 0.2287 0.2703 0.3108 0.3503 0.3888 0.4265 0.4634 0.4996 0.4270 0.3394 0.3041 0.2915 0.2908 0.2971 0.3079 0.3217 0.3377 0.3553 0.3741 0.3938 0.4143 0.4353 0.4568 0.4787 0.5010 0.5235 0.5463 0.5692 0.5924 0.6157 0.6391 0.6627 0.6864 0.7101 0.7340 0.7579 0.7819 0.8059 0.8300 0.8542 0.8784 0.9026 0.9269 0.9513 0.9756 1.0000 Width: 0.0329 0.0339 0.0349 0.0359 0.0369 0.0380 0.0390 0.0400 0.0410 0.0420 0.0431 0.0441 0.0573 0.0828 0.1083 Page 32 100yr Canal Importation Hydrology Update.txt 0.1338 0.1592 0.1847 0.2102 0.2357 0.2611 0.2866 0.3121 0.3376 0.3631 0.3885 0.4140 0.4395 0.4650 0.4904 0.5159 0.5414 0.5669 0.5924 0.6178 0.6433 0.6688 0.6943 0.7197 0.7452 0.7707 0.7962 0.8217 0.8471 0.8726 0.8981 0.9236 0.9490 0.9745 1.0000 Transect 84+184+85 Area: 0.0022 0.0051 0.0087 0.0131 0.0182 0.0240 0.0305 0.0378 0.0458 0.0545 0.0640 0.0742 0.0851 0.0967 0.1091 0.1222 0.1360 0.1505 0.1658 0.1818 0.1985 0.2160 0.2342 0.2531 0.2727 0.2931 0.3142 0.3360 0.3585 0.3818 0.4058 0.4305 0.4560 0.4822 0.5091 0.5367 0.5651 0.5942 0.6240 0.6545 0.6858 0.7178 0.7505 0.7840 0.8182 0.8531 0.8887 0.9251 0.9622 1.0000 Hrad: 0.0328 0.0595 0.0835 0.1059 0.1275 0.1484 0.1690 0.1893 0.2093 0.2293 0.2491 0.2688 0.2884 0.3079 0.3274 0.3469 0.3663 0.3857 0.4050 0.4244 0.4437 0.4630 0.4823 0.5015 0.5208 0.5400 0.5592 0.5785 0.5977 0.6169 0.6361 0.6553 0.6744 0.6936 0.7128 0.7320 0.7511 0.7703 0.7894 0.8086 0.8278 0.8469 0.8660 0.8852 0.9043 0.9235 0.9426 0.9617 0.9809 1.0000 Width: 0.0667 0.0857 0.1048 0.1238 0.1429 0.1619 0.1810 0.2000 0.2190 0.2381 0.2571 0.2762 0.2952 0.3143 0.3333 0.3524 0.3714 0.3905 0.4095 0.4286 0.4476 0.4667 0.4857 0.5048 0.5238 0.5429 0.5619 0.5810 0.6000 0.6190 0.6381 0.6571 0.6762 0.6952 0.7143 0.7333 0.7524 0.7714 0.7905 0.8095 0.8286 0.8476 0.8667 0.8857 0.9048 0.9238 0.9429 0.9619 0.9810 1.0000 Transect 188 Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 Page 33 100yr Canal Importation Hydrology Update.txt 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect 68 Area: 0.0003 0.0006 0.0010 0.0014 0.0019 0.0024 0.0030 0.0036 0.0042 0.0049 0.0057 0.0065 0.0073 0.0082 0.0095 0.0122 0.0165 0.0222 0.0295 0.0382 0.0485 0.0602 0.0735 0.0883 0.1045 0.1223 0.1416 0.1624 0.1846 0.2084 0.2337 0.2605 0.2888 0.3186 0.3499 0.3828 0.4171 0.4529 0.4902 0.5290 0.5694 0.6112 0.6545 0.6994 0.7457 0.7936 0.8429 0.8938 0.9461 1.0000 Hrad: 0.1023 0.1916 0.2725 0.3475 0.4183 0.4860 0.5513 0.6148 0.6768 0.7376 0.7974 0.8564 0.9148 0.9726 1.0055 0.9008 0.7664 0.6594 0.5866 0.5404 0.5129 0.4985 0.4931 0.4941 0.4998 0.5089 0.5207 0.5346 0.5500 0.5668 0.5846 0.6032 0.6225 0.6425 0.6629 0.6838 0.7050 0.7266 0.7484 0.7705 0.7928 0.8153 0.8379 0.8607 0.8837 0.9067 0.9299 0.9532 0.9766 1.0000 Width: 0.0057 0.0066 0.0074 0.0082 0.0090 0.0099 0.0107 0.0115 0.0124 0.0132 0.0140 0.0148 0.0157 0.0165 0.0364 0.0639 0.0914 0.1190 0.1465 0.1740 Page 34 100yr Canal Importation Hydrology Update.txt 0.2016 0.2291 0.2566 0.2842 0.3117 0.3392 0.3668 0.3943 0.4218 0.4494 0.4769 0.5044 0.5320 0.5595 0.5870 0.6146 0.6421 0.6696 0.6971 0.7247 0.7522 0.7797 0.8073 0.8348 0.8623 0.8899 0.9174 0.9449 0.9725 1.0000 Transect 171 Area: 0.0001 0.0005 0.0011 0.0020 0.0032 0.0045 0.0062 0.0081 0.0102 0.0126 0.0153 0.0182 0.0213 0.0247 0.0284 0.0347 0.0423 0.0511 0.0612 0.0726 0.0852 0.0991 0.1142 0.1306 0.1483 0.1672 0.1874 0.2088 0.2315 0.2555 0.2808 0.3073 0.3350 0.3640 0.3943 0.4259 0.4587 0.4927 0.5281 0.5647 0.6025 0.6416 0.6820 0.7237 0.7666 0.8107 0.8562 0.9028 0.9508 1.0000 Hrad: 0.0342 0.0683 0.1025 0.1366 0.1708 0.2050 0.2391 0.2733 0.3075 0.3416 0.3758 0.4099 0.4441 0.4783 0.3541 0.4147 0.4592 0.4927 0.5190 0.5407 0.5594 0.5762 0.5919 0.6069 0.6215 0.6359 0.6502 0.6645 0.6789 0.6933 0.7078 0.7224 0.7371 0.7519 0.7668 0.7818 0.7970 0.8122 0.8274 0.8428 0.8582 0.8738 0.8893 0.9050 0.9207 0.9365 0.9523 0.9681 0.9840 1.0000 Width: 0.0051 0.0101 0.0152 0.0203 0.0253 0.0304 0.0354 0.0405 0.0456 0.0506 0.0557 0.0608 0.0658 0.0709 0.1139 0.1392 0.1646 0.1899 0.2152 0.2405 0.2658 0.2911 0.3165 0.3418 0.3671 0.3924 0.4177 0.4430 0.4684 0.4937 0.5190 0.5443 0.5696 0.5949 0.6203 0.6456 0.6709 0.6962 0.7215 0.7468 0.7722 0.7975 0.8228 0.8481 0.8734 0.8987 0.9241 0.9494 0.9747 1.0000 Transect 172+73 Area: 0.0001 0.0005 0.0012 0.0021 0.0033 0.0048 0.0065 0.0085 0.0108 0.0133 0.0161 0.0192 0.0225 0.0261 0.0300 0.0341 0.0393 0.0471 0.0562 0.0667 0.0784 0.0916 0.1060 0.1218 0.1389 0.1573 0.1771 0.1982 0.2207 0.2444 0.2696 0.2960 0.3238 0.3529 0.3833 0.4151 0.4482 0.4827 0.5184 0.5556 0.5940 0.6338 0.6749 0.7173 0.7611 Page 35 100yr Canal Importation Hydrology Update.txt 0.8062 0.8527 0.9004 0.9496 1.0000 Hrad: 0.0334 0.0668 0.1002 0.1336 0.1670 0.2004 0.2338 0.2672 0.3005 0.3339 0.3673 0.4007 0.4341 0.4675 0.5009 0.5343 0.4066 0.4613 0.5029 0.5352 0.5611 0.5829 0.6017 0.6187 0.6345 0.6495 0.6640 0.6782 0.6923 0.7062 0.7202 0.7342 0.7483 0.7624 0.7767 0.7910 0.8054 0.8199 0.8345 0.8492 0.8640 0.8788 0.8937 0.9087 0.9238 0.9389 0.9541 0.9693 0.9846 1.0000 Width: 0.0052 0.0104 0.0157 0.0209 0.0261 0.0313 0.0365 0.0417 0.0470 0.0522 0.0574 0.0626 0.0678 0.0730 0.0783 0.0835 0.1391 0.1652 0.1913 0.2174 0.2435 0.2696 0.2957 0.3217 0.3478 0.3739 0.4000 0.4261 0.4522 0.4783 0.5043 0.5304 0.5565 0.5826 0.6087 0.6348 0.6609 0.6870 0.7130 0.7391 0.7652 0.7913 0.8174 0.8435 0.8696 0.8957 0.9217 0.9478 0.9739 1.0000 Transect 176 Area: 0.0004 0.0012 0.0025 0.0044 0.0067 0.0095 0.0128 0.0166 0.0209 0.0257 0.0310 0.0367 0.0430 0.0497 0.0570 0.0647 0.0729 0.0817 0.0909 0.1006 0.1108 0.1215 0.1329 0.1459 0.1603 0.1761 0.1935 0.2123 0.2326 0.2544 0.2777 0.3024 0.3286 0.3563 0.3855 0.4161 0.4482 0.4818 0.5169 0.5534 0.5914 0.6309 0.6719 0.7143 0.7583 0.8037 0.8505 0.8989 0.9487 1.0000 Hrad: 0.0328 0.0611 0.0890 0.1169 0.1447 0.1725 0.2002 0.2280 0.2558 0.2836 0.3113 0.3391 0.3668 0.3946 0.4223 0.4501 0.4779 0.5056 0.5334 0.5611 0.5889 0.6166 0.6628 0.7059 0.7410 0.7696 0.7929 0.8120 0.8278 0.8412 0.8526 0.8627 0.8717 0.8799 0.8877 0.8951 0.9022 0.9093 0.9163 0.9233 0.9304 0.9376 0.9449 0.9524 0.9599 0.9677 0.9755 0.9835 0.9917 1.0000 Width: 0.0116 0.0210 0.0305 0.0399 0.0494 0.0588 0.0683 0.0777 0.0872 0.0966 0.1061 0.1155 0.1250 0.1345 0.1439 0.1534 0.1628 0.1723 0.1817 0.1912 0.2006 0.2101 0.2342 0.2626 0.2910 Page 36 100yr Canal Importation Hydrology Update.txt 0.3193 0.3477 0.3761 0.4044 0.4328 0.4611 0.4895 0.5179 0.5462 0.5746 0.6029 0.6313 0.6597 0.6880 0.7164 0.7447 0.7731 0.8015 0.8298 0.8582 0.8866 0.9149 0.9433 0.9716 1.0000 Transect 22 Area: 0.0008 0.0031 0.0070 0.0124 0.0187 0.0253 0.0325 0.0405 0.0491 0.0585 0.0685 0.0793 0.0907 0.1028 0.1156 0.1291 0.1433 0.1582 0.1737 0.1900 0.2070 0.2246 0.2430 0.2620 0.2817 0.3022 0.3233 0.3451 0.3676 0.3908 0.4147 0.4392 0.4645 0.4905 0.5171 0.5445 0.5725 0.6012 0.6307 0.6608 0.6916 0.7231 0.7553 0.7882 0.8217 0.8560 0.8910 0.9266 0.9630 1.0000 Hrad: 0.0273 0.0546 0.0819 0.1092 0.1630 0.2135 0.2577 0.2969 0.3323 0.3644 0.3938 0.4210 0.4464 0.4701 0.4925 0.5138 0.5340 0.5534 0.5720 0.5899 0.6073 0.6241 0.6404 0.6563 0.6719 0.6871 0.7020 0.7166 0.7310 0.7451 0.7590 0.7728 0.7863 0.7997 0.8130 0.8261 0.8391 0.8520 0.8648 0.8775 0.8900 0.9025 0.9150 0.9273 0.9396 0.9518 0.9639 0.9760 0.9880 1.0000 Width: 0.0416 0.0833 0.1249 0.1665 0.1667 0.1852 0.2037 0.2222 0.2407 0.2593 0.2778 0.2963 0.3148 0.3333 0.3519 0.3704 0.3889 0.4074 0.4259 0.4444 0.4630 0.4815 0.5000 0.5185 0.5370 0.5556 0.5741 0.5926 0.6111 0.6296 0.6481 0.6667 0.6852 0.7037 0.7222 0.7407 0.7593 0.7778 0.7963 0.8148 0.8333 0.8519 0.8704 0.8889 0.9074 0.9259 0.9444 0.9630 0.9815 1.0000 Transect street Area: 0.0008 0.0031 0.0070 0.0124 0.0187 0.0253 0.0325 0.0405 0.0491 0.0585 0.0685 0.0793 0.0907 0.1028 0.1156 0.1291 0.1433 0.1582 0.1737 0.1900 0.2070 0.2246 0.2430 0.2620 0.2817 0.3022 0.3233 0.3451 0.3676 0.3908 0.4147 0.4392 0.4645 0.4905 0.5171 0.5445 0.5725 0.6012 0.6307 0.6608 0.6916 0.7231 0.7553 0.7882 0.8217 0.8560 0.8910 0.9266 0.9630 1.0000 Page 37 100yr Canal Importation Hydrology Update.txt Hrad: 0.0273 0.0546 0.0819 0.1092 0.1630 0.2135 0.2577 0.2969 0.3323 0.3644 0.3938 0.4210 0.4464 0.4701 0.4925 0.5138 0.5340 0.5534 0.5720 0.5899 0.6073 0.6241 0.6404 0.6563 0.6719 0.6871 0.7020 0.7166 0.7310 0.7451 0.7590 0.7728 0.7863 0.7997 0.8130 0.8261 0.8391 0.8520 0.8648 0.8775 0.8900 0.9025 0.9150 0.9273 0.9396 0.9518 0.9639 0.9760 0.9880 1.0000 Width: 0.0416 0.0833 0.1249 0.1665 0.1667 0.1852 0.2037 0.2222 0.2407 0.2593 0.2778 0.2963 0.3148 0.3333 0.3519 0.3704 0.3889 0.4074 0.4259 0.4444 0.4630 0.4815 0.5000 0.5185 0.5370 0.5556 0.5741 0.5926 0.6111 0.6296 0.6481 0.6667 0.6852 0.7037 0.7222 0.7407 0.7593 0.7778 0.7963 0.8148 0.8333 0.8519 0.8704 0.8889 0.9074 0.9259 0.9444 0.9630 0.9815 1.0000 Transect 110_overflow Area: 0.0056 0.0117 0.0184 0.0258 0.0337 0.0422 0.0513 0.0610 0.0712 0.0821 0.0936 0.1056 0.1182 0.1315 0.1453 0.1597 0.1747 0.1902 0.2064 0.2232 0.2405 0.2584 0.2770 0.2961 0.3158 0.3361 0.3570 0.3784 0.4005 0.4232 0.4464 0.4702 0.4947 0.5197 0.5453 0.5715 0.5982 0.6256 0.6536 0.6821 0.7112 0.7410 0.7713 0.8022 0.8337 0.8658 0.8984 0.9317 0.9656 1.0000 Hrad: 0.0334 0.0638 0.0920 0.1184 0.1436 0.1677 0.1909 0.2135 0.2354 0.2569 0.2779 0.2986 0.3190 0.3391 0.3590 0.3786 0.3981 0.4175 0.4366 0.4557 0.4746 0.4935 0.5122 0.5309 0.5494 0.5679 0.5864 0.6047 0.6231 0.6413 0.6596 0.6777 0.6959 0.7140 0.7320 0.7501 0.7681 0.7860 0.8040 0.8219 0.8398 0.8577 0.8755 0.8934 0.9112 0.9290 0.9468 0.9645 0.9823 1.0000 Width: 0.1685 0.1855 0.2024 0.2194 0.2364 0.2533 0.2703 0.2873 0.3042 0.3212 0.3382 0.3552 0.3721 0.3891 0.4061 0.4230 0.4400 0.4570 0.4739 0.4909 0.5079 0.5248 0.5418 0.5588 0.5758 0.5927 0.6097 0.6267 0.6436 0.6606 Page 38 100yr Canal Importation Hydrology Update.txt 0.6776 0.6945 0.7115 0.7285 0.7455 0.7624 0.7794 0.7964 0.8133 0.8303 0.8473 0.8642 0.8812 0.8982 0.9152 0.9321 0.9491 0.9661 0.9830 1.0000 Transect 113+15 Area: 0.0003 0.0007 0.0012 0.0018 0.0024 0.0031 0.0039 0.0048 0.0057 0.0068 0.0079 0.0090 0.0103 0.0116 0.0130 0.0145 0.0160 0.0176 0.0194 0.0226 0.0276 0.0345 0.0434 0.0541 0.0668 0.0813 0.0977 0.1161 0.1363 0.1585 0.1825 0.2084 0.2363 0.2660 0.2976 0.3312 0.3666 0.4039 0.4431 0.4843 0.5273 0.5722 0.6191 0.6678 0.7184 0.7709 0.8253 0.8817 0.9399 1.0000 Hrad: 0.0867 0.1598 0.2252 0.2860 0.3436 0.3991 0.4530 0.5058 0.5577 0.6090 0.6596 0.7098 0.7597 0.8092 0.8585 0.9076 0.9565 1.0052 1.0607 1.0579 0.9811 0.8871 0.8041 0.7400 0.6941 0.6630 0.6435 0.6328 0.6290 0.6304 0.6358 0.6445 0.6557 0.6690 0.6839 0.7003 0.7179 0.7364 0.7557 0.7758 0.7965 0.8177 0.8393 0.8614 0.8838 0.9065 0.9296 0.9528 0.9763 1.0000 Width: 0.0061 0.0073 0.0086 0.0098 0.0111 0.0123 0.0136 0.0148 0.0161 0.0173 0.0185 0.0198 0.0210 0.0223 0.0235 0.0248 0.0260 0.0272 0.0360 0.0671 0.0982 0.1293 0.1603 0.1914 0.2225 0.2536 0.2847 0.3158 0.3469 0.3780 0.4091 0.4402 0.4713 0.5024 0.5335 0.5646 0.5957 0.6268 0.6579 0.6890 0.7201 0.7512 0.7823 0.8134 0.8445 0.8756 0.9067 0.9378 0.9689 1.0000 Transect 115+16 Area: 0.0010 0.0027 0.0052 0.0085 0.0126 0.0175 0.0231 0.0295 0.0367 0.0447 0.0534 0.0629 0.0732 0.0843 0.0961 0.1087 0.1221 0.1363 0.1513 0.1670 0.1835 0.2008 0.2188 0.2377 0.2573 0.2777 0.2988 0.3208 0.3435 0.3670 0.3913 0.4163 0.4421 0.4687 0.4961 0.5243 0.5532 0.5829 0.6134 0.6447 0.6767 0.7095 0.7431 0.7775 0.8126 0.8485 0.8852 0.9227 0.9610 1.0000 Hrad: Page 39 100yr Canal Importation Hydrology Update.txt 0.0282 0.0502 0.0710 0.0913 0.1114 0.1314 0.1513 0.1712 0.1910 0.2108 0.2306 0.2504 0.2702 0.2900 0.3097 0.3295 0.3492 0.3689 0.3887 0.4084 0.4282 0.4479 0.4676 0.4873 0.5071 0.5268 0.5465 0.5662 0.5860 0.6057 0.6254 0.6451 0.6648 0.6846 0.7043 0.7240 0.7437 0.7634 0.7831 0.8029 0.8226 0.8423 0.8620 0.8817 0.9014 0.9211 0.9409 0.9606 0.9803 1.0000 Width: 0.0345 0.0542 0.0739 0.0936 0.1133 0.1330 0.1527 0.1724 0.1921 0.2118 0.2315 0.2512 0.2709 0.2906 0.3103 0.3300 0.3498 0.3695 0.3892 0.4089 0.4286 0.4483 0.4680 0.4877 0.5074 0.5271 0.5468 0.5665 0.5862 0.6059 0.6256 0.6453 0.6650 0.6847 0.7044 0.7241 0.7438 0.7635 0.7833 0.8030 0.8227 0.8424 0.8621 0.8818 0.9015 0.9212 0.9409 0.9606 0.9803 1.0000 Transect 116 Area: 0.0006 0.0013 0.0021 0.0029 0.0039 0.0049 0.0059 0.0071 0.0083 0.0096 0.0110 0.0124 0.0139 0.0155 0.0172 0.0189 0.0208 0.0227 0.0247 0.0281 0.0333 0.0405 0.0495 0.0604 0.0731 0.0877 0.1042 0.1226 0.1428 0.1649 0.1889 0.2147 0.2425 0.2720 0.3035 0.3368 0.3720 0.4091 0.4481 0.4889 0.5316 0.5761 0.6226 0.6709 0.7211 0.7731 0.8270 0.8828 0.9405 1.0000 Hrad: 0.0881 0.1659 0.2367 0.3023 0.3640 0.4227 0.4790 0.5335 0.5865 0.6382 0.6889 0.7387 0.7877 0.8361 0.8839 0.9313 0.9782 1.0248 1.0776 1.0867 1.0301 0.9507 0.8739 0.8100 0.7608 0.7251 0.7004 0.6848 0.6762 0.6731 0.6746 0.6796 0.6875 0.6978 0.7100 0.7238 0.7390 0.7553 0.7726 0.7908 0.8096 0.8291 0.8491 0.8696 0.8905 0.9118 0.9334 0.9554 0.9776 1.0000 Width: 0.0109 0.0121 0.0134 0.0146 0.0159 0.0171 0.0183 0.0196 0.0208 0.0221 0.0233 0.0245 0.0258 0.0270 0.0282 0.0295 0.0307 0.0320 0.0406 0.0716 0.1025 0.1335 0.1644 0.1954 0.2263 0.2573 0.2882 0.3191 0.3501 0.3810 0.4120 0.4429 0.4739 0.5048 0.5358 Page 40 100yr Canal Importation Hydrology Update.txt 0.5667 0.5977 0.6286 0.6596 0.6905 0.7215 0.7524 0.7834 0.8143 0.8453 0.8762 0.9072 0.9381 0.9691 1.0000 Transect 18 Area: 0.0010 0.0027 0.0052 0.0085 0.0126 0.0175 0.0231 0.0295 0.0367 0.0447 0.0534 0.0629 0.0732 0.0843 0.0961 0.1087 0.1221 0.1363 0.1513 0.1670 0.1835 0.2008 0.2188 0.2377 0.2573 0.2777 0.2988 0.3208 0.3435 0.3670 0.3913 0.4163 0.4421 0.4687 0.4961 0.5243 0.5532 0.5829 0.6134 0.6447 0.6767 0.7095 0.7431 0.7775 0.8126 0.8485 0.8852 0.9227 0.9610 1.0000 Hrad: 0.0282 0.0502 0.0710 0.0913 0.1114 0.1314 0.1513 0.1712 0.1910 0.2108 0.2306 0.2504 0.2702 0.2900 0.3097 0.3295 0.3492 0.3689 0.3887 0.4084 0.4282 0.4479 0.4676 0.4873 0.5071 0.5268 0.5465 0.5662 0.5860 0.6057 0.6254 0.6451 0.6648 0.6846 0.7043 0.7240 0.7437 0.7634 0.7831 0.8029 0.8226 0.8423 0.8620 0.8817 0.9014 0.9211 0.9409 0.9606 0.9803 1.0000 Width: 0.0345 0.0542 0.0739 0.0936 0.1133 0.1330 0.1527 0.1724 0.1921 0.2118 0.2315 0.2512 0.2709 0.2906 0.3103 0.3300 0.3498 0.3695 0.3892 0.4089 0.4286 0.4483 0.4680 0.4877 0.5074 0.5271 0.5468 0.5665 0.5862 0.6059 0.6256 0.6453 0.6650 0.6847 0.7044 0.7241 0.7438 0.7635 0.7833 0.8030 0.8227 0.8424 0.8621 0.8818 0.9015 0.9212 0.9409 0.9606 0.9803 1.0000 Transect 118 Area: 0.0010 0.0021 0.0032 0.0045 0.0059 0.0073 0.0088 0.0105 0.0122 0.0140 0.0159 0.0179 0.0199 0.0221 0.0244 0.0267 0.0292 0.0317 0.0343 0.0370 0.0398 0.0427 0.0464 0.0522 0.0603 0.0707 0.0834 0.0983 0.1155 0.1349 0.1567 0.1807 0.2069 0.2354 0.2662 0.2993 0.3346 0.3722 0.4120 0.4541 0.4985 0.5452 0.5941 0.6453 0.6987 0.7545 0.8124 0.8727 0.9352 1.0000 Hrad: 0.0886 0.1700 0.2459 0.3174 0.3854 Page 41 100yr Canal Importation Hydrology Update.txt 0.4505 0.5133 0.5742 0.6333 0.6911 0.7477 0.8032 0.8579 0.9117 0.9649 1.0174 1.0694 1.1208 1.1719 1.2225 1.2728 1.3228 1.3754 1.3588 1.2946 1.2120 1.1295 1.0560 0.9947 0.9458 0.9080 0.8797 0.8594 0.8457 0.8375 0.8337 0.8337 0.8368 0.8425 0.8505 0.8603 0.8717 0.8844 0.8984 0.9134 0.9293 0.9460 0.9634 0.9814 1.0000 Width: 0.0157 0.0171 0.0185 0.0198 0.0212 0.0226 0.0240 0.0253 0.0267 0.0281 0.0295 0.0308 0.0322 0.0336 0.0350 0.0363 0.0377 0.0391 0.0405 0.0418 0.0432 0.0446 0.0716 0.1060 0.1404 0.1748 0.2092 0.2436 0.2779 0.3123 0.3467 0.3811 0.4155 0.4499 0.4842 0.5186 0.5530 0.5874 0.6218 0.6562 0.6905 0.7249 0.7593 0.7937 0.8281 0.8625 0.8968 0.9312 0.9656 1.0000 Transect 20 Area: 0.0002 0.0005 0.0009 0.0014 0.0019 0.0025 0.0032 0.0039 0.0047 0.0056 0.0066 0.0076 0.0087 0.0099 0.0111 0.0124 0.0138 0.0153 0.0168 0.0184 0.0201 0.0219 0.0244 0.0293 0.0365 0.0462 0.0583 0.0728 0.0897 0.1090 0.1307 0.1548 0.1814 0.2103 0.2416 0.2753 0.3115 0.3500 0.3909 0.4343 0.4800 0.5282 0.5788 0.6317 0.6871 0.7449 0.8050 0.8676 0.9326 1.0000 Hrad: 0.0928 0.1678 0.2345 0.2966 0.3559 0.4133 0.4696 0.5249 0.5796 0.6338 0.6876 0.7410 0.7943 0.8473 0.9001 0.9528 1.0053 1.0578 1.1102 1.1625 1.2147 1.2668 1.3026 1.2162 1.0824 0.9570 0.8584 0.7871 0.7383 0.7066 0.6877 0.6785 0.6764 0.6799 0.6876 0.6987 0.7124 0.7283 0.7460 0.7651 0.7854 0.8067 0.8289 0.8518 0.8753 0.8994 0.9240 0.9490 0.9743 1.0000 Width: 0.0040 0.0050 0.0061 0.0071 0.0082 0.0092 0.0103 0.0113 0.0124 0.0134 0.0145 0.0155 0.0166 0.0176 0.0187 0.0197 0.0208 0.0219 0.0229 0.0240 0.0250 0.0261 0.0536 0.0886 0.1237 0.1587 0.1938 0.2288 0.2639 0.2989 0.3340 0.3690 0.4041 0.4391 0.4742 0.5093 0.5443 0.5794 0.6144 0.6495 Page 42 100yr Canal Importation Hydrology Update.txt 0.6845 0.7196 0.7546 0.7897 0.8247 0.8598 0.8948 0.9299 0.9649 1.0000 Transect 1+101 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 2+102+3+103 Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 Page 43 100yr Canal Importation Hydrology Update.txt 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect 4+5 Area: 0.0003 0.0012 0.0028 0.0050 0.0080 0.0117 0.0164 0.0218 0.0281 0.0352 0.0432 0.0519 0.0615 0.0720 0.0832 0.0953 0.1082 0.1220 0.1366 0.1520 0.1682 0.1853 0.2032 0.2219 0.2415 0.2619 0.2831 0.3051 0.3280 0.3517 0.3762 0.4016 0.4278 0.4548 0.4827 0.5113 0.5409 0.5712 0.6024 0.6344 0.6672 0.7009 0.7353 0.7707 0.8068 0.8438 0.8816 0.9202 0.9597 1.0000 Hrad: 0.0550 0.1100 0.1649 0.2338 0.3077 0.3545 0.3871 0.4120 0.4324 0.4503 0.4666 0.4820 0.4966 0.5108 0.5248 0.5386 0.5522 0.5658 0.5793 0.5927 0.6062 0.6196 0.6331 0.6465 0.6600 0.6734 0.6869 0.7004 0.7139 0.7274 0.7409 0.7545 0.7680 0.7816 0.7952 0.8088 0.8224 0.8360 0.8496 0.8632 0.8769 0.8905 0.9042 0.9178 0.9315 0.9452 0.9589 0.9726 0.9863 1.0000 Width: 0.0153 0.0306 0.0458 0.0626 0.0830 0.1034 0.1238 0.1442 0.1645 0.1849 0.2053 0.2257 0.2460 0.2664 0.2868 0.3072 0.3275 0.3479 0.3683 0.3887 0.4091 0.4294 0.4498 0.4702 0.4906 0.5109 0.5313 0.5517 0.5721 0.5925 0.6128 0.6332 0.6536 0.6740 0.6943 0.7147 0.7351 0.7555 0.7758 0.7962 0.8166 0.8370 0.8574 0.8777 0.8981 Page 44 100yr Canal Importation Hydrology Update.txt 0.9185 0.9389 0.9592 0.9796 1.0000 Transect 104+105 Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect 8 Area: 0.0004 0.0016 0.0036 0.0064 0.0100 0.0144 0.0196 0.0256 0.0324 0.0400 0.0484 0.0576 0.0676 0.0784 0.0900 0.1024 0.1156 0.1296 0.1444 0.1600 0.1764 0.1936 0.2116 0.2304 0.2500 0.2704 0.2916 0.3136 0.3364 0.3600 0.3844 0.4096 0.4356 0.4624 0.4900 0.5184 0.5476 0.5776 0.6084 0.6400 0.6724 0.7056 0.7396 0.7744 0.8100 0.8464 0.8836 0.9216 0.9604 1.0000 Hrad: 0.0591 0.1182 0.1773 0.2520 0.3394 0.4006 0.4453 0.4798 0.5075 0.5306 0.5505 0.5682 0.5843 0.5991 0.6131 Page 45 100yr Canal Importation Hydrology Update.txt 0.6263 0.6391 0.6514 0.6634 0.6751 0.6866 0.6980 0.7092 0.7203 0.7314 0.7423 0.7532 0.7641 0.7749 0.7857 0.7965 0.8073 0.8180 0.8287 0.8394 0.8502 0.8609 0.8716 0.8823 0.8930 0.9036 0.9143 0.9250 0.9357 0.9464 0.9572 0.9679 0.9786 0.9893 1.0000 Width: 0.0200 0.0400 0.0600 0.0800 0.1000 0.1200 0.1400 0.1600 0.1800 0.2000 0.2200 0.2400 0.2600 0.2800 0.3000 0.3200 0.3400 0.3600 0.3800 0.4000 0.4200 0.4400 0.4600 0.4800 0.5000 0.5200 0.5400 0.5600 0.5800 0.6000 0.6200 0.6400 0.6600 0.6800 0.7000 0.7200 0.7400 0.7600 0.7800 0.8000 0.8200 0.8400 0.8600 0.8800 0.9000 0.9200 0.9400 0.9600 0.9800 1.0000 Transect 108 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Page 46 100yr Canal Importation Hydrology Update.txt Transect 86 Area: 0.0003 0.0014 0.0031 0.0054 0.0086 0.0126 0.0174 0.0231 0.0295 0.0368 0.0449 0.0538 0.0635 0.0741 0.0854 0.0976 0.1106 0.1245 0.1391 0.1546 0.1709 0.1880 0.2059 0.2247 0.2442 0.2646 0.2858 0.3079 0.3307 0.3544 0.3789 0.4042 0.4303 0.4573 0.4850 0.5136 0.5430 0.5733 0.6043 0.6362 0.6689 0.7024 0.7367 0.7719 0.8078 0.8446 0.8822 0.9207 0.9599 1.0000 Hrad: 0.0564 0.1128 0.1693 0.2398 0.3171 0.3677 0.4035 0.4307 0.4529 0.4720 0.4890 0.5046 0.5194 0.5336 0.5473 0.5607 0.5739 0.5870 0.5999 0.6128 0.6256 0.6384 0.6511 0.6639 0.6766 0.6894 0.7021 0.7149 0.7277 0.7405 0.7533 0.7661 0.7790 0.7918 0.8047 0.8176 0.8305 0.8435 0.8564 0.8694 0.8824 0.8954 0.9084 0.9214 0.9345 0.9476 0.9607 0.9738 0.9869 1.0000 Width: 0.0168 0.0336 0.0504 0.0682 0.0885 0.1087 0.1290 0.1492 0.1695 0.1898 0.2100 0.2303 0.2505 0.2708 0.2910 0.3113 0.3315 0.3518 0.3721 0.3923 0.4126 0.4328 0.4531 0.4733 0.4936 0.5139 0.5341 0.5544 0.5746 0.5949 0.6151 0.6354 0.6556 0.6759 0.6962 0.7164 0.7367 0.7569 0.7772 0.7974 0.8177 0.8380 0.8582 0.8785 0.8987 0.9190 0.9392 0.9595 0.9797 1.0000 Transect 87 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0202 0.0403 0.0605 0.0796 0.0973 0.1159 0.1350 0.1544 0.1740 0.1938 0.2136 0.2335 0.2535 0.2735 0.2936 0.3136 0.3337 0.3538 0.3739 0.3941 Page 47 100yr Canal Importation Hydrology Update.txt 0.4142 0.4344 0.4545 0.4747 0.4948 0.5150 0.5352 0.5554 0.5756 0.5958 0.6160 0.6362 0.6564 0.6766 0.6968 0.7170 0.7372 0.7574 0.7776 0.7978 0.8180 0.8382 0.8585 0.8787 0.8989 0.9191 0.9393 0.9596 0.9798 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 83 Area: 0.0037 0.0080 0.0130 0.0187 0.0250 0.0320 0.0397 0.0480 0.0570 0.0667 0.0770 0.0880 0.0997 0.1120 0.1250 0.1387 0.1530 0.1680 0.1837 0.2000 0.2170 0.2347 0.2530 0.2720 0.2917 0.3120 0.3330 0.3547 0.3770 0.4000 0.4237 0.4480 0.4730 0.4987 0.5250 0.5520 0.5797 0.6080 0.6370 0.6667 0.6970 0.7280 0.7597 0.7920 0.8250 0.8587 0.8930 0.9280 0.9637 1.0000 Hrad: 0.0337 0.0631 0.0896 0.1143 0.1378 0.1603 0.1821 0.2034 0.2242 0.2447 0.2650 0.2850 0.3048 0.3245 0.3440 0.3634 0.3828 0.4020 0.4211 0.4402 0.4593 0.4782 0.4972 0.5161 0.5349 0.5537 0.5725 0.5913 0.6100 0.6287 0.6474 0.6661 0.6847 0.7034 0.7220 0.7406 0.7592 0.7778 0.7963 0.8149 0.8334 0.8520 0.8705 0.8890 0.9075 0.9260 0.9445 0.9630 0.9815 1.0000 Width: 0.1091 0.1273 0.1455 0.1636 0.1818 0.2000 0.2182 0.2364 0.2545 0.2727 0.2909 0.3091 0.3273 0.3455 0.3636 0.3818 0.4000 0.4182 0.4364 0.4545 0.4727 0.4909 0.5091 0.5273 0.5455 0.5636 0.5818 0.6000 0.6182 0.6364 0.6545 0.6727 0.6909 0.7091 0.7273 0.7455 0.7636 0.7818 0.8000 0.8182 0.8364 0.8545 0.8727 0.8909 0.9091 0.9273 0.9455 0.9636 0.9818 1.0000 Page 48 100yr Canal Importation Hydrology Update.txt Transect 183 Area: 0.0082 0.0170 0.0262 0.0358 0.0460 0.0566 0.0678 0.0794 0.0914 0.1040 0.1170 0.1306 0.1446 0.1590 0.1740 0.1894 0.2054 0.2218 0.2386 0.2560 0.2738 0.2922 0.3110 0.3302 0.3500 0.3702 0.3910 0.4122 0.4338 0.4560 0.4786 0.5018 0.5254 0.5494 0.5740 0.5990 0.6246 0.6506 0.6770 0.7040 0.7314 0.7594 0.7878 0.8166 0.8460 0.8758 0.9062 0.9370 0.9682 1.0000 Hrad: 0.0314 0.0611 0.0894 0.1165 0.1425 0.1677 0.1921 0.2157 0.2388 0.2613 0.2834 0.3050 0.3262 0.3471 0.3677 0.3880 0.4080 0.4278 0.4474 0.4668 0.4859 0.5050 0.5238 0.5426 0.5611 0.5796 0.5980 0.6162 0.6343 0.6524 0.6703 0.6882 0.7060 0.7237 0.7414 0.7590 0.7765 0.7940 0.8114 0.8287 0.8460 0.8633 0.8805 0.8977 0.9148 0.9319 0.9490 0.9660 0.9830 1.0000 Width: 0.2650 0.2800 0.2950 0.3100 0.3250 0.3400 0.3550 0.3700 0.3850 0.4000 0.4150 0.4300 0.4450 0.4600 0.4750 0.4900 0.5050 0.5200 0.5350 0.5500 0.5650 0.5800 0.5950 0.6100 0.6250 0.6400 0.6550 0.6700 0.6850 0.7000 0.7150 0.7300 0.7450 0.7600 0.7750 0.7900 0.8050 0.8200 0.8350 0.8500 0.8650 0.8800 0.8950 0.9100 0.9250 0.9400 0.9550 0.9700 0.9850 1.0000 Transect 88 Area: 0.0088 0.0181 0.0278 0.0379 0.0486 0.0597 0.0712 0.0832 0.0957 0.1086 0.1219 0.1358 0.1501 0.1648 0.1800 0.1957 0.2118 0.2283 0.2454 0.2629 0.2808 0.2992 0.3181 0.3374 0.3571 0.3774 0.3981 0.4192 0.4408 0.4629 0.4854 0.5083 0.5318 0.5557 0.5800 0.6048 0.6301 0.6558 0.6819 0.7086 0.7357 0.7632 0.7912 0.8197 0.8486 0.8779 0.9078 0.9381 0.9688 1.0000 Hrad: 0.0313 0.0610 0.0894 0.1166 0.1428 0.1682 0.1927 0.2166 0.2399 0.2626 0.2849 0.3067 0.3281 0.3491 0.3698 0.3902 0.4104 0.4302 0.4499 0.4693 0.4886 0.5076 0.5265 0.5453 0.5639 Page 49 100yr Canal Importation Hydrology Update.txt 0.5823 0.6007 0.6189 0.6370 0.6550 0.6728 0.6907 0.7084 0.7260 0.7436 0.7610 0.7785 0.7958 0.8131 0.8303 0.8475 0.8646 0.8817 0.8987 0.9157 0.9327 0.9495 0.9664 0.9832 1.0000 Width: 0.2873 0.3018 0.3164 0.3309 0.3455 0.3600 0.3745 0.3891 0.4036 0.4182 0.4327 0.4473 0.4618 0.4764 0.4909 0.5055 0.5200 0.5345 0.5491 0.5636 0.5782 0.5927 0.6073 0.6218 0.6364 0.6509 0.6655 0.6800 0.6945 0.7091 0.7236 0.7382 0.7527 0.7673 0.7818 0.7964 0.8109 0.8255 0.8400 0.8545 0.8691 0.8836 0.8982 0.9127 0.9273 0.9418 0.9564 0.9709 0.9855 1.0000 Transect 81+181 Area: 0.0001 0.0003 0.0007 0.0013 0.0020 0.0029 0.0039 0.0051 0.0065 0.0080 0.0097 0.0115 0.0135 0.0157 0.0180 0.0205 0.0232 0.0272 0.0328 0.0400 0.0488 0.0592 0.0712 0.0848 0.1000 0.1168 0.1352 0.1552 0.1768 0.2000 0.2248 0.2512 0.2792 0.3088 0.3400 0.3728 0.4072 0.4432 0.4808 0.5200 0.5608 0.6032 0.6472 0.6928 0.7400 0.7888 0.8392 0.8912 0.9448 1.0000 Hrad: 0.0420 0.0840 0.1260 0.1680 0.2099 0.2519 0.2939 0.3359 0.3779 0.4199 0.4619 0.5039 0.5458 0.5878 0.6298 0.6718 0.7238 0.7559 0.7490 0.7254 0.6987 0.6752 0.6571 0.6447 0.6374 0.6345 0.6353 0.6392 0.6457 0.6543 0.6646 0.6764 0.6895 0.7036 0.7186 0.7344 0.7509 0.7680 0.7856 0.8036 0.8220 0.8408 0.8599 0.8793 0.8989 0.9187 0.9388 0.9590 0.9794 1.0000 Width: 0.0029 0.0057 0.0086 0.0114 0.0143 0.0171 0.0200 0.0229 0.0257 0.0286 0.0314 0.0343 0.0371 0.0400 0.0429 0.0457 0.0571 0.0857 0.1143 0.1429 0.1714 0.2000 0.2286 0.2571 0.2857 0.3143 0.3429 0.3714 0.4000 0.4286 0.4571 0.4857 0.5143 0.5429 0.5714 0.6000 0.6286 0.6571 0.6857 0.7143 0.7429 0.7714 0.8000 0.8286 0.8571 0.8857 0.9143 0.9429 0.9714 1.0000 Transect 95 Page 50 100yr Canal Importation Hydrology Update.txt Area: 0.0002 0.0004 0.0008 0.0012 0.0018 0.0024 0.0030 0.0038 0.0047 0.0056 0.0066 0.0077 0.0089 0.0102 0.0116 0.0130 0.0146 0.0176 0.0222 0.0285 0.0365 0.0462 0.0575 0.0706 0.0853 0.1017 0.1198 0.1395 0.1610 0.1841 0.2089 0.2354 0.2636 0.2935 0.3250 0.3582 0.3931 0.4297 0.4680 0.5079 0.5496 0.5929 0.6379 0.6846 0.7329 0.7830 0.8347 0.8881 0.9432 1.0000 Hrad: 0.0755 0.1347 0.1881 0.2389 0.2882 0.3366 0.3844 0.4318 0.4789 0.5258 0.5726 0.6192 0.6657 0.7121 0.7585 0.8048 0.8584 0.8512 0.7856 0.7125 0.6523 0.6089 0.5802 0.5630 0.5546 0.5527 0.5559 0.5628 0.5728 0.5851 0.5992 0.6149 0.6318 0.6497 0.6685 0.6880 0.7082 0.7288 0.7499 0.7714 0.7933 0.8154 0.8378 0.8604 0.8833 0.9063 0.9295 0.9529 0.9764 1.0000 Width: 0.0039 0.0054 0.0068 0.0083 0.0097 0.0112 0.0127 0.0141 0.0156 0.0170 0.0185 0.0200 0.0214 0.0229 0.0243 0.0258 0.0365 0.0657 0.0949 0.1241 0.1533 0.1825 0.2117 0.2409 0.2701 0.2993 0.3285 0.3577 0.3869 0.4161 0.4453 0.4745 0.5036 0.5328 0.5620 0.5912 0.6204 0.6496 0.6788 0.7080 0.7372 0.7664 0.7956 0.8248 0.8540 0.8832 0.9124 0.9416 0.9708 1.0000 Transect 89+189+94+93+187 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 Page 51 100yr Canal Importation Hydrology Update.txt 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 82 Area: 0.0007 0.0017 0.0029 0.0043 0.0060 0.0079 0.0100 0.0124 0.0150 0.0179 0.0210 0.0244 0.0279 0.0318 0.0358 0.0401 0.0447 0.0494 0.0544 0.0597 0.0652 0.0709 0.0769 0.0831 0.0896 0.0973 0.1075 0.1200 0.1349 0.1522 0.1719 0.1940 0.2185 0.2454 0.2746 0.3063 0.3403 0.3767 0.4155 0.4567 0.5003 0.5463 0.5946 0.6454 0.6985 0.7540 0.8119 0.8722 0.9349 1.0000 Hrad: 0.0651 0.1180 0.1655 0.2100 0.2527 0.2942 0.3350 0.3752 0.4150 0.4545 0.4938 0.5328 0.5717 0.6105 0.6491 0.6877 0.7262 0.7646 0.8030 0.8414 0.8796 0.9179 0.9561 0.9943 1.0325 1.0893 1.1141 1.1160 1.1034 1.0830 1.0594 1.0357 1.0137 0.9943 0.9780 0.9648 0.9546 0.9472 0.9424 0.9399 0.9395 0.9410 0.9441 0.9487 0.9547 0.9618 0.9700 0.9792 0.9892 1.0000 Width: 0.0126 0.0162 0.0198 0.0234 0.0270 0.0306 0.0342 0.0378 0.0414 0.0450 0.0486 0.0523 0.0559 0.0595 0.0631 0.0667 0.0703 0.0739 0.0775 0.0811 0.0847 0.0883 0.0919 0.0955 0.0991 0.1351 0.1712 0.2072 0.2432 0.2793 0.3153 0.3514 0.3874 0.4234 0.4595 0.4955 0.5315 0.5676 0.6036 0.6396 0.6757 0.7117 0.7477 0.7838 0.8198 0.8559 0.8919 0.9279 0.9640 1.0000 Transect 45 Area: Page 52 100yr Canal Importation Hydrology Update.txt 0.0022 0.0051 0.0087 0.0131 0.0182 0.0240 0.0305 0.0378 0.0458 0.0545 0.0640 0.0742 0.0851 0.0967 0.1091 0.1222 0.1360 0.1505 0.1658 0.1818 0.1985 0.2160 0.2342 0.2531 0.2727 0.2931 0.3142 0.3360 0.3585 0.3818 0.4058 0.4305 0.4560 0.4822 0.5091 0.5367 0.5651 0.5942 0.6240 0.6545 0.6858 0.7178 0.7505 0.7840 0.8182 0.8531 0.8887 0.9251 0.9622 1.0000 Hrad: 0.0328 0.0594 0.0833 0.1058 0.1273 0.1483 0.1688 0.1891 0.2092 0.2291 0.2489 0.2686 0.2883 0.3078 0.3273 0.3468 0.3662 0.3856 0.4049 0.4243 0.4436 0.4629 0.4822 0.5014 0.5207 0.5399 0.5592 0.5784 0.5976 0.6168 0.6360 0.6552 0.6744 0.6936 0.7127 0.7319 0.7511 0.7702 0.7894 0.8086 0.8277 0.8469 0.8660 0.8852 0.9043 0.9235 0.9426 0.9617 0.9809 1.0000 Width: 0.0667 0.0857 0.1048 0.1238 0.1429 0.1619 0.1810 0.2000 0.2190 0.2381 0.2571 0.2762 0.2952 0.3143 0.3333 0.3524 0.3714 0.3905 0.4095 0.4286 0.4476 0.4667 0.4857 0.5048 0.5238 0.5429 0.5619 0.5810 0.6000 0.6190 0.6381 0.6571 0.6762 0.6952 0.7143 0.7333 0.7524 0.7714 0.7905 0.8095 0.8286 0.8476 0.8667 0.8857 0.9048 0.9238 0.9429 0.9619 0.9810 1.0000 Transect 46 Area: 0.0049 0.0105 0.0166 0.0234 0.0308 0.0388 0.0474 0.0566 0.0665 0.0769 0.0880 0.0997 0.1120 0.1249 0.1385 0.1526 0.1674 0.1828 0.1988 0.2154 0.2326 0.2505 0.2689 0.2880 0.3077 0.3280 0.3489 0.3705 0.3926 0.4154 0.4388 0.4628 0.4874 0.5126 0.5385 0.5649 0.5920 0.6197 0.6480 0.6769 0.7065 0.7366 0.7674 0.7988 0.8308 0.8634 0.8966 0.9305 0.9649 1.0000 Hrad: 0.0333 0.0634 0.0911 0.1170 0.1416 0.1652 0.1880 0.2101 0.2317 0.2528 0.2736 0.2941 0.3142 0.3342 0.3539 0.3735 0.3929 0.4122 0.4314 0.4504 0.4694 0.4883 0.5071 0.5258 0.5444 0.5631 0.5816 0.6001 0.6186 0.6370 0.6554 0.6737 0.6920 0.7103 0.7285 Page 53 100yr Canal Importation Hydrology Update.txt 0.7468 0.7650 0.7832 0.8013 0.8195 0.8376 0.8557 0.8738 0.8918 0.9099 0.9279 0.9460 0.9640 0.9820 1.0000 Width: 0.1478 0.1652 0.1826 0.2000 0.2174 0.2348 0.2522 0.2696 0.2870 0.3043 0.3217 0.3391 0.3565 0.3739 0.3913 0.4087 0.4261 0.4435 0.4609 0.4783 0.4957 0.5130 0.5304 0.5478 0.5652 0.5826 0.6000 0.6174 0.6348 0.6522 0.6696 0.6870 0.7043 0.7217 0.7391 0.7565 0.7739 0.7913 0.8087 0.8261 0.8435 0.8609 0.8783 0.8957 0.9130 0.9304 0.9478 0.9652 0.9826 1.0000 Transect 92 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 48+47+149 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 Page 54 100yr Canal Importation Hydrology Update.txt 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 30 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0563 0.1126 0.1690 0.2394 0.3168 0.3675 0.4034 0.4308 0.4531 0.4722 0.4893 0.5050 0.5199 0.5341 0.5478 0.5612 0.5745 0.5875 0.6005 0.6133 0.6261 0.6389 0.6517 0.6644 0.6771 0.6899 0.7026 0.7154 0.7281 0.7409 0.7537 0.7665 0.7794 0.7922 0.8051 0.8179 0.8308 0.8438 0.8567 0.8696 Page 55 100yr Canal Importation Hydrology Update.txt 0.8826 0.8956 0.9086 0.9216 0.9346 0.9477 0.9607 0.9738 0.9869 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 76+74+75+720 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 159 Area: 0.0009 0.0019 0.0030 0.0042 0.0056 0.0071 0.0087 0.0104 0.0122 0.0141 Page 56 100yr Canal Importation Hydrology Update.txt 0.0162 0.0184 0.0207 0.0231 0.0257 0.0283 0.0311 0.0340 0.0370 0.0401 0.0434 0.0467 0.0509 0.0572 0.0657 0.0764 0.0894 0.1045 0.1219 0.1415 0.1634 0.1874 0.2137 0.2422 0.2729 0.3058 0.3410 0.3783 0.4179 0.4598 0.5038 0.5500 0.5985 0.6492 0.7021 0.7573 0.8146 0.8742 0.9360 1.0000 Hrad: 0.0952 0.1799 0.2574 0.3297 0.3981 0.4635 0.5266 0.5879 0.6476 0.7062 0.7637 0.8203 0.8762 0.9315 0.9863 1.0406 1.0945 1.1480 1.2012 1.2542 1.3069 1.3593 1.4214 1.4200 1.3705 1.2986 1.2220 1.1504 1.0880 1.0358 0.9936 0.9602 0.9346 0.9154 0.9017 0.8927 0.8876 0.8857 0.8866 0.8899 0.8953 0.9023 0.9109 0.9208 0.9319 0.9439 0.9568 0.9706 0.9850 1.0000 Width: 0.0144 0.0163 0.0181 0.0199 0.0217 0.0235 0.0254 0.0272 0.0290 0.0308 0.0326 0.0344 0.0363 0.0381 0.0399 0.0417 0.0435 0.0454 0.0472 0.0490 0.0508 0.0526 0.0795 0.1136 0.1477 0.1818 0.2159 0.2500 0.2841 0.3182 0.3523 0.3864 0.4205 0.4545 0.4886 0.5227 0.5568 0.5909 0.6250 0.6591 0.6932 0.7273 0.7614 0.7955 0.8295 0.8636 0.8977 0.9318 0.9659 1.0000 Transect 55 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 Page 57 100yr Canal Importation Hydrology Update.txt 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 155+57+64+56 Area: 0.0003 0.0014 0.0031 0.0054 0.0086 0.0126 0.0174 0.0231 0.0295 0.0368 0.0449 0.0538 0.0635 0.0741 0.0854 0.0976 0.1106 0.1245 0.1391 0.1546 0.1709 0.1880 0.2059 0.2247 0.2442 0.2646 0.2858 0.3079 0.3307 0.3544 0.3789 0.4042 0.4303 0.4573 0.4850 0.5136 0.5430 0.5733 0.6043 0.6362 0.6689 0.7024 0.7367 0.7719 0.8078 0.8446 0.8822 0.9207 0.9599 1.0000 Hrad: 0.0564 0.1128 0.1693 0.2398 0.3171 0.3677 0.4035 0.4307 0.4529 0.4720 0.4890 0.5046 0.5194 0.5336 0.5473 0.5607 0.5739 0.5870 0.5999 0.6128 0.6256 0.6384 0.6511 0.6639 0.6766 0.6894 0.7021 0.7149 0.7277 0.7405 0.7533 0.7661 0.7790 0.7918 0.8047 0.8176 0.8305 0.8435 0.8564 0.8694 0.8824 0.8954 0.9084 0.9214 0.9345 0.9476 0.9607 0.9738 0.9869 1.0000 Width: 0.0168 0.0336 0.0504 0.0682 0.0885 0.1087 0.1290 0.1492 0.1695 0.1898 0.2100 0.2303 0.2505 0.2708 0.2910 0.3113 0.3315 0.3518 0.3721 0.3923 0.4126 0.4328 0.4531 0.4733 0.4936 0.5139 0.5341 0.5544 0.5746 0.5949 0.6151 0.6354 0.6556 0.6759 0.6962 0.7164 0.7367 0.7569 0.7772 0.7974 0.8177 0.8380 0.8582 0.8785 0.8987 0.9190 0.9392 0.9595 0.9797 1.0000 Transect 138+838 Area: 0.0015 0.0061 0.0124 0.0193 0.0268 0.0349 0.0436 0.0529 0.0629 0.0735 0.0846 0.0964 0.1088 0.1219 0.1355 Page 58 100yr Canal Importation Hydrology Update.txt 0.1498 0.1646 0.1801 0.1962 0.2129 0.2302 0.2482 0.2667 0.2859 0.3057 0.3261 0.3471 0.3687 0.3910 0.4138 0.4373 0.4614 0.4861 0.5114 0.5373 0.5639 0.5910 0.6188 0.6472 0.6762 0.7058 0.7360 0.7669 0.7983 0.8304 0.8631 0.8964 0.9303 0.9649 1.0000 Hrad: 0.0296 0.0615 0.1166 0.1659 0.2103 0.2508 0.2879 0.3220 0.3537 0.3832 0.4108 0.4368 0.4613 0.4846 0.5067 0.5278 0.5480 0.5673 0.5860 0.6040 0.6213 0.6382 0.6545 0.6704 0.6859 0.7010 0.7158 0.7302 0.7444 0.7582 0.7719 0.7853 0.7984 0.8114 0.8242 0.8368 0.8492 0.8615 0.8737 0.8857 0.8976 0.9093 0.9210 0.9326 0.9440 0.9554 0.9667 0.9778 0.9890 1.0000 Width: 0.0867 0.1680 0.1853 0.2027 0.2200 0.2373 0.2547 0.2720 0.2893 0.3067 0.3240 0.3413 0.3587 0.3760 0.3933 0.4107 0.4280 0.4453 0.4627 0.4800 0.4973 0.5147 0.5320 0.5493 0.5667 0.5840 0.6013 0.6187 0.6360 0.6533 0.6707 0.6880 0.7053 0.7227 0.7400 0.7573 0.7747 0.7920 0.8093 0.8267 0.8440 0.8613 0.8787 0.8960 0.9133 0.9307 0.9480 0.9653 0.9827 1.0000 Transect 733 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Page 59 100yr Canal Importation Hydrology Update.txt Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 721+821+722+712+714+713 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0125 0.0170 0.0224 0.0286 0.0357 0.0436 0.0523 0.0618 0.0722 0.0834 0.0955 0.1084 0.1221 0.1366 0.1520 0.1682 0.1852 0.2031 0.2218 0.2413 0.2617 0.2829 0.3049 0.3278 0.3515 0.3760 0.4013 0.4275 0.4545 0.4824 0.5111 0.5406 0.5709 0.6021 0.6341 0.6670 0.7006 0.7352 0.7705 0.8067 0.8437 0.8815 0.9202 0.9597 1.0000 Hrad: 0.0457 0.0915 0.1372 0.1829 0.2286 0.2744 0.3497 0.4114 0.4589 0.4964 0.5270 0.5526 0.5746 0.5939 0.6112 0.6270 0.6417 0.6555 0.6686 0.6811 0.6932 0.7050 0.7165 0.7277 0.7388 0.7497 0.7605 0.7713 0.7819 0.7925 0.8030 0.8134 0.8239 0.8343 0.8447 0.8551 0.8654 0.8758 0.8861 0.8965 0.9068 0.9171 0.9275 0.9378 0.9482 0.9585 0.9689 0.9792 0.9896 1.0000 Width: 0.0170 0.0340 0.0510 0.0681 0.0851 0.1021 0.1220 0.1425 0.1629 0.1833 0.2037 0.2241 0.2445 0.2650 0.2854 0.3058 0.3262 0.3466 0.3670 0.3875 0.4079 0.4283 0.4487 0.4691 0.4896 0.5100 0.5304 0.5508 0.5712 0.5916 0.6121 0.6325 0.6529 0.6733 0.6937 0.7142 0.7346 0.7550 0.7754 0.7958 0.8162 0.8367 0.8571 0.8775 0.8979 0.9183 0.9387 0.9592 0.9796 1.0000 Transect 822 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0125 0.0170 0.0224 0.0286 0.0357 0.0436 0.0523 0.0618 0.0722 0.0834 0.0955 0.1084 0.1221 0.1366 0.1520 Page 60 100yr Canal Importation Hydrology Update.txt 0.1682 0.1852 0.2031 0.2218 0.2413 0.2617 0.2829 0.3049 0.3278 0.3515 0.3760 0.4013 0.4275 0.4545 0.4824 0.5111 0.5406 0.5709 0.6021 0.6341 0.6670 0.7006 0.7352 0.7705 0.8067 0.8437 0.8815 0.9202 0.9597 1.0000 Hrad: 0.0433 0.0866 0.1300 0.1733 0.2166 0.2599 0.3321 0.3919 0.4384 0.4755 0.5060 0.5318 0.5541 0.5739 0.5918 0.6083 0.6236 0.6380 0.6518 0.6650 0.6778 0.6903 0.7024 0.7143 0.7261 0.7376 0.7491 0.7604 0.7716 0.7828 0.7939 0.8049 0.8159 0.8269 0.8378 0.8487 0.8596 0.8704 0.8813 0.8921 0.9029 0.9137 0.9245 0.9353 0.9461 0.9569 0.9677 0.9784 0.9892 1.0000 Width: 0.0170 0.0340 0.0510 0.0681 0.0851 0.1021 0.1220 0.1424 0.1629 0.1833 0.2037 0.2241 0.2445 0.2650 0.2854 0.3058 0.3262 0.3466 0.3670 0.3875 0.4079 0.4283 0.4487 0.4691 0.4896 0.5100 0.5304 0.5508 0.5712 0.5916 0.6121 0.6325 0.6529 0.6733 0.6937 0.7141 0.7346 0.7550 0.7754 0.7958 0.8162 0.8367 0.8571 0.8775 0.8979 0.9183 0.9387 0.9592 0.9796 1.0000 Transect 36+136 Area: 0.0003 0.0014 0.0031 0.0054 0.0086 0.0126 0.0174 0.0231 0.0295 0.0368 0.0449 0.0538 0.0635 0.0741 0.0854 0.0976 0.1106 0.1245 0.1391 0.1546 0.1709 0.1880 0.2059 0.2247 0.2442 0.2646 0.2858 0.3079 0.3307 0.3544 0.3789 0.4042 0.4303 0.4573 0.4850 0.5136 0.5430 0.5733 0.6043 0.6362 0.6689 0.7024 0.7367 0.7719 0.8078 0.8446 0.8822 0.9207 0.9599 1.0000 Hrad: 0.0564 0.1128 0.1693 0.2398 0.3171 0.3677 0.4035 0.4307 0.4529 0.4720 0.4890 0.5046 0.5194 0.5336 0.5473 0.5607 0.5739 0.5870 0.5999 0.6128 0.6256 0.6384 0.6511 0.6639 0.6766 0.6894 0.7021 0.7149 0.7277 0.7405 0.7533 0.7661 0.7790 0.7918 0.8047 0.8176 0.8305 0.8435 0.8564 0.8694 0.8824 0.8954 0.9084 0.9214 0.9345 0.9476 0.9607 0.9738 0.9869 1.0000 Width: Page 61 100yr Canal Importation Hydrology Update.txt 0.0168 0.0336 0.0504 0.0682 0.0885 0.1087 0.1290 0.1492 0.1695 0.1898 0.2100 0.2303 0.2505 0.2708 0.2910 0.3113 0.3315 0.3518 0.3721 0.3923 0.4126 0.4328 0.4531 0.4733 0.4936 0.5139 0.5341 0.5544 0.5746 0.5949 0.6151 0.6354 0.6556 0.6759 0.6962 0.7164 0.7367 0.7569 0.7772 0.7974 0.8177 0.8380 0.8582 0.8785 0.8987 0.9190 0.9392 0.9595 0.9797 1.0000 Transect 139 Area: 0.0094 0.0188 0.0284 0.0380 0.0478 0.0576 0.0675 0.0775 0.0876 0.0978 0.1080 0.1184 0.1289 0.1394 0.1500 0.1607 0.1715 0.1824 0.1934 0.2045 0.2157 0.2269 0.2383 0.2497 0.2612 0.2728 0.2845 0.2963 0.3082 0.3202 0.3322 0.3451 0.3603 0.3780 0.3983 0.4210 0.4461 0.4738 0.5040 0.5366 0.5718 0.6094 0.6495 0.6921 0.7372 0.7848 0.8349 0.8874 0.9425 1.0000 Hrad: 0.0586 0.1166 0.1741 0.2309 0.2872 0.3429 0.3982 0.4529 0.5071 0.5608 0.6141 0.6669 0.7193 0.7712 0.8227 0.8738 0.9245 0.9748 1.0248 1.0743 1.1235 1.1724 1.2209 1.2691 1.3169 1.3644 1.4116 1.4585 1.5052 1.5515 1.5975 1.4376 1.2765 1.1651 1.0860 1.0294 0.9889 0.9604 0.9410 0.9288 0.9222 0.9202 0.9220 0.9269 0.9345 0.9443 0.9559 0.9693 0.9840 1.0000 Width: 0.1603 0.1618 0.1633 0.1648 0.1663 0.1679 0.1694 0.1709 0.1724 0.1740 0.1755 0.1770 0.1785 0.1801 0.1816 0.1831 0.1846 0.1862 0.1877 0.1892 0.1907 0.1923 0.1938 0.1953 0.1968 0.1983 0.1999 0.2014 0.2029 0.2044 0.2060 0.2381 0.2804 0.3228 0.3651 0.4074 0.4497 0.4921 0.5344 0.5767 0.6190 0.6614 0.7037 0.7460 0.7884 0.8307 0.8730 0.9153 0.9577 1.0000 Transect 715 Area: 0.0005 0.0010 0.0017 0.0024 0.0034 0.0051 0.0077 0.0113 0.0158 0.0213 0.0277 0.0350 0.0432 0.0523 0.0624 0.0734 0.0854 0.0982 0.1120 0.1267 0.1424 0.1590 0.1765 0.1949 0.2143 Page 62 100yr Canal Importation Hydrology Update.txt 0.2346 0.2558 0.2779 0.3010 0.3250 0.3500 0.3758 0.4026 0.4303 0.4590 0.4885 0.5190 0.5505 0.5828 0.6161 0.6503 0.6855 0.7215 0.7585 0.7965 0.8353 0.8751 0.9158 0.9574 1.0000 Hrad: 0.2166 0.4032 0.5717 0.7285 0.8810 0.8609 0.7695 0.6897 0.6329 0.5948 0.5702 0.5551 0.5467 0.5433 0.5434 0.5464 0.5514 0.5582 0.5662 0.5754 0.5855 0.5963 0.6077 0.6196 0.6320 0.6448 0.6579 0.6713 0.6849 0.6988 0.7128 0.7271 0.7415 0.7560 0.7707 0.7855 0.8003 0.8153 0.8304 0.8455 0.8607 0.8760 0.8913 0.9067 0.9221 0.9376 0.9532 0.9687 0.9844 1.0000 Width: 0.0120 0.0141 0.0163 0.0184 0.0294 0.0510 0.0725 0.0941 0.1157 0.1373 0.1588 0.1804 0.2020 0.2235 0.2451 0.2667 0.2882 0.3098 0.3314 0.3529 0.3745 0.3961 0.4176 0.4392 0.4608 0.4824 0.5039 0.5255 0.5471 0.5686 0.5902 0.6118 0.6333 0.6549 0.6765 0.6980 0.7196 0.7412 0.7627 0.7843 0.8059 0.8275 0.8490 0.8706 0.8922 0.9137 0.9353 0.9569 0.9784 1.0000 Transect 38+56+151 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 Page 63 100yr Canal Importation Hydrology Update.txt 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 17 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0563 0.1126 0.1690 0.2394 0.3168 0.3675 0.4034 0.4308 0.4531 0.4722 0.4893 0.5050 0.5199 0.5341 0.5478 0.5612 0.5745 0.5875 0.6005 0.6133 0.6261 0.6389 0.6517 0.6644 0.6771 0.6899 0.7026 0.7154 0.7281 0.7409 0.7537 0.7665 0.7794 0.7922 0.8051 0.8179 0.8308 0.8438 0.8567 0.8696 0.8826 0.8956 0.9086 0.9216 0.9346 0.9477 0.9607 0.9738 0.9869 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 117 Area: 0.0003 0.0014 0.0031 0.0055 0.0087 0.0127 0.0175 0.0231 0.0296 0.0369 0.0450 0.0539 0.0636 0.0742 0.0855 0.0977 0.1108 0.1246 0.1392 0.1547 0.1710 0.1881 0.2061 0.2248 0.2444 0.2648 0.2860 0.3080 0.3309 0.3545 Page 64 100yr Canal Importation Hydrology Update.txt 0.3790 0.4043 0.4305 0.4574 0.4852 0.5138 0.5432 0.5734 0.6044 0.6363 0.6690 0.7025 0.7368 0.7719 0.8079 0.8447 0.8823 0.9207 0.9599 1.0000 Hrad: 0.0530 0.1060 0.1590 0.2256 0.3000 0.3496 0.3852 0.4129 0.4357 0.4554 0.4732 0.4897 0.5052 0.5201 0.5346 0.5487 0.5626 0.5763 0.5899 0.6033 0.6167 0.6300 0.6433 0.6566 0.6698 0.6830 0.6962 0.7094 0.7226 0.7358 0.7489 0.7621 0.7753 0.7885 0.8017 0.8149 0.8281 0.8413 0.8545 0.8677 0.8809 0.8941 0.9073 0.9206 0.9338 0.9470 0.9603 0.9735 0.9867 1.0000 Width: 0.0169 0.0338 0.0506 0.0685 0.0888 0.1090 0.1293 0.1495 0.1698 0.1900 0.2103 0.2305 0.2508 0.2710 0.2913 0.3115 0.3318 0.3520 0.3723 0.3925 0.4128 0.4330 0.4533 0.4735 0.4938 0.5140 0.5343 0.5545 0.5748 0.5950 0.6153 0.6355 0.6558 0.6760 0.6963 0.7165 0.7368 0.7570 0.7773 0.7975 0.8178 0.8380 0.8583 0.8785 0.8988 0.9190 0.9393 0.9595 0.9798 1.0000 Transect 529+520 Area: 0.0003 0.0013 0.0030 0.0055 0.0092 0.0137 0.0190 0.0251 0.0320 0.0397 0.0482 0.0574 0.0675 0.0784 0.0900 0.1025 0.1158 0.1298 0.1447 0.1603 0.1768 0.1940 0.2120 0.2309 0.2505 0.2709 0.2922 0.3142 0.3370 0.3606 0.3850 0.4102 0.4362 0.4630 0.4906 0.5190 0.5482 0.5781 0.6089 0.6405 0.6729 0.7060 0.7400 0.7747 0.8103 0.8466 0.8838 0.9217 0.9605 1.0000 Hrad: 0.0490 0.0980 0.1470 0.1727 0.2474 0.3028 0.3459 0.3809 0.4105 0.4362 0.4591 0.4799 0.4992 0.5173 0.5344 0.5507 0.5665 0.5818 0.5966 0.6112 0.6254 0.6395 0.6533 0.6669 0.6805 0.6939 0.7071 0.7203 0.7334 0.7465 0.7595 0.7724 0.7853 0.7981 0.8109 0.8236 0.8364 0.8491 0.8617 0.8744 0.8870 0.8996 0.9122 0.9248 0.9373 0.9499 0.9624 0.9750 0.9875 1.0000 Width: 0.0166 0.0332 0.0498 0.0828 0.1028 0.1227 0.1426 0.1626 0.1825 0.2025 Page 65 100yr Canal Importation Hydrology Update.txt 0.2224 0.2423 0.2623 0.2822 0.3022 0.3221 0.3420 0.3620 0.3819 0.4018 0.4218 0.4417 0.4617 0.4816 0.5015 0.5215 0.5414 0.5614 0.5813 0.6012 0.6212 0.6411 0.6610 0.6810 0.7009 0.7209 0.7408 0.7607 0.7807 0.8006 0.8206 0.8405 0.8604 0.8804 0.9003 0.9202 0.9402 0.9601 0.9801 1.0000 ********************************************************* NOTE: The summary statistics displayed in this report are based on results found at every computational time step, not just on results from each reporting time step. ********************************************************* **************** Analysis Options **************** Flow Units ............... CFS Process Models: Rainfall/Runoff ........ YES RDII ................... NO Snowmelt ............... NO Groundwater ............ NO Flow Routing ........... YES Ponding Allowed ........ YES Water Quality .......... NO Infiltration Method ...... HORTON Flow Routing Method ...... DYNWAVE Starting Date ............ 01/01/2013 00:00:00 Ending Date .............. 01/02/2013 00:00:00 Antecedent Dry Days ...... 0.0 Report Time Step ......... 00:01:00 Wet Time Step ............ 00:00:10 Dry Time Step ............ 01:00:00 Routing Time Step ........ 5.00 sec Variable Time Step ....... YES Maximum Trials ........... 8 Number of Threads ........ 1 Head Tolerance ........... 0.005000 ft ********************* Control Actions Taken ********************* ************************** Volume Depth Runoff Quantity Continuity acre-feet inches ************************** --------- ------- Total Precipitation ...... 975.112 3.669 Evaporation Loss ......... 0.000 0.000 Page 66 100yr Canal Importation Hydrology Update.txt Infiltration Loss ........ 241.813 0.910 Surface Runoff ........... 725.695 2.731 Final Storage ............ 7.617 0.029 Continuity Error (%) ..... -0.001 ************************** Volume Volume Flow Routing Continuity acre-feet 10^6 gal ************************** --------- --------- Dry Weather Inflow ....... 0.000 0.000 Wet Weather Inflow ....... 680.040 221.601 Groundwater Inflow ....... 0.000 0.000 RDII Inflow .............. 0.000 0.000 External Inflow .......... 464.249 151.283 External Outflow ......... 1005.242 327.573 Flooding Loss ............ 42.995 14.010 Evaporation Loss ......... 0.000 0.000 Exfiltration Loss ........ 0.000 0.000 Initial Stored Volume .... 0.111 0.036 Final Stored Volume ...... 97.831 31.880 Continuity Error (%) ..... -0.146 ************************* Highest Continuity Errors ************************* Node 308 (34.65%) Node 636 (-9.95%) Node 310 (8.37%) Node 621 (7.63%) Node 396 (6.84%) *************************** Time-Step Critical Elements *************************** Link 303 (96.76%) Link A02 (2.27%) ******************************** Highest Flow Instability Indexes ******************************** Link 390out (33) Link 349out (16) Link A03 (16) Link A01_to_RedFoxPond (14) Link A02 (14) ************************* Routing Time Step Summary ************************* Page 67 100yr Canal Importation Hydrology Update.txt Minimum Time Step : 0.48 sec Average Time Step : 0.60 sec Maximum Time Step : 5.00 sec Percent in Steady State : -0.00 Average Iterations per Step : 2.15 Percent Not Converging : 1.20 *************************** Subcatchment Runoff Summary *************************** -------------------------------------------------------------------------------------------------------- Total Total Total Total Total Total Peak Runoff Precip Runon Evap Infil Runoff Runoff Runoff Coeff Subcatchment in in in in in 10^6 gal CFS -------------------------------------------------------------------------------------------------------- 1 3.67 0.00 0.00 0.75 2.89 0.60 70.16 0.787 2 3.67 0.00 0.00 1.13 2.52 2.09 166.07 0.686 3 3.67 0.00 0.00 0.80 2.84 3.02 378.12 0.775 4 3.67 0.00 0.00 0.86 2.78 1.68 164.56 0.758 5 3.67 0.00 0.00 0.72 2.91 1.69 164.23 0.794 6 3.67 0.00 0.00 0.85 2.79 0.52 53.01 0.760 7 3.67 0.00 0.00 1.58 2.08 1.04 47.79 0.566 8 3.67 0.00 0.00 0.77 2.87 1.00 106.18 0.781 9 3.67 0.00 0.00 0.53 3.09 1.07 124.57 0.842 10 3.67 0.00 0.00 1.29 2.37 4.14 268.82 0.645 11 3.67 0.00 0.00 0.42 3.20 2.01 206.98 0.872 12 3.67 0.00 0.00 1.18 2.48 1.21 104.16 0.675 13 3.67 0.00 0.00 1.22 2.44 0.19 25.73 0.666 14 3.67 0.00 0.00 0.76 2.87 0.26 28.47 0.783 15 3.67 0.00 0.00 1.07 2.58 2.10 209.32 0.704 16 3.67 0.00 0.00 0.76 2.87 1.07 116.58 0.783 17 3.67 0.00 0.00 0.78 2.85 1.98 198.39 0.778 18 3.67 0.00 0.00 0.78 2.85 3.96 396.65 0.778 19 3.67 0.00 0.00 0.41 3.21 0.84 91.17 0.875 20 3.67 0.00 0.00 0.41 3.20 2.49 258.81 0.873 21 3.67 0.00 0.00 0.80 2.83 1.71 158.33 0.772 22 3.67 0.00 0.00 0.54 3.08 0.81 91.45 0.840 24 3.67 0.00 0.00 1.03 2.62 0.36 41.63 0.713 25 3.67 0.00 0.00 0.77 2.87 1.08 114.50 0.781 26 3.67 0.00 0.00 0.80 2.83 1.68 155.50 0.772 27 3.67 0.00 0.00 0.78 2.85 7.52 753.65 0.778 28 3.67 0.00 0.00 0.95 2.69 4.27 409.49 0.734 29 3.67 0.00 0.00 0.78 2.86 4.17 425.26 0.779 30 3.67 0.00 0.00 0.77 2.87 2.13 229.98 0.782 31 3.67 0.00 0.00 1.29 2.37 0.92 86.39 0.646 32 3.67 0.00 0.00 0.79 2.85 2.57 249.89 0.776 33 3.67 0.00 0.00 0.61 3.02 0.55 62.82 0.822 34 3.67 0.00 0.00 1.01 2.64 1.72 162.61 0.719 35 3.67 0.00 0.00 1.27 2.39 0.76 77.90 0.651 36 3.67 0.00 0.00 0.41 3.21 0.63 68.22 0.875 37 3.67 0.00 0.00 0.41 3.21 0.27 29.82 0.875 Page 68 100yr Canal Importation Hydrology Update.txt 38 3.67 0.00 0.00 1.24 2.42 0.15 18.43 0.660 39 3.67 0.00 0.00 0.41 3.21 0.64 69.73 0.875 40 3.67 0.00 0.00 1.30 2.36 0.56 51.87 0.644 41 3.67 0.00 0.00 0.41 3.20 1.31 137.77 0.873 42 3.67 0.00 0.00 0.41 3.20 3.92 412.51 0.873 43 3.67 0.00 0.00 0.79 2.85 2.07 230.62 0.776 44 3.67 0.00 0.00 0.84 2.80 1.10 115.30 0.762 45 3.67 0.00 0.00 1.30 2.35 3.21 203.24 0.641 46 3.67 0.00 0.00 0.97 2.67 5.87 499.62 0.728 47 3.67 0.00 0.00 0.78 2.86 2.55 263.45 0.779 48 3.67 0.00 0.00 0.41 3.20 4.33 450.71 0.873 49 3.67 0.00 0.00 0.77 2.87 1.00 105.45 0.781 50 3.67 0.00 0.00 0.94 2.70 0.51 64.56 0.736 51 3.67 0.00 0.00 1.00 2.65 0.32 41.55 0.722 52 3.67 0.00 0.00 1.31 2.34 8.59 536.67 0.639 53 3.67 0.00 0.00 1.48 2.18 9.20 499.81 0.594 54 3.67 0.00 0.00 0.41 3.21 2.93 310.81 0.874 55 3.67 0.00 0.00 0.41 3.21 0.95 104.45 0.875 56 3.67 0.00 0.00 0.76 2.88 1.02 113.49 0.784 57 3.67 0.00 0.00 0.76 2.88 0.91 102.45 0.785 58 3.67 0.00 0.00 1.50 2.16 0.85 44.40 0.589 59 3.67 0.00 0.00 1.17 2.48 3.71 269.69 0.675 60 3.67 0.00 0.00 0.78 2.86 4.53 464.45 0.779 61 3.67 0.00 0.00 1.22 2.44 0.22 29.23 0.666 62 3.67 0.00 0.00 0.74 2.89 0.39 46.16 0.789 63 3.67 0.00 0.00 1.22 2.44 0.23 30.24 0.664 64 3.67 0.00 0.00 0.75 2.88 1.03 118.06 0.786 65 3.67 0.00 0.00 1.21 2.45 0.54 42.56 0.667 66 3.67 0.00 0.00 0.69 2.95 0.94 106.27 0.803 67 3.67 0.00 0.00 0.54 3.08 0.66 73.76 0.839 68 3.67 0.00 0.00 0.94 2.71 3.09 297.52 0.738 69 3.67 0.00 0.00 0.77 2.86 2.04 212.31 0.780 70 3.67 0.00 0.00 0.85 2.79 2.01 206.75 0.761 71 3.67 0.00 0.00 0.79 2.85 2.35 233.11 0.777 72 3.67 0.00 0.00 0.78 2.85 2.32 231.52 0.777 73 3.67 0.00 0.00 0.79 2.85 1.04 102.81 0.776 74 3.67 0.00 0.00 0.77 2.87 1.08 114.55 0.781 75 3.67 0.00 0.00 0.56 3.06 2.73 278.89 0.835 76 3.67 0.00 0.00 0.77 2.86 2.06 214.51 0.780 81 3.67 0.00 0.00 1.10 2.56 0.72 86.46 0.697 82 3.67 0.00 0.00 1.10 2.55 0.90 105.66 0.695 83 3.67 0.00 0.00 1.11 2.54 1.35 152.50 0.693 84 3.67 0.00 0.00 1.12 2.53 4.01 427.42 0.690 85 3.67 0.00 0.00 1.14 2.51 1.26 125.12 0.685 86 3.67 0.00 0.00 0.83 2.81 1.17 129.46 0.765 87 3.67 0.00 0.00 0.75 2.89 0.44 51.34 0.787 88 3.67 0.00 0.00 1.13 2.53 1.61 168.54 0.689 89 3.67 0.00 0.00 0.83 2.81 1.37 152.33 0.765 90 3.67 0.00 0.00 1.06 2.59 0.21 28.70 0.707 91 3.67 0.00 0.00 1.28 2.38 0.81 81.11 0.649 92 3.67 0.00 0.00 0.76 2.88 1.41 156.27 0.784 93 3.67 0.00 0.00 0.76 2.87 0.59 64.92 0.783 94 3.67 0.00 0.00 0.75 2.88 0.62 70.37 0.785 Page 69 100yr Canal Importation Hydrology Update.txt 95 3.67 0.00 0.00 1.19 2.46 2.20 178.61 0.670 96 3.67 0.00 0.00 1.08 2.58 0.72 94.95 0.703 97 3.67 0.00 0.00 1.08 2.57 0.94 120.57 0.701 98 3.67 0.00 0.00 0.13 3.47 0.26 27.94 0.946 99 3.67 0.00 0.00 1.13 2.52 0.82 72.18 0.688 108 3.67 0.00 0.00 0.41 3.21 0.77 83.42 0.875 109 3.67 0.00 0.00 0.77 2.87 1.14 121.35 0.781 110 3.67 0.00 0.00 0.77 2.87 1.44 152.45 0.781 111 3.67 0.00 0.00 0.07 3.53 2.36 246.20 0.963 112 3.67 0.00 0.00 0.75 2.88 0.87 99.16 0.785 113 3.67 0.00 0.00 0.79 2.85 1.04 102.09 0.776 114 3.67 0.00 0.00 0.69 2.94 1.13 125.27 0.802 115 3.67 0.00 0.00 0.42 3.20 1.75 175.83 0.872 116 3.67 0.00 0.00 0.42 3.20 0.67 69.15 0.873 117 3.67 0.00 0.00 0.41 3.21 0.97 103.36 0.874 118 3.67 0.00 0.00 0.40 3.22 0.29 32.53 0.877 119 3.67 0.00 0.00 0.79 2.84 1.90 183.62 0.775 120 3.67 0.00 0.00 0.80 2.83 2.65 245.30 0.772 121 3.67 0.00 0.00 0.46 3.16 0.32 36.34 0.860 122 3.67 0.00 0.00 0.60 3.03 0.44 52.20 0.825 123 3.67 0.00 0.00 1.19 2.47 0.30 43.06 0.675 124 3.67 0.00 0.00 1.01 2.64 0.45 59.50 0.720 130 3.67 0.00 0.00 1.12 2.54 0.19 26.84 0.691 131 3.67 0.00 0.00 1.19 2.47 0.10 14.29 0.673 132 3.67 0.00 0.00 0.76 2.88 1.13 125.96 0.784 133 3.67 0.00 0.00 0.78 2.86 2.58 261.29 0.778 134 3.67 0.00 0.00 0.77 2.87 2.41 256.92 0.781 135 3.67 0.00 0.00 0.78 2.86 9.93 1021.90 0.779 138 3.67 0.00 0.00 0.79 2.84 5.57 538.27 0.775 139 3.67 0.00 0.00 1.50 2.16 3.01 157.99 0.589 140 3.67 0.00 0.00 1.38 2.27 3.50 197.11 0.618 141 3.67 0.00 0.00 0.54 3.08 0.53 58.94 0.839 142 3.67 0.00 0.00 1.10 2.56 0.80 95.98 0.697 143 3.67 0.00 0.00 1.00 2.64 0.60 58.51 0.720 195 3.67 0.00 0.00 1.24 2.42 1.90 167.95 0.660 219 3.67 0.00 0.00 0.77 2.86 1.85 194.37 0.780 222 3.67 0.00 0.00 1.29 2.37 0.30 28.43 0.646 224 3.67 0.00 0.00 1.18 2.48 0.43 49.90 0.676 295 3.67 0.00 0.00 1.23 2.43 0.70 63.46 0.661 423 3.67 0.00 0.00 0.82 2.82 0.07 7.96 0.768 433 3.67 0.00 0.00 0.69 2.95 0.10 10.83 0.803 495 3.67 0.00 0.00 0.26 3.35 0.49 53.60 0.912 503 3.67 0.00 0.00 0.13 3.47 0.06 5.82 0.945 506 3.67 0.00 0.00 0.66 2.97 0.19 23.43 0.810 507 3.67 0.00 0.00 0.66 2.97 0.30 36.12 0.810 508 3.67 0.00 0.00 0.66 2.97 0.17 20.50 0.810 509 3.67 0.00 0.00 0.90 2.75 0.07 7.66 0.749 513 3.67 0.00 0.00 0.79 2.85 0.22 21.45 0.777 519 3.67 0.00 0.00 0.84 2.80 0.12 12.77 0.762 520 3.67 0.00 0.00 0.95 2.70 0.12 15.48 0.736 523 3.67 0.00 0.00 0.69 2.94 0.25 27.05 0.801 529 3.67 0.00 0.00 0.07 3.53 0.07 6.94 0.963 530 3.67 0.00 0.00 0.95 2.70 0.18 22.75 0.736 Page 70 100yr Canal Importation Hydrology Update.txt 533 3.67 0.00 0.00 0.70 2.93 0.46 49.29 0.800 539 3.67 0.00 0.00 0.68 2.96 0.10 11.28 0.806 540 3.67 0.00 0.00 0.70 2.93 0.77 80.51 0.799 543 3.67 0.00 0.00 0.69 2.94 0.26 28.11 0.802 549 3.67 0.00 0.00 0.78 2.85 0.31 31.23 0.778 550 3.67 0.00 0.00 0.69 2.94 0.45 49.32 0.801 553 3.67 0.00 0.00 0.98 2.66 0.58 61.77 0.726 559 3.67 0.00 0.00 0.33 3.28 0.08 8.85 0.894 560 3.67 0.00 0.00 0.70 2.93 0.34 35.72 0.799 563 3.67 0.00 0.00 0.34 3.27 0.13 14.20 0.892 569 3.67 0.00 0.00 0.69 2.94 0.27 29.44 0.801 570 3.67 0.00 0.00 0.70 2.93 0.18 19.55 0.800 573 3.67 0.00 0.00 0.70 2.94 0.07 7.70 0.800 577 3.67 0.00 0.00 0.66 2.97 0.56 68.33 0.810 578 3.67 0.00 0.00 1.32 2.34 0.66 75.70 0.639 579 3.67 0.00 0.00 0.69 2.94 0.22 24.55 0.801 580 3.67 0.00 0.00 0.70 2.93 0.57 58.89 0.798 583 3.67 0.00 0.00 0.69 2.94 0.16 17.31 0.801 587 3.67 0.00 0.00 0.59 3.03 0.32 38.20 0.827 588 3.67 0.00 0.00 1.17 2.48 0.60 71.18 0.677 589 3.67 0.00 0.00 0.69 2.94 1.24 134.74 0.801 593 3.67 0.00 0.00 0.54 3.08 0.23 26.16 0.839 597 3.67 0.00 0.00 0.66 2.97 0.90 108.36 0.810 598 3.67 0.00 0.00 0.40 3.21 0.15 16.57 0.876 720 3.67 0.00 0.00 0.41 3.20 0.40 41.62 0.873 820 3.67 0.00 0.00 0.41 3.20 0.65 67.91 0.873 978 3.67 0.00 0.00 0.61 3.02 0.89 101.60 0.823 ****************** Node Depth Summary ****************** --------------------------------------------------------------------------------- Average Maximum Maximum Time of Max Reported Depth Depth HGL Occurrence Max Depth Node Type Feet Feet Feet days hr:min Feet --------------------------------------------------------------------------------- 205 JUNCTION 0.20 11.23 5076.23 0 00:44 11.23 220 JUNCTION 0.01 0.43 5064.43 0 00:50 0.43 241 JUNCTION 0.82 1.61 5021.61 0 01:10 1.61 242 JUNCTION 2.08 3.83 5013.83 0 01:16 3.83 244 JUNCTION 0.86 1.74 5017.74 0 01:12 1.74 272 JUNCTION 2.47 4.36 5080.36 0 01:14 4.36 276 JUNCTION 1.10 2.55 5064.55 0 00:59 2.55 290 JUNCTION 0.22 0.60 5123.10 0 00:46 0.59 300 JUNCTION 1.03 2.98 5106.98 0 00:41 2.97 302 JUNCTION 0.00 0.01 5111.80 0 00:40 0.01 303 JUNCTION 1.44 2.72 5114.51 0 01:04 2.67 306 JUNCTION 0.02 0.15 5112.35 0 00:49 0.15 311 JUNCTION 0.01 0.02 5032.02 0 00:40 0.02 536 JUNCTION 0.01 0.65 5052.85 0 00:41 0.65 621 JUNCTION 0.01 0.37 5055.27 0 00:43 0.37 Page 71 100yr Canal Importation Hydrology Update.txt 622 JUNCTION 0.03 0.40 5032.40 0 00:47 0.40 636 JUNCTION 0.03 0.60 5055.50 0 00:43 0.60 638 JUNCTION 0.03 0.55 5078.55 0 01:45 0.55 850 JUNCTION 0.03 2.26 5052.90 0 00:45 2.26 852 JUNCTION 0.03 2.80 5051.92 0 00:45 2.78 853 JUNCTION 0.40 5.20 5071.20 0 00:53 5.20 854 JUNCTION 0.13 5.56 5089.56 0 00:47 5.56 855 JUNCTION 0.06 4.72 5096.72 0 00:45 4.72 856 JUNCTION 0.02 2.73 5106.73 0 00:40 2.72 859 JUNCTION 0.02 0.09 5052.09 0 00:46 0.09 860 JUNCTION 0.60 1.82 5103.82 0 00:48 1.82 861 JUNCTION 2.40 4.22 5084.22 0 01:16 4.22 862 JUNCTION 2.18 4.60 5076.60 0 00:41 4.60 863 JUNCTION 0.00 0.01 5056.01 0 00:58 0.01 864 JUNCTION 0.49 0.92 5030.92 0 01:07 0.92 867 JUNCTION 1.50 3.86 5117.86 0 00:40 3.86 869 JUNCTION 0.04 2.80 5055.14 0 00:41 2.79 870 JUNCTION 0.99 11.91 5055.44 0 00:42 11.80 871 JUNCTION 2.36 9.62 5051.12 0 00:46 9.57 872 JUNCTION 2.19 9.20 5049.77 0 00:46 9.13 873 JUNCTION 2.10 8.69 5048.51 0 00:46 8.66 874 JUNCTION 0.87 4.97 5052.68 0 01:15 4.97 879 JUNCTION 0.00 0.01 5050.01 0 00:41 0.01 995 JUNCTION 0.96 13.12 5059.12 0 00:47 13.12 A01 JUNCTION 0.01 0.99 5037.99 0 00:53 0.78 A02 JUNCTION 1.07 5.80 5042.90 0 00:43 5.68 A03 JUNCTION 2.19 7.99 5045.12 0 00:44 7.34 A04 JUNCTION 2.24 8.27 5045.53 0 00:45 8.13 A05 JUNCTION 2.02 7.93 5046.07 0 00:46 7.85 A06 JUNCTION 1.97 7.88 5046.39 0 00:45 7.64 A07 JUNCTION 2.05 8.01 5047.02 0 00:46 7.99 A08 JUNCTION 2.13 8.16 5047.28 0 00:45 8.14 A09 JUNCTION 2.16 8.26 5047.51 0 00:46 8.25 A10 JUNCTION 2.34 8.62 5047.89 0 00:46 8.54 A11 JUNCTION 2.34 8.76 5048.18 0 00:46 8.71 A14 JUNCTION 2.14 9.18 5050.23 0 00:46 9.12 A15 JUNCTION 2.19 9.27 5050.49 0 00:46 9.21 A16a JUNCTION 2.27 10.07 5051.69 0 00:46 9.98 A17 JUNCTION 1.91 10.29 5052.28 0 00:42 10.22 A19 JUNCTION 0.95 11.52 5054.92 0 00:42 11.45 A21 JUNCTION 0.97 12.16 5055.83 0 00:42 12.08 A22 JUNCTION 0.95 12.24 5056.32 0 00:42 12.15 A23 JUNCTION 0.94 12.07 5056.47 0 00:42 11.99 A24 JUNCTION 0.96 12.04 5056.56 0 00:42 11.99 A25 JUNCTION 0.91 11.73 5056.95 0 00:42 11.70 A26 JUNCTION 0.76 13.06 5058.72 0 00:46 13.03 A27 JUNCTION 0.92 12.95 5058.84 0 00:46 12.94 A28 JUNCTION 1.07 13.20 5059.07 0 00:46 13.20 A30 JUNCTION 1.39 11.31 5058.01 0 00:51 11.28 A31 JUNCTION 1.90 12.81 5060.83 0 02:26 12.79 Avery_LowFlow_1 JUNCTION 2.52 7.01 5051.66 0 00:46 6.94 Avery_LowFlow_2 JUNCTION 3.04 6.94 5052.47 0 02:02 6.93 Avery_LowFlow_3 JUNCTION 3.57 7.90 5054.43 0 02:06 7.89 Page 72 100yr Canal Importation Hydrology Update.txt Avery_Outlet JUNCTION 1.04 2.84 5051.53 0 02:43 2.84 GC_2 JUNCTION 0.02 3.05 5052.82 0 00:45 3.05 GC_3 JUNCTION 0.02 2.41 5052.85 0 00:45 2.41 GC_5 JUNCTION 0.01 0.91 5056.21 0 00:40 0.90 I10 JUNCTION 0.02 3.37 5058.08 0 00:40 3.30 I12 JUNCTION 0.06 5.15 5052.56 0 00:43 5.11 I12-1 JUNCTION 0.87 7.37 5051.77 0 00:46 7.28 I13 JUNCTION 0.01 3.20 5055.78 0 00:42 2.74 I17 JUNCTION 0.13 13.43 5059.75 0 00:42 13.41 I17-1 JUNCTION 0.24 11.18 5056.97 0 00:42 11.06 I2 JUNCTION 0.02 4.47 5055.53 0 00:40 4.44 I2-1 JUNCTION 0.02 2.84 5053.42 0 00:40 2.83 I3 JUNCTION 0.01 2.44 5055.13 0 00:40 2.42 I3-1 JUNCTION 0.01 2.22 5057.29 0 00:40 2.12 I4 JUNCTION 0.03 6.92 5058.27 0 00:40 6.89 I5 JUNCTION 0.01 1.43 5057.24 0 00:40 1.42 I6-1 JUNCTION 0.02 2.84 5051.13 0 00:46 2.80 I6-2 JUNCTION 0.05 2.99 5052.43 0 00:45 2.98 I6-3 JUNCTION 0.02 2.64 5052.52 0 00:47 2.64 I6-4 JUNCTION 0.03 3.07 5053.05 0 00:40 3.04 I7 JUNCTION 0.01 1.11 5057.78 0 00:40 1.10 I7-1 JUNCTION 0.02 2.44 5055.47 0 00:40 2.40 I8 JUNCTION 0.02 3.47 5058.47 0 00:40 3.41 IB-1 JUNCTION 0.05 2.82 5053.32 0 00:41 2.82 IB-3 JUNCTION 0.08 5.35 5052.68 0 01:14 5.35 Inlet_Skyline JUNCTION 3.50 3.86 5053.36 0 00:40 3.86 Inlet2_Skyline JUNCTION 3.50 3.80 5053.30 0 00:40 3.80 J1 JUNCTION 0.01 0.68 5110.68 0 00:40 0.68 J10 JUNCTION 0.02 1.02 5149.02 0 00:43 1.02 J101 JUNCTION 0.01 0.51 5108.51 0 00:41 0.51 J102 JUNCTION 0.10 10.71 5094.71 0 00:43 10.71 J103 JUNCTION 0.15 11.14 5083.14 0 00:41 11.13 J105 JUNCTION 0.78 12.76 5067.26 0 00:46 12.76 J108 JUNCTION 0.42 0.69 5069.69 0 00:40 0.68 J110 JUNCTION 0.43 1.02 5118.82 0 02:27 1.02 J113 JUNCTION 0.00 0.00 5110.00 0 00:00 0.00 J115 JUNCTION 0.05 4.74 5100.74 0 00:49 4.73 J116 JUNCTION 2.04 5.24 5091.24 0 00:59 5.24 J117 JUNCTION 0.02 0.68 5093.68 0 00:42 0.68 J118 JUNCTION 0.04 2.51 5078.51 0 00:49 2.51 J120 JUNCTION 0.04 0.99 5061.99 0 00:42 0.99 J121 JUNCTION 0.01 0.55 5066.55 0 00:42 0.55 J123 JUNCTION 0.03 0.72 5060.72 0 00:42 0.72 J125 JUNCTION 0.01 0.53 5114.53 0 00:40 0.53 J127 JUNCTION 0.67 2.99 5078.99 0 00:47 2.99 J135 JUNCTION 1.33 2.09 5036.99 0 02:34 2.09 J137 JUNCTION 0.01 1.18 5052.68 0 00:40 1.18 J139 JUNCTION 0.00 0.46 5034.46 0 00:40 0.45 J148 JUNCTION 0.19 0.28 5067.28 0 00:47 0.28 J149 JUNCTION 0.03 0.74 5114.74 0 00:48 0.74 J152 JUNCTION 0.01 0.78 5206.78 0 00:41 0.78 J153 JUNCTION 1.02 1.25 5133.25 0 02:59 1.25 J155 JUNCTION 0.02 0.76 5133.76 0 00:41 0.76 Page 73 100yr Canal Importation Hydrology Update.txt J158 JUNCTION 0.01 0.43 5142.43 0 01:12 0.43 J159 JUNCTION 0.03 2.35 5116.35 0 00:52 2.35 J167 JUNCTION 0.24 2.56 5116.56 0 00:48 2.56 J17 JUNCTION 0.03 1.29 5104.29 0 00:40 1.29 J181 JUNCTION 0.05 1.09 5217.09 0 00:43 1.09 J183 JUNCTION 0.01 1.15 5195.15 0 00:41 1.15 J184 JUNCTION 0.01 1.74 5213.74 0 00:41 1.74 J189 JUNCTION 0.02 0.61 5148.61 0 00:41 0.61 J190 JUNCTION 0.05 4.78 5130.28 0 00:52 4.78 J191 JUNCTION 2.13 5.41 5126.21 0 00:41 5.41 J2 JUNCTION 0.08 10.72 5100.72 0 00:41 10.72 J21 JUNCTION 0.00 0.41 5073.41 0 00:40 0.41 J22 JUNCTION 0.01 0.43 5062.43 0 00:36 0.43 J25 JUNCTION 0.01 0.62 5122.62 0 00:40 0.61 J26 JUNCTION 0.02 0.84 5126.84 0 00:40 0.84 J27 JUNCTION 0.70 3.26 5091.26 0 00:41 3.26 J28 JUNCTION 0.06 4.18 5081.18 0 00:49 4.18 J29 JUNCTION 0.21 3.26 5089.26 0 00:40 3.26 J3 JUNCTION 0.13 11.13 5089.13 0 00:40 11.12 J30 JUNCTION 0.06 0.95 5102.95 0 00:40 0.95 J32 JUNCTION 0.01 0.70 5076.70 0 00:40 0.70 J326north JUNCTION 0.01 0.01 5114.01 0 00:40 0.01 J326west JUNCTION 0.02 0.03 5108.03 0 00:40 0.03 J33 JUNCTION 0.01 0.41 5062.41 0 00:40 0.41 J34 JUNCTION 0.01 0.46 5145.46 0 00:40 0.46 J36 JUNCTION 0.02 0.94 5058.94 0 00:40 0.94 J38 JUNCTION 0.04 1.13 5095.13 0 00:40 1.13 J39 JUNCTION 0.01 2.10 5047.80 0 00:40 2.10 J390 JUNCTION 0.01 0.03 5154.03 0 00:42 0.03 J4 JUNCTION 0.02 0.93 5078.93 0 00:40 0.92 J40 JUNCTION 0.79 1.38 5033.38 0 01:06 1.38 J418 JUNCTION 0.00 0.12 5052.12 0 00:53 0.12 J423 JUNCTION 0.00 0.77 5056.22 0 00:41 0.76 J424 JUNCTION 0.00 0.19 5057.69 0 00:40 0.19 J43 JUNCTION 3.42 4.69 5008.69 0 01:19 4.69 J433 JUNCTION 0.00 0.79 5056.24 0 00:40 0.78 J45 JUNCTION 0.01 0.75 5156.75 0 00:40 0.75 J46 JUNCTION 0.09 1.38 5139.78 0 00:42 1.38 J47 JUNCTION 0.02 1.07 5118.07 0 00:40 1.07 J48 JUNCTION 0.03 1.18 5128.18 0 00:40 1.17 J5 JUNCTION 0.03 1.00 5078.00 0 00:40 0.99 J506 JUNCTION 0.01 0.41 5066.91 0 00:40 0.41 J507 JUNCTION 0.01 0.51 5064.51 0 00:40 0.51 J508 JUNCTION 0.01 0.32 5069.32 0 00:40 0.32 J513 JUNCTION 0.00 0.16 5061.73 0 00:40 0.16 J519 JUNCTION 0.00 0.15 5052.15 0 00:40 0.15 J520 JUNCTION 0.00 0.09 5054.09 0 00:40 0.09 J523 JUNCTION 0.01 0.29 5064.54 0 00:40 0.29 J529 JUNCTION 0.01 0.22 5054.22 0 00:40 0.22 J53 JUNCTION 0.08 3.26 5161.26 0 00:56 3.26 J530 JUNCTION 0.00 0.13 5054.13 0 00:40 0.13 J533 JUNCTION 0.01 0.36 5066.36 0 00:40 0.36 J539 JUNCTION 0.01 0.76 5054.76 0 00:40 0.76 Page 74 100yr Canal Importation Hydrology Update.txt J540 JUNCTION 0.02 0.63 5060.13 0 00:40 0.63 J543 JUNCTION 0.01 3.12 5054.82 0 00:40 3.05 J543_US JUNCTION 0.01 0.36 5056.86 0 00:40 0.36 J549 JUNCTION 0.01 1.67 5055.07 0 00:41 1.66 J55 JUNCTION 0.02 0.85 5142.85 0 00:40 0.85 J550 JUNCTION 0.01 0.43 5061.43 0 00:40 0.43 J559 JUNCTION 0.01 0.24 5055.99 0 00:40 0.24 J56 JUNCTION 0.02 0.72 5121.72 0 00:40 0.72 J560 JUNCTION 4.21 4.55 5064.55 0 00:40 4.54 J563 JUNCTION 0.01 0.32 5055.82 0 00:40 0.32 J569 JUNCTION 0.01 0.38 5056.33 0 00:40 0.38 J57 JUNCTION 0.02 1.00 5113.00 0 00:40 1.00 J570 JUNCTION 0.01 0.26 5060.26 0 00:40 0.26 J573 JUNCTION 0.01 0.25 5054.85 0 00:40 0.25 J577 JUNCTION 0.01 0.41 5068.41 0 00:40 0.41 J579 JUNCTION 0.01 0.39 5060.39 0 00:40 0.39 J580 JUNCTION 0.01 0.49 5063.49 0 00:40 0.49 J583 JUNCTION 0.01 0.36 5055.08 0 00:40 0.36 J587 JUNCTION 0.01 0.32 5070.32 0 00:40 0.32 J589 JUNCTION 0.01 0.66 5072.66 0 00:40 0.66 J59 JUNCTION 0.01 1.06 5131.06 0 00:41 1.06 J593 JUNCTION 0.01 0.34 5061.74 0 00:40 0.34 J597 JUNCTION 0.01 0.61 5068.61 0 00:40 0.61 J598 JUNCTION 0.01 0.26 5055.26 0 00:40 0.26 J64 JUNCTION 0.02 0.90 5114.40 0 00:40 0.90 J709 JUNCTION 0.50 2.40 5036.90 0 00:55 2.40 J711 JUNCTION 0.02 2.51 5051.51 0 00:40 2.50 J712 JUNCTION 0.01 0.73 5064.73 0 00:40 0.73 J713 JUNCTION 0.02 0.90 5048.90 0 00:40 0.89 J714 JUNCTION 0.02 0.96 5057.96 0 00:40 0.96 J715 JUNCTION 0.01 1.08 5047.08 0 00:40 1.08 J719 JUNCTION 0.20 6.74 5044.44 0 00:40 6.73 J720 JUNCTION 0.02 1.00 5046.00 0 00:40 1.00 J721 JUNCTION 0.02 0.68 5058.68 0 00:40 0.67 J722 JUNCTION 0.01 0.63 5052.83 0 00:40 0.63 J733 JUNCTION 0.02 1.02 5056.77 0 00:40 1.01 J74 JUNCTION 0.02 0.63 5071.63 0 00:40 0.62 J75 JUNCTION 0.02 0.86 5074.86 0 00:40 0.86 J76 JUNCTION 0.04 0.78 5082.78 0 00:41 0.78 J8 JUNCTION 0.01 0.49 5067.49 0 00:40 0.49 J81 JUNCTION 0.02 1.04 5299.04 0 00:40 1.04 J82 JUNCTION 0.00 0.70 5278.70 0 00:40 0.69 J83 JUNCTION 0.01 0.93 5267.93 0 00:40 0.93 J838 JUNCTION 0.05 1.82 5058.82 0 00:40 1.81 J84 JUNCTION 0.01 1.43 5325.43 0 00:40 1.43 J85 JUNCTION 0.02 2.52 5184.52 0 00:42 2.52 J86 JUNCTION 0.01 0.63 5178.63 0 00:40 0.63 J87 JUNCTION 0.01 0.56 5166.56 0 00:40 0.56 J878 JUNCTION 0.01 0.98 5060.98 0 00:40 0.98 J88 JUNCTION 0.01 1.38 5165.38 0 00:43 1.38 J89 JUNCTION 0.01 0.58 5192.58 0 00:40 0.58 J9 JUNCTION 0.03 0.59 5090.59 0 00:40 0.59 J92 JUNCTION 0.03 0.61 5134.61 0 00:40 0.60 Page 75 100yr Canal Importation Hydrology Update.txt J93 JUNCTION 0.02 0.44 5126.44 0 00:40 0.44 J94 JUNCTION 0.02 0.62 5134.62 0 00:41 0.62 J944 JUNCTION 0.14 1.23 5046.23 0 01:42 1.23 J945 JUNCTION 1.07 5.03 5040.53 0 00:54 5.03 J95 JUNCTION 0.04 2.90 5146.90 0 00:45 2.90 PP_1 JUNCTION 0.34 4.84 5048.54 0 01:21 4.84 PP_2 JUNCTION 1.63 13.86 5051.36 0 00:44 10.97 PP_3 JUNCTION 1.62 14.10 5051.60 0 00:44 10.89 PP_4 JUNCTION 1.55 10.58 5048.08 0 01:25 10.58 Skyline_EX-2 JUNCTION 0.04 3.46 5055.94 0 00:40 3.46 U-1 JUNCTION 0.02 5.31 5053.76 0 00:40 5.29 U-2 JUNCTION 0.02 4.80 5053.14 0 00:40 4.77 U-3 JUNCTION 0.02 2.84 5050.18 0 00:40 2.83 414_dummy JUNCTION 0.10 0.11 5037.08 0 01:25 0.11 278_dummy JUNCTION 0.02 0.03 5047.21 0 01:12 0.03 719_dummy JUNCTION 0.02 0.03 5035.95 0 00:40 0.03 J151 JUNCTION 0.01 0.75 5100.75 0 01:01 0.75 410 JUNCTION 0.29 1.59 5051.59 0 00:55 1.59 290_dummy JUNCTION 0.21 11.38 5133.87 0 00:49 11.38 861_dummy JUNCTION 0.00 0.00 5079.00 0 00:00 0.00 278_outfall OUTFALL 0.00 0.00 5047.08 0 00:00 0.00 299_outfall OUTFALL 0.00 0.00 5116.00 0 00:00 0.00 311_outfall OUTFALL 0.00 0.00 5031.00 0 00:00 0.00 317_outfall OUTFALL 0.00 0.00 5046.00 0 00:00 0.00 318_outfall OUTFALL 0.00 0.00 5036.00 0 00:00 0.00 32_outfall OUTFALL 0.02 0.70 5056.70 0 00:40 0.70 349_outfall OUTFALL 0.00 0.00 5110.00 0 00:00 0.00 356_outfall OUTFALL 0.00 0.00 5109.00 0 00:00 0.00 360_outfall OUTFALL 0.00 0.00 5105.90 0 00:00 0.00 362_outfall OUTFALL 0.00 0.00 5105.90 0 00:00 0.00 364_outfall OUTFALL 0.00 0.00 5106.00 0 00:00 0.00 378_outfall OUTFALL 0.00 0.00 0.00 0 00:00 0.00 414 OUTFALL 0.00 0.00 5036.00 0 00:00 0.00 424_outfall OUTFALL 0.00 0.19 5052.19 0 00:40 0.19 426_spill OUTFALL 0.00 0.00 5043.00 0 00:00 0.00 427_spill OUTFALL 0.00 0.00 5040.00 0 00:00 0.00 428_spill OUTFALL 0.12 0.73 5044.73 0 00:55 0.73 429_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 430 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 441_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 442_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 444_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 445_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 446_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 452_spill OUTFALL 0.00 0.00 0.00 0 00:00 0.00 47_outfall OUTFALL 0.02 1.03 5113.03 0 00:40 1.03 48_outfall OUTFALL 0.03 1.18 5114.18 0 00:40 1.17 519out OUTFALL 0.00 0.12 5050.12 0 00:40 0.12 520_outfall OUTFALL 0.00 0.09 5048.09 0 00:40 0.09 521 OUTFALL 0.02 1.00 5053.90 0 00:30 1.00 522 OUTFALL 0.01 0.42 5044.32 0 00:41 0.42 529out OUTFALL 0.00 0.22 5050.22 0 00:40 0.22 530_outfall OUTFALL 0.00 0.13 5050.13 0 00:40 0.13 Page 76 100yr Canal Importation Hydrology Update.txt 534 OUTFALL 0.00 0.11 5044.11 0 00:46 0.11 538 OUTFALL 0.46 1.10 5079.10 0 00:44 1.10 549_outfall OUTFALL 0.00 0.00 5047.50 0 00:00 0.00 57_outfall OUTFALL 0.01 0.98 5110.98 0 00:40 0.98 634 OUTFALL 0.01 0.51 5044.61 0 01:00 0.51 712_outfall OUTFALL 0.01 0.73 5052.73 0 00:40 0.73 713_outfall OUTFALL 0.01 0.90 5044.90 0 00:40 0.89 714_outfall OUTFALL 0.01 0.96 5052.96 0 00:40 0.96 715_outfall OUTFALL 0.01 1.01 5043.01 0 00:40 1.01 719_outfall OUTFALL 0.00 0.00 5035.82 0 00:00 0.00 720_outfall OUTFALL 0.02 1.00 5043.00 0 00:40 0.99 733_outfall OUTFALL 0.02 1.01 5051.01 0 00:40 1.01 8_outfall OUTFALL 0.01 0.49 5054.49 0 00:40 0.49 802 OUTFALL 0.00 0.75 5052.75 0 00:40 0.75 838_outfall OUTFALL 0.04 1.81 5047.81 0 00:40 1.80 924 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 941 OUTFALL 0.00 0.00 5044.00 0 00:00 0.00 SpringCreekOutfall OUTFALL 1.23 2.77 5002.77 0 06:01 2.76 407 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 408 OUTFALL 0.00 0.00 0.00 0 00:00 0.00 301 DIVIDER 1.47 1.80 5113.60 0 02:11 1.80 438 DIVIDER 0.52 1.81 5080.81 0 01:42 1.81 434 DIVIDER 0.02 0.91 5045.91 0 00:44 0.91 421 DIVIDER 0.03 2.30 5055.30 0 00:40 2.30 422 DIVIDER 0.01 0.42 5044.42 0 00:40 0.42 436 DIVIDER 0.01 0.52 5055.52 0 00:40 0.52 119_storage STORAGE 5.33 5.92 5045.85 0 00:57 5.92 304 STORAGE 0.34 9.15 5060.15 0 01:42 9.15 308 STORAGE 2.29 2.52 5069.64 0 02:19 2.52 310 STORAGE 1.27 3.58 5123.98 0 02:27 3.58 313 STORAGE 16.36 16.40 5114.40 0 00:51 16.40 315 STORAGE 0.77 3.38 5102.98 0 00:46 3.38 316 STORAGE 0.39 3.18 5092.18 0 00:52 3.18 317 STORAGE 0.06 1.17 5049.29 0 01:52 1.17 318 STORAGE 2.03 3.96 5048.76 0 00:51 3.96 319 STORAGE 1.15 4.17 5078.17 0 01:10 4.17 322 STORAGE 4.92 13.99 5062.01 0 02:22 13.99 324 STORAGE 0.40 5.08 5048.78 0 01:22 5.08 326 STORAGE 2.15 6.17 5108.53 0 01:27 6.17 328 STORAGE 3.93 6.07 5066.47 0 03:05 6.07 330 STORAGE 4.99 5.80 5055.66 0 09:57 5.80 334 STORAGE 0.08 4.69 5050.69 0 00:45 4.69 335 STORAGE 3.79 7.71 5042.65 0 02:33 7.71 337 STORAGE 0.15 1.61 5035.61 0 01:09 1.61 338 STORAGE 1.39 4.96 5084.01 0 01:42 4.96 344 STORAGE 0.15 4.12 5080.12 0 00:50 4.12 345 STORAGE 1.97 2.72 5141.22 0 01:57 2.72 347 STORAGE 6.62 7.34 5119.84 0 03:40 7.34 349 STORAGE 0.01 1.24 5114.24 0 00:48 1.24 353 STORAGE 3.28 4.79 5139.39 0 02:57 4.79 356 STORAGE 0.69 3.49 5113.09 0 02:10 3.49 358 STORAGE 0.04 3.37 5146.77 0 01:09 3.37 360 STORAGE 1.43 4.52 5112.12 0 00:59 4.52 Page 77 100yr Canal Importation Hydrology Update.txt 362 STORAGE 1.38 2.41 5110.41 0 01:04 2.41 364 STORAGE 1.06 3.03 5109.98 0 00:53 3.03 366 STORAGE 0.07 4.21 5119.21 0 00:45 4.21 367 STORAGE 2.49 7.52 5124.52 0 02:07 7.52 368 STORAGE 2.89 3.62 5095.62 0 02:05 3.62 370 STORAGE 6.26 6.70 5090.30 0 01:05 6.70 378 STORAGE 2.20 6.69 5055.34 0 02:06 6.69 390 STORAGE 0.06 6.65 5139.65 0 00:51 6.65 395 STORAGE 2.20 4.15 5117.05 0 02:48 4.15 396 STORAGE 3.80 5.80 5117.70 0 02:10 5.80 399 STORAGE 4.56 5.15 5115.05 0 06:44 5.15 299 STORAGE 0.09 3.51 5125.51 0 00:52 3.51 ******************* Node Inflow Summary ******************* ------------------------------------------------------------------------------------------------- Maximum Maximum Lateral Total Flow Lateral Total Time of Max Inflow Inflow Balance Inflow Inflow Occurrence Volume Volume Error Node Type CFS CFS days hr:min 10^6 gal 10^6 gal Percent ------------------------------------------------------------------------------------------------- 205 JUNCTION 0.00 736.57 0 00:41 0 9.97 -0.449 220 JUNCTION 109.53 434.47 0 00:50 1.05 13.5 -0.003 241 JUNCTION 137.77 490.17 0 01:03 2.84 129 0.286 242 JUNCTION 0.00 530.36 0 01:11 0 132 0.432 244 JUNCTION 412.51 578.37 0 00:40 3.92 132 0.221 272 JUNCTION 231.52 294.43 0 00:40 2.32 35.9 0.081 276 JUNCTION 0.00 834.65 0 00:40 0 43.1 2.097 290 JUNCTION 0.00 546.22 0 00:48 0 10.5 0.003 300 JUNCTION 297.52 319.92 0 00:40 3.09 26.5 -1.086 302 JUNCTION 0.00 48.52 0 00:40 0 2.41 0.006 303 JUNCTION 0.00 38.43 0 03:08 0 11.7 0.006 306 JUNCTION 0.00 545.14 0 00:49 0 10.5 0.001 311 JUNCTION 246.20 529.61 0 00:40 2.36 33.6 0.000 536 JUNCTION 0.00 2.93 0 00:40 0 0.0466 0.330 621 JUNCTION 0.00 11.43 0 00:40 0 0.0306 8.258 622 JUNCTION 0.00 48.73 0 00:40 0 0.383 1.402 636 JUNCTION 0.00 64.54 0 00:42 0 0.581 -9.052 638 JUNCTION 0.00 66.90 0 01:42 0 1.56 1.684 850 JUNCTION 61.77 75.22 0 00:40 0.579 0.763 0.207 852 JUNCTION 0.00 63.78 0 00:45 0 1.02 0.002 853 JUNCTION 258.81 470.43 0 00:45 2.49 12.5 0.107 854 JUNCTION 396.65 545.37 0 00:40 3.96 9.2 0.274 855 JUNCTION 116.58 196.87 0 00:40 1.07 3.14 -0.638 856 JUNCTION 209.32 209.32 0 00:40 2.1 2.1 -0.482 859 JUNCTION 100.81 686.47 0 00:46 1.56 12 0.001 860 JUNCTION 136.66 200.55 0 00:46 7.98 25.9 0.224 861 JUNCTION 233.11 304.58 0 00:45 2.35 33.7 0.524 862 JUNCTION 102.81 350.32 0 00:40 1.04 36.9 0.029 863 JUNCTION 75.70 405.40 0 00:57 0.656 42.9 -0.000 Page 78 100yr Canal Importation Hydrology Update.txt 864 JUNCTION 0.00 437.02 0 01:06 0 125 0.142 867 JUNCTION 310.81 310.81 0 00:40 2.93 15.3 0.185 869 JUNCTION 0.00 37.29 0 00:40 0 0.379 0.102 870 JUNCTION 0.00 329.73 0 00:41 0 19.3 -0.000 871 JUNCTION 0.00 384.64 0 00:49 0 62.5 0.019 872 JUNCTION 0.00 456.11 0 00:49 0 64.1 0.015 873 JUNCTION 0.00 500.71 0 00:43 0 65 0.014 874 JUNCTION 0.00 136.48 0 00:40 0 1.03 1.375 879 JUNCTION 0.00 425.47 0 00:55 0 43.8 0.001 995 JUNCTION 0.00 117.39 0 00:42 0 15.4 -0.008 A01 JUNCTION 0.00 789.94 0 00:44 0 66.1 -0.324 A02 JUNCTION 0.00 746.80 0 00:45 0 66.1 0.086 A03 JUNCTION 0.00 630.23 0 00:46 0 65.5 -0.047 A04 JUNCTION 0.00 554.69 0 00:43 0 65.6 0.010 A05 JUNCTION 0.00 545.15 0 00:47 0 65.6 0.017 A06 JUNCTION 0.00 547.08 0 00:42 0 65.6 0.013 A07 JUNCTION 0.00 549.17 0 00:42 0 65.6 0.013 A08 JUNCTION 0.00 549.81 0 00:42 0 65.6 0.009 A09 JUNCTION 0.00 548.64 0 00:42 0 65.6 0.008 A10 JUNCTION 0.00 525.57 0 00:43 0 65.3 0.009 A11 JUNCTION 0.00 500.21 0 00:43 0 64.9 0.011 A14 JUNCTION 0.00 404.41 0 00:49 0 63 0.012 A15 JUNCTION 0.00 394.70 0 00:49 0 62.7 0.010 A16a JUNCTION 0.00 355.73 0 00:43 0 23.3 0.029 A17 JUNCTION 0.00 347.60 0 00:43 0 19.5 0.072 A19 JUNCTION 0.00 348.78 0 00:40 0 19.5 -0.001 A21 JUNCTION 0.00 349.27 0 00:41 0 19.3 0.005 A22 JUNCTION 0.00 266.38 0 00:41 0 18.2 -0.014 A23 JUNCTION 0.00 186.43 0 00:52 0 17 0.006 A24 JUNCTION 0.00 186.29 0 00:52 0 17 0.007 A25 JUNCTION 0.00 186.33 0 00:52 0 17 0.025 A26 JUNCTION 0.00 186.28 0 00:52 0 17 0.006 A27 JUNCTION 0.00 186.24 0 00:52 0 17 -0.001 A28 JUNCTION 0.00 210.34 0 00:42 0 17 -0.029 A30 JUNCTION 0.00 76.24 0 02:40 0 14 0.001 A31 JUNCTION 0.00 76.40 0 02:34 0 14 0.003 Avery_LowFlow_1 JUNCTION 0.00 6.51 0 02:44 0 3.5 0.054 Avery_LowFlow_2 JUNCTION 0.00 6.51 0 02:44 0 3.51 0.049 Avery_LowFlow_3 JUNCTION 0.00 6.52 0 02:42 0 3.51 0.033 Avery_Outlet JUNCTION 0.00 210.10 0 02:05 0 39.1 -0.010 GC_2 JUNCTION 0.00 64.36 0 00:44 0 1.02 -0.061 GC_3 JUNCTION 0.00 50.67 0 00:48 0 0.761 0.003 GC_5 JUNCTION 0.00 18.17 0 00:40 0 0.165 -0.947 I10 JUNCTION 0.00 33.23 0 00:40 0 0.287 -0.010 I12 JUNCTION 0.00 19.66 0 00:40 0 0.335 2.348 I12-1 JUNCTION 0.00 21.98 0 00:39 0 3.83 -0.055 I13 JUNCTION 0.00 23.72 0 00:40 0 0.223 0.697 I17 JUNCTION 0.00 126.55 0 00:40 0 1.24 0.042 I17-1 JUNCTION 0.00 120.98 0 00:40 0 1.24 0.271 I2 JUNCTION 0.00 35.39 0 00:40 0 0.298 0.011 I2-1 JUNCTION 0.00 35.31 0 00:40 0 0.298 -0.006 I3 JUNCTION 0.00 20.18 0 00:40 0 0.169 -0.002 I3-1 JUNCTION 0.00 21.58 0 00:40 0 0.193 -0.002 Page 79 100yr Canal Importation Hydrology Update.txt I4 JUNCTION 0.00 107.88 0 00:40 0 0.894 0.001 I5 JUNCTION 0.00 18.63 0 00:40 0 0.162 0.002 I6-1 JUNCTION 0.00 40.71 0 00:45 0 0.755 0.238 I6-2 JUNCTION 0.00 54.51 0 00:40 0 0.789 -0.067 I6-3 JUNCTION 0.00 32.23 0 00:40 0 0.22 1.053 I6-4 JUNCTION 0.00 54.38 0 00:40 0 0.572 0.043 I7 JUNCTION 0.00 18.35 0 00:40 0 0.159 0.001 I7-1 JUNCTION 0.00 36.96 0 00:40 0 0.321 -0.004 I8 JUNCTION 0.00 32.57 0 00:40 0 0.282 -0.008 IB-1 JUNCTION 0.00 73.58 0 00:40 0 0.771 1.075 IB-3 JUNCTION 0.00 48.67 0 00:40 0 0.572 -0.797 Inlet_Skyline JUNCTION 0.00 39.79 0 00:40 0 0.365 0.021 Inlet2_Skyline JUNCTION 0.00 23.76 0 00:40 0 0.23 -0.702 J1 JUNCTION 70.16 70.16 0 00:40 0.603 0.603 -0.384 J10 JUNCTION 268.82 268.82 0 00:40 4.14 4.14 -8.300 J101 JUNCTION 0.00 68.48 0 00:40 0 0.605 1.526 J102 JUNCTION 0.00 193.73 0 00:42 0 2.65 -0.732 J103 JUNCTION 0.00 466.28 0 00:40 0 5.56 0.280 J105 JUNCTION 0.00 642.53 0 00:44 0 10.3 -0.953 J108 JUNCTION 83.42 83.42 0 00:40 0.767 0.904 -2.167 J110 JUNCTION 0.00 14.43 0 02:27 0 4.13 -0.001 J113 JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal J115 JUNCTION 0.00 134.22 0 00:46 0 2.08 0.242 J116 JUNCTION 0.00 159.62 0 00:52 0 3.11 -4.714 J117 JUNCTION 0.00 167.91 0 00:41 0 1.98 0.129 J118 JUNCTION 0.00 353.24 0 00:47 0 9.16 0.004 J120 JUNCTION 0.00 197.02 0 00:40 0 2.52 0.129 J121 JUNCTION 0.00 149.79 0 00:40 0 1.71 0.203 J123 JUNCTION 5.82 183.54 0 00:42 0.0565 2.57 0.033 J125 JUNCTION 0.00 112.07 0 00:40 0 1.08 -4.617 J127 JUNCTION 0.00 718.21 0 00:42 0 33.4 -1.946 J135 JUNCTION 0.00 364.34 0 02:33 0 113 0.021 J137 JUNCTION 29.82 32.55 0 00:40 0.27 0.317 -0.049 J139 JUNCTION 0.00 69.55 0 00:40 0 0.636 -0.080 J148 JUNCTION 0.00 0.49 0 02:19 0 0.296 0.067 J149 JUNCTION 194.06 194.06 0 00:43 3.34 3.34 -3.761 J152 JUNCTION 536.67 536.67 0 00:40 8.59 8.59 -2.355 J153 JUNCTION 0.00 29.94 0 02:57 0 12.4 0.248 J155 JUNCTION 0.00 103.12 0 00:40 0 0.952 0.325 J158 JUNCTION 0.00 19.66 0 01:09 0 0.845 0.961 J159 JUNCTION 0.00 233.09 0 00:41 0 4.6 3.154 J167 JUNCTION 0.00 51.45 0 00:45 0 1.6 -0.308 J17 JUNCTION 198.39 198.39 0 00:40 1.98 1.97 -0.310 J181 JUNCTION 0.00 85.31 0 00:40 0 0.718 0.166 J183 JUNCTION 0.00 250.26 0 00:40 0 2.25 0.043 J184 JUNCTION 0.00 413.93 0 00:40 0 4.01 -0.019 J189 JUNCTION 0.00 146.31 0 00:40 0 1.38 0.444 J190 JUNCTION 0.00 313.14 0 00:51 0 6.64 -0.002 J191 JUNCTION 81.11 81.11 0 00:40 0.815 0.825 0.875 J2 JUNCTION 166.07 226.30 0 00:40 2.09 2.69 1.417 J21 JUNCTION 158.33 158.33 0 00:40 1.71 1.71 -0.171 J22 JUNCTION 91.45 91.45 0 00:40 0.811 0.811 -0.245 J25 JUNCTION 114.50 114.50 0 00:40 1.08 1.08 -0.207 Page 80 100yr Canal Importation Hydrology Update.txt J26 JUNCTION 155.50 155.50 0 00:40 1.68 1.68 0.008 J27 JUNCTION 753.65 847.89 0 00:40 7.52 33.3 -0.257 J28 JUNCTION 409.49 409.49 0 00:40 4.27 4.27 6.660 J29 JUNCTION 425.26 425.26 0 00:40 4.17 4.16 -21.020 J3 JUNCTION 378.12 520.01 0 00:40 3.02 5.69 2.234 J30 JUNCTION 229.98 229.98 0 00:40 2.13 2.13 -13.595 J32 JUNCTION 249.89 249.89 0 00:40 2.57 2.56 0.005 J326north JUNCTION 0.00 145.07 0 00:40 0 1.68 0.023 J326west JUNCTION 0.00 256.96 0 00:40 0 15.2 0.003 J33 JUNCTION 62.82 62.82 0 00:40 0.549 0.548 0.000 J34 JUNCTION 0.00 50.61 0 00:40 0 0.44 0.265 J36 JUNCTION 68.22 68.22 0 00:40 0.627 0.627 -0.110 J38 JUNCTION 538.27 538.27 0 00:40 5.57 8.2 -4.772 J39 JUNCTION 69.73 69.73 0 00:40 0.636 0.636 -0.016 J390 JUNCTION 0.00 444.01 0 00:42 0 5.27 0.016 J4 JUNCTION 164.56 164.56 0 00:40 1.68 1.67 0.920 J40 JUNCTION 139.12 429.17 0 01:06 11.3 125 0.070 J418 JUNCTION 93.39 93.39 0 00:52 1.04 1.04 -0.764 J423 JUNCTION 7.96 7.96 0 00:40 0.0688 0.0688 -0.049 J424 JUNCTION 41.63 41.63 0 00:40 0.355 0.355 -0.010 J43 JUNCTION 230.62 546.48 0 01:15 2.07 134 0.173 J433 JUNCTION 10.83 10.83 0 00:40 0.096 0.0959 -0.057 J45 JUNCTION 203.24 203.24 0 00:40 3.21 3.21 -0.326 J46 JUNCTION 499.62 500.65 0 00:40 5.87 8.12 3.076 J47 JUNCTION 263.45 263.45 0 00:40 2.55 2.55 -0.012 J48 JUNCTION 450.71 450.71 0 00:40 4.33 4.33 0.010 J5 JUNCTION 164.23 164.23 0 00:40 1.69 1.68 1.043 J506 JUNCTION 23.43 23.43 0 00:40 0.194 0.193 0.077 J507 JUNCTION 36.12 36.12 0 00:40 0.298 0.298 0.030 J508 JUNCTION 20.50 20.50 0 00:40 0.169 0.169 0.045 J513 JUNCTION 21.45 21.45 0 00:40 0.217 0.217 1.866 J519 JUNCTION 12.77 12.77 0 00:40 0.121 0.121 -0.019 J520 JUNCTION 15.48 15.48 0 00:40 0.125 0.124 -0.031 J523 JUNCTION 27.05 27.05 0 00:40 0.247 0.247 3.261 J529 JUNCTION 6.94 6.94 0 00:40 0.0671 0.0671 0.021 J53 JUNCTION 499.81 942.03 0 00:40 9.2 18 -1.020 J530 JUNCTION 22.75 22.75 0 00:40 0.183 0.183 -0.017 J533 JUNCTION 49.29 49.29 0 00:40 0.462 0.462 0.118 J539 JUNCTION 11.28 11.28 0 00:40 0.0963 0.0962 -0.002 J540 JUNCTION 80.51 80.51 0 00:40 0.772 0.771 0.028 J543 JUNCTION 0.00 27.82 0 00:40 0 0.255 0.026 J543_US JUNCTION 28.11 28.11 0 00:40 0.256 0.255 -0.007 J549 JUNCTION 31.23 59.03 0 00:40 0.31 0.502 -0.023 J55 JUNCTION 104.45 104.45 0 00:40 0.95 0.95 -0.294 J550 JUNCTION 49.32 49.32 0 00:40 0.455 0.454 1.177 J559 JUNCTION 8.85 8.85 0 00:40 0.0801 0.0801 0.006 J56 JUNCTION 113.49 204.02 0 00:40 1.02 1.97 -4.665 J560 JUNCTION 35.72 35.72 0 00:40 0.342 0.342 -6.078 J563 JUNCTION 14.20 14.20 0 00:40 0.133 0.133 0.375 J569 JUNCTION 29.44 29.44 0 00:40 0.271 0.271 0.224 J57 JUNCTION 102.45 102.45 0 00:40 0.907 0.906 -0.004 J570 JUNCTION 19.55 19.55 0 00:40 0.183 0.183 -1.050 J573 JUNCTION 7.70 7.70 0 00:40 0.0717 0.0717 0.421 Page 81 100yr Canal Importation Hydrology Update.txt J577 JUNCTION 68.33 68.33 0 00:40 0.565 0.564 -0.924 J579 JUNCTION 24.55 24.55 0 00:40 0.224 0.223 0.016 J580 JUNCTION 58.89 58.89 0 00:40 0.572 0.572 0.039 J583 JUNCTION 17.31 17.31 0 00:40 0.16 0.159 0.436 J587 JUNCTION 38.20 38.20 0 00:40 0.321 0.321 0.060 J589 JUNCTION 134.74 134.74 0 00:40 1.24 1.24 0.019 J59 JUNCTION 269.69 277.08 0 00:40 3.71 4.55 -1.077 J593 JUNCTION 26.16 26.16 0 00:40 0.234 0.234 0.685 J597 JUNCTION 108.36 108.36 0 00:40 0.895 0.894 0.009 J598 JUNCTION 16.57 16.57 0 00:40 0.148 0.148 -0.002 J64 JUNCTION 118.06 118.06 0 00:40 1.03 1.02 -3.484 J709 JUNCTION 0.00 223.87 0 00:55 0 30.1 0.012 J711 JUNCTION 121.35 121.35 0 00:40 1.14 1.14 -0.004 J712 JUNCTION 99.16 99.16 0 00:40 0.868 0.868 0.004 J713 JUNCTION 102.09 102.09 0 00:40 1.04 1.04 0.006 J714 JUNCTION 125.27 125.27 0 00:40 1.13 1.13 0.006 J715 JUNCTION 175.83 175.83 0 00:40 1.75 1.74 -0.006 J719 JUNCTION 194.37 196.24 0 00:40 1.85 3.2 -0.030 J720 JUNCTION 245.30 245.30 0 00:40 2.65 2.64 0.003 J721 JUNCTION 36.34 36.34 0 00:40 0.317 0.317 0.073 J722 JUNCTION 52.20 54.17 0 00:40 0.444 0.47 -0.573 J733 JUNCTION 261.29 261.29 0 00:40 2.58 2.58 0.003 J74 JUNCTION 114.55 114.55 0 00:40 1.08 1.08 -5.994 J75 JUNCTION 278.89 278.89 0 00:40 2.73 2.73 -3.394 J76 JUNCTION 214.51 214.51 0 00:40 2.06 2.06 -10.008 J8 JUNCTION 106.18 106.18 0 00:40 1 1 0.003 J81 JUNCTION 86.46 86.46 0 00:40 0.715 0.714 -0.539 J82 JUNCTION 105.66 105.66 0 00:40 0.9 0.899 -0.141 J83 JUNCTION 152.50 152.50 0 00:40 1.35 1.35 -0.136 J838 JUNCTION 1021.90 1021.90 0 00:40 9.93 11.5 -0.144 J84 JUNCTION 427.42 427.42 0 00:40 4.01 4.01 -0.118 J85 JUNCTION 125.12 484.57 0 00:40 1.26 5.28 0.139 J86 JUNCTION 129.46 129.46 0 00:40 1.17 1.17 0.000 J87 JUNCTION 51.34 51.34 0 00:40 0.439 0.439 -0.200 J878 JUNCTION 101.60 101.60 0 00:40 0.885 0.884 -0.010 J88 JUNCTION 168.54 378.71 0 00:40 1.61 3.86 0.080 J89 JUNCTION 152.33 152.33 0 00:40 1.37 1.37 -0.359 J9 JUNCTION 124.57 124.57 0 00:40 1.07 1.07 0.186 J92 JUNCTION 156.27 156.27 0 00:40 1.41 1.4 -10.807 J93 JUNCTION 64.92 64.92 0 00:40 0.593 0.592 -7.583 J94 JUNCTION 70.37 193.65 0 00:40 0.618 1.99 -4.239 J944 JUNCTION 0.00 114.74 0 01:42 0 12 -0.003 J945 JUNCTION 125.66 223.82 0 00:54 18.2 30.1 0.007 J95 JUNCTION 410.02 454.83 0 00:40 4.8 5.52 -2.198 PP_1 JUNCTION 0.00 46.48 0 00:46 0 3.08 -0.031 PP_2 JUNCTION 0.00 44.34 0 00:44 0 3.09 -0.033 PP_3 JUNCTION 0.00 44.36 0 00:44 0 3.09 -0.213 PP_4 JUNCTION 0.00 45.01 0 00:44 0 3.09 -0.089 Skyline_EX-2 JUNCTION 0.00 29.29 0 00:40 0 0.27 -0.441 U-1 JUNCTION 0.00 62.46 0 00:40 0 0.548 -0.005 U-2 JUNCTION 0.00 62.39 0 00:40 0 0.548 0.000 U-3 JUNCTION 0.00 62.43 0 00:40 0 0.548 0.004 414_dummy JUNCTION 0.00 34.05 0 01:25 0 3.1 -0.000 Page 82 100yr Canal Importation Hydrology Update.txt 278_dummy JUNCTION 0.00 17.94 0 01:09 0 1.57 0.001 719_dummy JUNCTION 0.00 189.07 0 00:40 0 3.2 0.002 J151 JUNCTION 178.42 178.42 0 01:00 2.65 2.65 0.367 410 JUNCTION 107.55 107.55 0 00:46 6.6 6.6 0.011 290_dummy JUNCTION 0.00 546.26 0 00:48 0 10.5 0.001 861_dummy JUNCTION 0.00 0.00 0 00:00 0 0 0.000 gal 278_outfall OUTFALL 0.00 17.94 0 01:09 0 1.57 0.000 299_outfall OUTFALL 0.00 31.50 0 00:52 0 0.821 0.000 311_outfall OUTFALL 0.00 529.61 0 00:40 0 33.6 0.000 317_outfall OUTFALL 0.00 6.67 0 00:35 0 0.973 0.000 318_outfall OUTFALL 0.00 18.09 0 00:51 0 0.667 0.000 32_outfall OUTFALL 0.00 243.35 0 00:40 0 2.56 0.000 349_outfall OUTFALL 0.00 39.79 0 00:48 0 0.995 0.000 356_outfall OUTFALL 0.00 9.45 0 02:10 0 1.97 0.000 360_outfall OUTFALL 0.00 255.41 0 00:59 0 8.84 0.000 362_outfall OUTFALL 0.00 4.42 0 01:04 0 0.296 0.000 364_outfall OUTFALL 0.00 27.28 0 00:53 0 0.962 0.000 378_outfall OUTFALL 0.00 64.74 0 02:06 0 1.09 0.000 414 OUTFALL 0.00 34.05 0 01:25 0 3.1 0.000 424_outfall OUTFALL 0.00 41.07 0 00:40 0 0.355 0.000 426_spill OUTFALL 175.35 175.35 0 00:47 1.48 1.48 0.000 427_spill OUTFALL 288.19 288.19 0 00:45 1.54 1.54 0.000 428_spill OUTFALL 0.00 91.02 0 00:55 0 6.6 0.000 429_spill OUTFALL 431.16 431.16 0 00:43 18.8 18.8 0.000 430 OUTFALL 31.40 31.40 0 00:45 0.0498 0.0498 0.000 441_spill OUTFALL 148.93 148.93 0 00:46 20.6 20.6 0.000 442_spill OUTFALL 29.98 29.98 0 03:20 4.3 4.3 0.000 444_spill OUTFALL 200.56 200.56 0 00:47 5.41 5.41 0.000 445_spill OUTFALL 10.60 10.60 0 00:47 0.0248 0.0249 0.000 446_spill OUTFALL 24.07 24.07 0 00:47 0.107 0.107 0.000 452_spill OUTFALL 283.91 283.91 0 00:53 24.5 24.5 0.000 47_outfall OUTFALL 0.00 227.14 0 00:40 0 2.55 0.000 48_outfall OUTFALL 0.00 387.21 0 00:40 0 4.33 0.000 519out OUTFALL 0.00 12.56 0 00:40 0 0.121 0.000 520_outfall OUTFALL 0.00 15.36 0 00:40 0 0.124 0.000 521 OUTFALL 0.00 17.31 0 00:41 0 0.287 0.000 522 OUTFALL 0.00 2.77 0 00:41 0 0.0913 0.000 529out OUTFALL 0.00 6.91 0 00:40 0 0.0671 0.000 530_outfall OUTFALL 0.00 22.60 0 00:40 0 0.183 0.000 534 OUTFALL 0.00 157.30 0 00:46 0 0.643 0.000 538 OUTFALL 0.00 24.72 0 01:42 0 6.65 0.000 549_outfall OUTFALL 0.00 51.95 0 00:41 0 0.475 0.000 57_outfall OUTFALL 0.00 99.70 0 00:40 0 0.906 0.000 634 OUTFALL 0.00 24.70 0 01:00 0 1.79 0.000 712_outfall OUTFALL 0.00 98.10 0 00:40 0 0.868 0.000 713_outfall OUTFALL 0.00 98.92 0 00:40 0 1.04 0.000 714_outfall OUTFALL 0.00 121.74 0 00:40 0 1.13 0.000 715_outfall OUTFALL 0.00 148.40 0 00:40 0 1.74 0.000 719_outfall OUTFALL 0.00 189.07 0 00:40 0 3.2 0.000 720_outfall OUTFALL 0.00 237.06 0 00:40 0 2.64 0.000 733_outfall OUTFALL 0.00 238.67 0 00:40 0 2.58 0.000 8_outfall OUTFALL 0.00 105.02 0 00:40 0 1 0.000 802 OUTFALL 0.00 11.26 0 00:40 0 0.0962 0.000 Page 83 100yr Canal Importation Hydrology Update.txt 838_outfall OUTFALL 0.00 934.40 0 00:40 0 11.5 0.000 924 OUTFALL 60.92 60.92 0 00:40 0.499 0.499 0.000 941 OUTFALL 65.40 65.40 0 00:41 0.765 0.765 0.000 SpringCreekOutfall OUTFALL 0.00 547.38 0 06:01 0 134 0.000 407 OUTFALL 87.17 87.17 0 00:59 3.29 3.29 0.000 408 OUTFALL 28.52 28.52 0 01:19 4.18 4.18 0.000 301 DIVIDER 0.00 76.51 0 02:10 0 13.6 -0.043 438 DIVIDER 0.00 91.62 0 01:42 0 8.21 -0.022 434 DIVIDER 0.00 137.13 0 00:45 0 2.4 -1.221 421 DIVIDER 0.00 28.83 0 00:40 0 0.318 -0.012 422 DIVIDER 0.00 51.89 0 00:40 0 0.473 -0.350 436 DIVIDER 0.00 63.31 0 00:40 0 0.628 0.031 119_storage STORAGE 183.62 183.62 0 00:40 1.9 1.9 0.102 304 STORAGE 0.00 686.47 0 00:46 0 12 0.105 308 STORAGE 0.00 79.89 0 00:40 0 0.924 53.028 310 STORAGE 0.00 214.42 0 00:43 0 4.51 9.139 313 STORAGE 343.78 348.64 0 00:40 12.2 16.3 7.283 315 STORAGE 0.00 187.53 0 00:40 0 2.11 1.166 316 STORAGE 0.00 190.33 0 00:45 0 3.16 1.858 317 STORAGE 103.36 103.36 0 00:40 0.975 0.974 0.053 318 STORAGE 69.15 69.15 0 00:40 0.669 0.669 0.086 319 STORAGE 91.17 91.17 0 00:40 0.836 0.836 0.093 322 STORAGE 28.43 486.42 0 00:50 0.302 14.1 0.991 324 STORAGE 49.90 191.08 0 00:49 0.431 3.09 0.282 326 STORAGE 0.00 508.56 0 00:40 0 18.1 0.322 328 STORAGE 0.00 1118.44 0 00:45 0 43.4 4.743 330 STORAGE 86.39 299.27 0 00:40 0.92 44.3 5.170 334 STORAGE 256.92 256.92 0 00:40 2.41 2.4 0.059 335 STORAGE 336.25 1150.99 0 00:44 5.42 113 -0.023 337 STORAGE 18.43 50.58 0 00:40 0.151 0.468 0.010 338 STORAGE 0.00 479.88 0 00:40 0 8.61 4.972 344 STORAGE 115.30 115.30 0 00:40 1.1 1.1 0.098 345 STORAGE 0.00 201.51 0 00:40 0 3.22 1.872 347 STORAGE 0.00 365.40 0 00:43 0 7.88 5.672 349 STORAGE 105.45 105.45 0 00:40 0.996 0.995 0.012 353 STORAGE 0.00 633.40 0 01:02 0 18.2 4.186 356 STORAGE 0.00 190.21 0 00:40 0 2.07 5.031 358 STORAGE 44.40 44.40 0 00:40 0.846 0.845 0.077 360 STORAGE 464.45 525.12 0 00:40 4.53 8.99 -0.752 362 STORAGE 46.16 46.16 0 00:40 0.385 0.385 0.090 364 STORAGE 0.00 113.60 0 00:40 0 1.06 3.776 366 STORAGE 106.27 106.27 0 00:40 0.944 0.943 0.096 367 STORAGE 73.76 73.76 0 00:40 0.66 0.66 0.033 368 STORAGE 0.00 295.48 0 00:45 0 26.8 1.450 370 STORAGE 495.95 505.63 0 00:40 5.79 31.2 0.013 378 STORAGE 71.18 442.85 0 00:50 0.6 44.4 0.010 390 STORAGE 28.70 545.98 0 00:41 0.211 6.65 0.033 395 STORAGE 174.17 686.99 0 00:40 1.43 12.2 3.699 396 STORAGE 94.95 693.72 0 00:47 0.721 17.7 7.347 399 STORAGE 27.94 40.09 0 00:40 0.264 11.7 -0.480 299 STORAGE 72.18 72.18 0 00:40 0.822 0.822 0.089 Page 84 100yr Canal Importation Hydrology Update.txt ********************** Node Surcharge Summary ********************** Surcharging occurs when water rises above the top of the highest conduit. --------------------------------------------------------------------- Max. Height Min. Depth Hours Above Crown Below Rim Node Type Surcharged Feet Feet --------------------------------------------------------------------- 303 JUNCTION 3.73 1.273 7.277 852 JUNCTION 0.35 0.799 0.951 870 JUNCTION 0.31 4.906 2.594 871 JUNCTION 0.17 0.547 9.313 A11 JUNCTION 0.04 0.259 13.241 A16a JUNCTION 0.26 2.051 7.329 A17 JUNCTION 0.42 3.292 4.538 A22 JUNCTION 0.30 5.244 3.756 A23 JUNCTION 0.33 5.570 5.030 A24 JUNCTION 0.33 5.541 5.459 A25 JUNCTION 0.30 5.231 4.569 A26 JUNCTION 0.40 6.565 0.665 A27 JUNCTION 0.38 6.450 0.160 A30 JUNCTION 7.54 8.806 0.000 A31 JUNCTION 0.40 0.075 3.195 Avery_LowFlow_1 JUNCTION 23.41 5.755 0.000 Avery_LowFlow_2 JUNCTION 23.37 5.690 0.000 Avery_LowFlow_3 JUNCTION 23.37 6.645 0.000 I12-1 JUNCTION 1.47 3.117 6.583 I17-1 JUNCTION 0.50 7.179 2.531 I2-1 JUNCTION 0.04 0.342 8.718 PP_1 JUNCTION 2.33 0.844 2.456 PP_2 JUNCTION 6.58 9.865 2.135 PP_3 JUNCTION 6.58 10.100 0.000 U-2 JUNCTION 0.07 1.296 1.294 861_dummy JUNCTION 24.00 0.000 15.000 ********************* Node Flooding Summary ********************* Flooding refers to all water that overflows a node, whether it ponds or not. -------------------------------------------------------------------------- Total Maximum Maximum Time of Max Flood Ponded Hours Rate Occurrence Volume Depth Node Flooded CFS days hr:min 10^6 gal Feet -------------------------------------------------------------------------- PP_3 0.01 12.49 0 00:44 0.000 0.000 313 23.14 190.02 0 00:51 14.009 0.000 Page 85 100yr Canal Importation Hydrology Update.txt ********************** Storage Volume Summary ********************** -------------------------------------------------------------------------------------------------- Average Avg Evap Exfil Maximum Max Time of Max Maximum Volume Pcnt Pcnt Pcnt Volume Pcnt Occurrence Outflow Storage Unit 1000 ft3 Full Loss Loss 1000 ft3 Full days hr:min CFS -------------------------------------------------------------------------------------------------- 119_storage 73.790 25 0 0 140.502 47 0 00:57 42.17 304 15.729 1 0 0 839.478 75 0 01:42 114.74 308 27.240 18 0 0 32.845 22 0 02:19 3.27 310 7.763 2 0 0 53.364 12 0 02:27 14.43 313 161.727 100 0 0 162.478 100 0 00:51 0.00 315 1.420 3 0 0 21.649 48 0 00:46 134.22 316 1.174 2 0 0 34.002 65 0 00:52 159.62 317 2.808 1 0 0 87.401 20 0 01:52 6.67 318 18.319 19 0 0 53.526 55 0 00:51 18.09 319 9.136 9 0 0 70.912 73 0 01:10 8.59 322 159.940 10 0 0 1252.029 79 0 02:22 76.40 324 0.924 0 0 0 78.653 17 0 01:22 46.48 326 45.340 4 0 0 272.143 25 0 01:27 73.30 328 645.454 31 0 0 1391.322 68 0 03:05 104.98 330 291.857 19 0 0 412.338 27 0 09:57 79.94 334 1.875 2 0 0 120.685 97 0 00:45 137.13 335 287.285 12 0 0 1541.012 62 0 02:33 364.34 337 3.720 5 0 0 40.346 51 0 01:09 5.34 338 44.281 16 0 0 246.121 86 0 01:42 91.62 344 1.332 2 0 0 68.566 94 0 00:50 39.44 345 175.578 46 0 0 328.174 86 0 01:57 26.86 347 546.265 64 0 0 634.509 74 0 03:40 7.39 349 0.429 1 0 0 49.879 82 0 00:48 39.79 353 1144.957 29 0 0 1965.317 50 0 02:57 29.94 356 7.958 9 0 0 56.276 63 0 02:10 9.45 358 0.314 0 0 0 31.649 12 0 01:09 19.66 360 114.298 22 0 0 494.937 93 0 00:59 255.41 362 12.463 29 0 0 34.831 80 0 01:04 4.42 364 11.416 27 0 0 38.721 92 0 00:53 27.28 366 0.709 1 0 0 54.152 96 0 00:45 49.89 367 20.964 16 0 0 77.058 58 0 02:07 1.90 368 227.179 67 0 0 298.034 87 0 02:05 75.86 370 444.219 62 0 0 504.722 70 0 01:05 142.27 378 199.715 17 0 0 1120.084 95 0 02:06 281.07 390 2.082 1 0 0 277.186 94 0 00:51 313.14 395 344.037 30 0 0 863.361 75 0 02:48 32.81 396 537.037 42 0 0 977.616 76 0 02:10 76.51 399 299.139 68 0 0 353.713 81 0 06:44 25.48 299 0.416 1 0 0 36.759 70 0 00:52 31.50 *********************** Outfall Loading Summary *********************** Page 86 100yr Canal Importation Hydrology Update.txt ----------------------------------------------------------- Flow Avg Max Total Freq Flow Flow Volume Outfall Node Pcnt CFS CFS 10^6 gal ----------------------------------------------------------- 278_outfall 71.56 1.51 17.94 1.566 299_outfall 9.96 2.87 31.50 0.821 311_outfall 99.96 23.37 529.61 33.600 317_outfall 18.54 2.97 6.67 0.973 318_outfall 99.96 0.71 18.09 0.667 32_outfall 39.70 2.15 243.35 2.564 349_outfall 21.85 1.50 39.79 0.995 356_outfall 62.81 3.28 9.45 1.969 360_outfall 99.96 5.82 255.41 8.840 362_outfall 56.10 0.23 4.42 0.296 364_outfall 94.95 0.71 27.28 0.962 378_outfall 0.77 36.77 64.74 1.085 414 100.00 2.34 34.05 3.095 424_outfall 4.14 2.86 41.07 0.355 426_spill 1.47 39.95 175.35 1.477 427_spill 0.46 140.63 288.19 1.543 428_spill 74.89 7.29 91.02 6.597 429_spill 39.32 17.70 431.16 18.811 430 0.16 16.22 31.40 0.050 441_spill 31.31 52.66 148.93 20.555 442_spill 33.94 11.76 29.98 4.303 444_spill 12.76 17.52 200.56 5.410 445_spill 0.20 5.67 10.60 0.025 446_spill 0.46 10.04 24.07 0.107 452_spill 39.14 72.29 283.91 24.511 47_outfall 53.95 1.62 227.14 2.553 48_outfall 96.60 1.51 387.21 4.327 519out 2.74 1.47 12.56 0.121 520_outfall 2.49 1.62 15.36 0.124 521 43.34 0.22 17.31 0.287 522 31.91 0.09 2.77 0.091 529out 3.18 0.65 6.91 0.067 530_outfall 2.86 2.07 22.60 0.183 534 0.71 40.16 157.30 0.643 538 92.81 8.87 24.72 6.650 549_outfall 2.76 6.37 51.95 0.475 57_outfall 11.23 2.64 99.70 0.906 634 15.79 3.17 24.70 1.789 712_outfall 9.91 2.84 98.10 0.868 713_outfall 24.40 1.43 98.92 1.043 714_outfall 21.07 1.75 121.74 1.126 715_outfall 46.23 1.27 148.40 1.744 719_outfall 99.95 1.07 189.07 3.202 720_outfall 42.48 2.08 237.06 2.645 733_outfall 47.82 1.83 238.67 2.580 8_outfall 16.65 1.98 105.02 1.003 802 2.16 1.40 11.26 0.096 Page 87 100yr Canal Importation Hydrology Update.txt 838_outfall 99.93 3.81 934.40 11.472 924 1.77 9.00 60.92 0.499 941 4.18 6.25 65.40 0.765 SpringCreekOutfall 99.94 170.55 547.38 133.637 407 5.53 17.75 87.17 3.293 408 39.16 10.98 28.52 4.182 ----------------------------------------------------------- System 36.53 783.29 4937.36 327.549 ******************** Link Flow Summary ******************** ----------------------------------------------------------------------------- Maximum Time of Max Maximum Max/ Max/ |Flow| Occurrence |Veloc| Full Full Link Type CFS days hr:min ft/sec Flow Depth ----------------------------------------------------------------------------- 1 CHANNEL 68.48 0 00:40 3.81 0.01 0.11 10 CONDUIT 214.42 0 00:43 2.80 0.02 0.40 102_overflow CHANNEL 123.49 0 00:43 3.30 0.01 0.18 102_pipe CONDUIT 68.09 0 00:53 9.63 0.97 1.00 103_overflow CHANNEL 371.42 0 00:41 5.65 0.02 0.23 104_overflow CHANNEL 568.40 0 00:44 7.48 0.02 0.25 104_pipe CONDUIT 74.24 0 00:39 10.50 0.92 1.00 105_overflow CHANNEL 596.60 0 00:46 7.53 0.03 0.25 105_pipe CONDUIT 23.17 0 00:46 2.84 0.23 0.51 110_overflow CHANNEL 0.00 0 00:00 0.00 0.00 0.50 110_pipe CONDUIT 14.43 0 02:27 5.67 0.37 0.76 115_overflow CHANNEL 105.13 0 00:45 1.68 0.01 0.14 115_pipe CONDUIT 27.35 0 00:53 8.71 0.96 1.00 123a CHANNEL 88.72 0 00:42 4.02 0.01 0.14 123b CHANNEL 94.32 0 00:42 4.27 0.01 0.14 4 CHANNEL 148.70 0 00:40 3.16 0.01 0.19 5 CHANNEL 149.03 0 00:40 2.86 0.02 0.20 8 CHANNEL 105.02 0 00:40 8.50 0.00 0.09 9 CHANNEL 83.16 0 00:41 5.32 0.01 0.12 15 CHANNEL 187.53 0 00:40 4.25 0.02 0.36 17 CHANNEL 167.91 0 00:41 6.56 0.03 0.18 20 CHANNEL 406.50 0 00:53 12.60 0.05 0.31 21 CONDUIT 149.79 0 00:40 3.91 0.19 0.47 22 CHANNEL 91.21 0 00:40 8.59 0.00 0.14 24 CONDUIT 63.79 0 00:45 13.37 2.20 0.89 25 CHANNEL 112.07 0 00:40 5.80 0.00 0.11 26 CHANNEL 145.07 0 00:40 14.91 0.01 0.08 27 CHANNEL 718.21 0 00:42 6.58 0.06 0.44 29 CHANNEL 370.34 0 00:43 7.02 0.04 0.53 30 CHANNEL 186.26 0 00:40 4.50 0.02 0.51 32 CHANNEL 243.35 0 00:40 7.91 0.01 0.13 33 CHANNEL 62.46 0 00:40 7.48 0.00 0.08 36 CHANNEL 63.31 0 00:40 4.76 0.01 0.13 37 CONDUIT 2.89 0 00:41 2.27 0.10 0.30 Page 88 100yr Canal Importation Hydrology Update.txt 38 CHANNEL 479.88 0 00:40 4.47 0.02 0.51 39 CONDUIT 69.55 0 00:40 25.99 0.70 0.46 40 CHANNEL 428.93 0 01:06 3.53 0.03 0.16 42 CHANNEL 521.85 0 01:12 2.48 0.04 0.31 43 CHANNEL 547.38 0 06:01 2.61 0.08 0.47 45 CHANNEL 201.51 0 00:40 6.69 0.01 0.30 46 CHANNEL 365.40 0 00:43 4.92 0.06 0.36 47 CHANNEL 227.14 0 00:40 3.83 0.02 0.19 48 CHANNEL 387.21 0 00:40 5.15 0.03 0.22 53 CONDUIT 633.40 0 01:02 9.63 0.18 0.53 54 CHANNEL 256.96 0 00:40 13.49 0.00 0.11 55 CHANNEL 103.12 0 00:40 6.20 0.01 0.15 56 CHANNEL 190.21 0 00:40 3.81 0.01 0.35 57 CHANNEL 99.70 0 00:40 3.82 0.02 0.18 59 CONDUIT 233.09 0 00:41 2.81 0.04 0.41 64 CHANNEL 113.60 0 00:40 3.83 0.01 0.29 68 CHANNEL 295.48 0 00:45 8.98 0.02 0.37 73 CHANNEL 334.41 0 00:42 14.05 0.07 0.38 74 CHANNEL 105.46 0 00:40 3.30 0.01 0.27 75 CHANNEL 264.98 0 00:40 5.35 0.01 0.28 76 CHANNEL 159.69 0 00:41 2.48 0.01 0.29 81 CHANNEL 85.31 0 00:40 8.23 0.00 0.07 82 CHANNEL 103.23 0 00:40 6.14 0.00 0.09 83 CHANNEL 147.03 0 00:40 7.13 0.02 0.21 84 CHANNEL 413.93 0 00:40 10.24 0.01 0.16 85 CHANNEL 444.01 0 00:42 15.25 0.02 0.13 86 CHANNEL 127.22 0 00:40 12.34 0.01 0.12 87 CHANNEL 50.61 0 00:40 7.56 0.00 0.09 88 CHANNEL 311.96 0 00:43 6.34 0.02 0.14 89 CHANNEL 146.31 0 00:40 8.30 0.00 0.11 92 CHANNEL 150.52 0 00:40 8.00 0.01 0.52 93 CHANNEL 63.35 0 00:40 3.22 0.00 0.39 94 CHANNEL 183.80 0 00:41 3.08 0.01 0.40 95 CHANNEL 344.25 0 00:46 7.69 0.00 0.18 101 CHANNEL 63.66 0 00:41 3.83 0.00 0.11 103 CONDUIT 59.85 0 00:37 8.91 0.99 1.00 108 CHANNEL 79.89 0 00:40 2.08 0.01 0.29 113 CHANNEL 0.00 0 00:00 0.00 0.00 0.17 116 CHANNEL 127.43 0 00:59 2.04 0.02 0.46 117 CHANNEL 160.70 0 00:42 3.44 0.01 0.20 118 CHANNEL 351.63 0 00:49 3.04 0.02 0.43 120 CHANNEL 180.08 0 00:42 6.21 0.03 0.17 121 CONDUIT 125.10 0 00:42 1.65 0.32 0.77 125 CHANNEL 107.57 0 00:40 4.52 0.00 0.45 126 CHANNEL 196.32 0 00:48 4.99 0.01 0.35 127 CHANNEL 643.41 0 00:47 5.91 0.05 0.56 135 CHANNEL 364.27 0 02:34 11.36 0.02 0.19 136 CHANNEL 54.24 0 00:43 4.10 0.01 0.18 137 CONDUIT 32.21 0 00:40 15.12 0.38 0.45 138 CHANNEL 65.85 0 01:46 3.62 0.00 0.09 139 CHANNEL 63.84 0 00:40 1.28 0.01 0.07 140 CHANNEL 436.23 0 01:07 3.28 0.02 0.18 141 CHANNEL 481.34 0 01:10 3.45 0.03 0.19 Page 89 100yr Canal Importation Hydrology Update.txt 142 CHANNEL 525.97 0 01:16 5.23 0.03 0.39 148 CONDUIT 0.58 0 00:50 3.10 0.02 0.57 149 CHANNEL 169.13 0 00:48 2.36 0.01 0.25 151 CHANNEL 178.15 0 01:01 5.00 0.01 0.15 152 CONDUIT 467.74 0 00:41 3.86 0.01 0.39 153 CHANNEL 29.94 0 02:59 2.55 0.00 0.11 155 CHANNEL 95.19 0 00:41 6.72 0.01 0.14 158 CONDUIT 19.63 0 01:12 1.54 0.01 0.17 159 CHANNEL 177.48 0 00:54 4.44 0.02 0.24 16_overflow CHANNEL 160.11 0 00:45 0.73 0.01 0.39 16_pipe CONDUIT 33.17 0 00:40 11.22 1.17 1.00 167_overflow CONDUIT 14.82 0 00:48 2.39 0.00 0.13 167_pipe CONDUIT 27.63 0 01:00 9.22 0.95 1.00 171 CHANNEL 226.09 0 01:16 3.92 0.06 0.43 172 CHANNEL 257.79 0 00:41 4.46 0.09 0.50 176 CHANNEL 390.02 0 00:59 8.94 0.02 0.14 18_overflow CHANNEL 327.03 0 00:47 2.00 0.03 0.24 18_pipe CONDUIT 27.51 0 00:40 10.50 1.15 1.00 181 CHANNEL 55.76 0 00:43 1.48 0.00 0.13 183 CHANNEL 224.16 0 00:41 6.74 0.06 0.25 184 CHANNEL 377.98 0 00:41 5.90 0.02 0.21 187 CHANNEL 48.52 0 00:40 16.89 0.00 0.04 188_overflow CHANNEL 489.77 0 00:49 10.23 0.01 0.20 188_pipe CONDUIT 55.38 0 00:49 6.75 0.16 0.52 189 CHANNEL 131.85 0 00:41 6.76 0.01 0.11 190 CONDUIT 313.03 0 00:51 28.64 0.82 0.51 191_overflow CONDUIT 40.00 0 00:41 2.70 0.11 0.38 191_pipe CONDUIT 27.73 0 00:41 4.78 0.55 0.77 2_overflow CHANNEL 126.81 0 00:42 4.89 0.01 0.14 2_pipe CONDUIT 70.36 0 00:34 9.95 1.01 1.00 220-322 CONDUIT 434.42 0 00:50 12.28 0.06 0.56 24-Skyline_Plum_Overflow_A CHANNEL 38.93 0 00:40 5.89 0.00 0.07 24-Skyline_Plum_Overflow_B CHANNEL 23.46 0 00:40 5.20 0.00 0.06 278 CONDUIT 5.06 0 01:15 4.04 0.02 0.50 278_dummy DUMMY 17.94 0 01:09 28_overflow CONDUIT 143.17 0 00:49 1.69 0.01 0.21 28_pipe CONDUIT 42.95 0 00:49 9.40 1.03 0.94 283 CONDUIT 347.66 0 00:43 9.03 1.39 1.00 285 CONDUIT 458.13 0 00:49 8.12 0.83 1.00 287 CONDUIT 0.00 0 00:00 0.00 0.00 0.00 288 CONDUIT 39.99 0 00:40 3.82 0.22 0.66 290_to_290_dummy DUMMY 546.26 0 00:48 3_overflow CHANNEL 399.93 0 00:40 6.34 0.02 0.22 3_pipe CONDUIT 72.99 0 00:30 10.33 1.09 1.00 301-302dummy CHANNEL 39.37 0 02:11 24.51 0.00 0.04 302-395dummy DUMMY 48.52 0 00:40 303 CONDUIT 38.43 0 03:08 26.20 4.00 1.00 303-300dummy DUMMY 38.43 0 03:08 326dummyNorth DUMMY 145.08 0 00:40 326dummyWest DUMMY 256.97 0 00:40 390dummy DUMMY 444.02 0 00:42 396dummy DUMMY 545.15 0 00:49 414_dummy DUMMY 34.05 0 01:25 Page 90 100yr Canal Importation Hydrology Update.txt 418 CONDUIT 93.28 0 00:53 2.57 0.09 0.62 421_to_621_dummy CHANNEL 11.43 0 00:40 5.13 0.00 0.06 422_to_622_dummy CHANNEL 48.73 0 00:40 16.94 0.00 0.06 423 CONDUIT 14.17 0 00:40 1.03 0.07 0.51 424 CONDUIT 41.07 0 00:40 3.67 0.00 0.06 428 CONDUIT 91.02 0 00:55 1.35 0.02 0.23 433 CONDUIT 10.53 0 00:40 1.70 0.01 0.17 434_to_534_dummy CONDUIT 157.30 0 00:46 14.21 0.00 0.01 436_to_636_dummy CHANNEL 64.54 0 00:42 6.10 0.00 0.11 438_to_138_dummy CHANNEL 66.90 0 01:42 14.98 0.00 0.09 442_dummy DUMMY 529.61 0 00:40 469 CONDUIT 31.40 0 00:41 1.00 0.22 0.92 506 CHANNEL 21.58 0 00:40 2.57 0.00 0.08 507 CHANNEL 35.39 0 00:40 2.96 0.01 0.10 508 CHANNEL 20.18 0 00:40 3.96 0.00 0.06 513 CONDUIT 17.93 0 00:40 1.81 0.03 0.16 519 CONDUIT 12.56 0 00:40 1.62 0.00 0.05 520 CONDUIT 15.36 0 00:40 3.14 0.00 0.03 521 CONDUIT 17.31 0 00:41 22.04 3.74 1.00 522 CONDUIT 2.77 0 00:41 14.25 0.93 0.77 523a CHANNEL 10.92 0 00:41 2.55 0.00 0.09 523b CHANNEL 10.19 0 00:41 2.38 0.00 0.10 529 CHANNEL 6.91 0 00:40 2.83 0.00 0.04 530 CONDUIT 22.60 0 00:40 3.16 0.00 0.04 533a CHANNEL 19.94 0 00:40 3.00 0.00 0.07 533b CHANNEL 20.12 0 00:40 3.02 0.00 0.07 536 CONDUIT 2.93 0 00:40 10.68 1.04 0.93 538 CONDUIT 24.72 0 01:42 26.01 1.31 1.00 539 CONDUIT 11.26 0 00:40 8.07 0.14 0.25 540 CHANNEL 73.58 0 00:40 4.20 0.01 0.13 543 CONDUIT 26.50 0 00:40 5.52 0.91 1.00 543_US CHANNEL 27.82 0 00:40 4.20 0.00 0.07 549 CONDUIT 51.95 0 00:41 2.81 0.52 0.64 550 CHANNEL 48.67 0 00:40 5.31 0.00 0.09 559 CHANNEL 8.81 0 00:40 2.91 0.00 0.05 560 CHANNEL 34.43 0 00:40 3.85 0.00 0.51 563 CHANNEL 13.96 0 00:40 2.36 0.00 0.07 569 CONDUIT 3.70 0 00:36 4.76 1.15 1.00 569_A CHANNEL 29.29 0 00:40 3.38 0.00 0.08 569B_1 CONDUIT 5.94 0 00:32 7.56 2.82 1.00 569B_2 CHANNEL 24.37 0 00:40 2.50 0.00 0.09 570 CHANNEL 19.22 0 00:40 3.22 0.00 0.28 573 CHANNEL 7.56 0 00:40 1.95 0.00 0.06 577a CHANNEL 33.23 0 00:40 3.91 0.00 0.08 577b CHANNEL 32.57 0 00:40 3.83 0.00 0.08 579 CHANNEL 23.72 0 00:40 3.11 0.00 0.08 580 CHANNEL 54.38 0 00:40 4.71 0.01 0.10 583 CHANNEL 16.26 0 00:40 2.45 0.00 0.07 587a CHANNEL 18.35 0 00:40 3.62 0.00 0.06 587b CHANNEL 18.63 0 00:40 3.68 0.00 0.06 589 CHANNEL 126.55 0 00:40 6.70 0.01 0.13 593 CHANNEL 25.83 0 00:40 4.16 0.00 0.07 597 CHANNEL 107.88 0 00:40 6.49 0.01 0.12 Page 91 100yr Canal Importation Hydrology Update.txt 598 CHANNEL 16.50 0 00:40 4.77 0.00 0.05 634_outfall CONDUIT 24.70 0 01:00 >50.00 0.80 0.84 709 CONDUIT 223.87 0 00:55 45.58 0.15 0.14 711 CONDUIT 119.16 0 00:40 29.42 0.28 0.23 712 CHANNEL 98.10 0 00:40 7.39 0.01 0.13 713 CHANNEL 98.92 0 00:40 4.88 0.01 0.16 714 CHANNEL 121.74 0 00:40 5.15 0.01 0.17 715 CHANNEL 148.40 0 00:40 3.76 0.01 0.19 719_dummy DUMMY 189.07 0 00:40 719_overflow CONDUIT 183.91 0 00:40 7.79 0.02 0.15 719_pipe CONDUIT 5.17 0 00:40 5.91 0.13 0.51 720 CHANNEL 237.06 0 00:40 4.43 0.02 0.18 721 CHANNEL 28.83 0 00:40 2.79 0.00 0.11 722 CHANNEL 51.89 0 00:40 7.36 0.00 0.09 733 CHANNEL 238.67 0 00:40 4.31 0.02 0.19 821 CHANNEL 7.06 0 00:43 1.39 0.00 0.08 822 CHANNEL 21.34 0 00:47 2.59 0.00 0.07 838 CHANNEL 934.40 0 00:40 11.03 0.03 0.17 859_to_304 DUMMY 686.47 0 00:46 863-879dummy DUMMY 405.40 0 00:57 873 CONDUIT 384.64 0 00:49 7.65 0.97 1.00 878 CONDUIT 89.53 0 00:40 6.01 0.02 0.12 879-990dummy DUMMY 425.48 0 00:55 944 CONDUIT 114.74 0 01:42 8.10 0.09 0.52 945 CONDUIT 223.87 0 00:55 11.02 1.40 0.55 A01_to_RedFoxPond DUMMY 799.24 0 00:44 A02 CONDUIT 789.94 0 00:44 40.06 2.78 0.60 A03 CONDUIT 716.32 0 00:45 18.63 3.02 0.75 A04 CONDUIT 630.23 0 00:46 13.19 1.60 0.94 A05 CONDUIT 554.69 0 00:43 10.84 1.10 0.94 A06 CONDUIT 545.15 0 00:47 10.82 0.98 0.92 A07 CONDUIT 547.08 0 00:42 10.62 1.18 0.93 A08 CONDUIT 549.17 0 00:42 10.39 1.43 0.95 A09 CONDUIT 549.81 0 00:42 10.18 1.26 0.96 A10 CONDUIT 525.10 0 00:43 9.46 2.92 0.99 A11 CONDUIT 499.60 0 00:43 8.84 1.24 1.00 A12 CONDUIT 500.21 0 00:43 8.83 0.83 1.00 A14 CONDUIT 405.14 0 00:49 8.06 0.97 1.00 A15 CONDUIT 394.44 0 00:49 7.85 0.98 1.00 A16a CONDUIT 355.80 0 00:43 7.08 0.78 1.00 A18 CONDUIT 347.60 0 00:43 9.03 1.26 1.00 A20 CONDUIT 329.92 0 00:41 8.57 1.22 1.00 A21 CONDUIT 329.73 0 00:41 8.57 1.05 1.00 A22 CONDUIT 266.15 0 00:41 6.92 0.91 1.00 A23 CONDUIT 186.50 0 00:52 5.62 0.77 1.00 A26 CONDUIT 186.33 0 00:52 5.18 0.85 1.00 A27 CONDUIT 186.28 0 00:52 6.11 0.73 1.00 A28 CONDUIT 186.24 0 00:52 5.69 0.91 1.00 A28-850 CONDUIT 5.43 0 00:46 0.47 0.04 0.57 A29 CONDUIT 90.11 0 00:52 2.50 0.30 1.00 A30 CONDUIT 76.25 0 02:41 15.53 1.98 1.00 A31 CONDUIT 76.24 0 02:40 15.53 2.04 1.00 Avery_LowFlow_1 CONDUIT 6.51 0 02:45 5.30 3.57 1.00 Page 92 100yr Canal Importation Hydrology Update.txt Avery_LowFlow_3 CONDUIT 6.51 0 02:44 5.30 1.37 1.00 B2 CONDUIT 7.44 0 01:14 2.54 0.11 0.51 Basin_423_outflow CONDUIT 7.64 0 00:40 1.29 0.01 0.17 C3 CONDUIT 186.29 0 00:52 5.61 0.72 1.00 C4 CONDUIT 186.43 0 00:52 5.62 0.83 1.00 C8 CONDUIT 6.51 0 02:44 5.30 1.42 1.00 GC_2 CONDUIT 63.78 0 00:45 6.28 1.20 1.00 GC_3 CONDUIT 51.43 0 00:48 4.78 0.10 0.30 GC_4 CONDUIT 50.67 0 00:48 3.35 0.49 0.93 IB-1b CHANNEL 65.98 0 00:41 3.19 0.01 0.14 IBa CONDUIT 5.68 0 00:41 13.91 0.98 0.52 L10 CONDUIT 32.64 0 00:40 8.64 0.40 0.72 L11 CONDUIT 210.11 0 02:07 21.70 0.34 0.74 L12-1 CONDUIT 20.74 0 00:40 6.68 0.38 1.00 L12-2 CONDUIT 18.71 0 00:39 5.99 1.85 1.00 L13 CONDUIT 24.56 0 00:40 14.45 0.13 1.00 L17 CONDUIT 120.98 0 00:40 9.63 0.35 1.00 L17-1 CONDUIT 120.96 0 00:40 9.63 1.88 1.00 L2 CONDUIT 35.32 0 00:40 8.51 0.63 0.79 L2-1 CONDUIT 35.31 0 00:40 7.19 0.60 1.00 L3 CONDUIT 20.01 0 00:40 8.33 0.38 0.71 L3-1 CONDUIT 21.25 0 00:40 8.55 0.46 0.74 L4 CONDUIT 107.24 0 00:40 10.77 0.46 0.74 L5 CONDUIT 18.63 0 00:40 9.36 0.52 0.61 L6-1 CONDUIT 40.70 0 00:47 8.74 0.24 0.91 L6-2 CONDUIT 40.71 0 00:45 5.63 0.91 0.79 L6-3 CONDUIT 15.39 0 00:54 4.90 0.30 1.00 L6-4 CONDUIT 54.51 0 00:40 7.92 0.68 0.95 L7-1 CONDUIT 36.82 0 00:40 9.81 0.48 0.73 L7-2 CONDUIT 18.34 0 00:40 14.32 0.23 0.44 L8 CONDUIT 32.13 0 00:40 8.23 0.47 0.74 PP_1 CONDUIT 44.34 0 00:44 6.19 0.09 1.00 PP_2 CONDUIT 44.36 0 00:44 3.53 9.11 1.00 PP_3 CONDUIT 45.01 0 00:44 3.58 22.27 1.00 PP_4 CONDUIT 13.71 0 01:25 6.48 1.18 0.53 PP_4_overflow CHANNEL 20.34 0 01:25 1.76 0.01 0.10 U-1 CONDUIT 62.39 0 00:40 6.48 1.20 1.00 U-2 CONDUIT 62.43 0 00:40 6.81 0.65 0.91 U-3 CONDUIT 62.32 0 00:40 7.96 1.07 0.76 322_High_Flow_Orifice_GP ORIFICE 2.52 0 09:23 1.00 322_Glenmoor_Overflow-Grates ORIFICE 75.06 0 02:34 324_Plum_Orifice ORIFICE 46.48 0 00:46 1.00 Avery_LowFlow_Orifice ORIFICE 6.52 0 02:42 1.00 Avery_Orifice ORIFICE 210.10 0 02:05 1.00 322_Glenmoor_Spillway WEIR 0.00 0 00:00 0.00 378_Avery_Spillway WEIR 64.74 0 02:06 0.58 119out WEIR 42.17 0 00:57 0.60 353Out DUMMY 29.94 0 02:57 326Out DUMMY 73.30 0 01:27 328out DUMMY 104.98 0 03:05 330out DUMMY 79.94 0 09:57 335out DUMMY 364.34 0 02:33 390out DUMMY 313.14 0 00:51 Page 93 100yr Canal Importation Hydrology Update.txt 396out DUMMY 76.51 0 02:10 395out DUMMY 32.81 0 02:48 399out DUMMY 25.48 0 06:44 368out DUMMY 75.86 0 02:05 370out DUMMY 142.27 0 01:05 310out DUMMY 14.43 0 02:27 313out DUMMY 0.00 0 00:00 315out DUMMY 134.22 0 00:46 316out DUMMY 159.62 0 00:52 344out DUMMY 39.44 0 00:50 304out DUMMY 114.74 0 01:42 308out DUMMY 0.49 0 02:19 345out DUMMY 26.86 0 01:57 347out DUMMY 7.39 0 03:40 367out DUMMY 1.90 0 02:07 366out DUMMY 49.89 0 00:45 358out DUMMY 19.66 0 01:09 360out DUMMY 255.41 0 00:59 362out DUMMY 4.42 0 01:04 356out DUMMY 9.45 0 02:10 364out DUMMY 27.28 0 00:53 338out DUMMY 91.62 0 01:42 334out DUMMY 137.13 0 00:45 337out DUMMY 5.34 0 01:09 318out DUMMY 18.09 0 00:51 317out DUMMY 6.67 0 00:35 319out DUMMY 8.59 0 00:50 349out DUMMY 39.79 0 00:48 299out DUMMY 31.50 0 00:52 *************************** Flow Classification Summary *************************** ------------------------------------------------------------------------------------- Adjusted ---------- Fraction of Time in Flow Class ---------- /Actual Up Down Sub Sup Up Down Norm Inlet Conduit Length Dry Dry Dry Crit Crit Crit Crit Ltd Ctrl ------------------------------------------------------------------------------------- 1 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.91 0.00 10 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.88 0.00 102_overflow 1.00 0.99 0.00 0.00 0.01 0.00 0.00 0.00 0.98 0.00 102_pipe 1.00 0.00 0.00 0.00 0.96 0.04 0.00 0.00 0.95 0.00 103_overflow 1.00 0.99 0.00 0.00 0.01 0.00 0.00 0.00 0.97 0.00 104_overflow 1.00 0.98 0.01 0.00 0.01 0.01 0.00 0.00 0.97 0.00 104_pipe 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.88 0.00 105_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 105_pipe 1.00 0.00 0.00 0.00 0.15 0.84 0.00 0.00 0.00 0.00 110_overflow 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 110_pipe 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.75 0.00 115_overflow 1.00 0.99 0.00 0.00 0.01 0.00 0.00 0.00 0.96 0.00 115_pipe 1.00 0.00 0.00 0.00 0.93 0.06 0.00 0.00 0.92 0.00 Page 94 100yr Canal Importation Hydrology Update.txt 123a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 123b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 4 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.04 0.00 5 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.04 0.00 8 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.67 0.00 9 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 15 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 17 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 20 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.00 0.00 21 1.00 0.00 0.06 0.00 0.94 0.00 0.00 0.00 0.98 0.00 22 26.38 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 24 2.75 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 25 1.00 0.00 0.00 0.00 0.06 0.94 0.00 0.00 0.91 0.00 26 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.34 0.00 27 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.07 0.00 29 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 30 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 32 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.86 0.00 33 1.37 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 36 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 37 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.08 0.00 38 1.00 0.00 0.00 0.00 0.70 0.30 0.00 0.00 0.75 0.00 39 1.00 0.00 0.00 0.00 0.48 0.52 0.00 0.00 0.00 0.00 40 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 42 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 43 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 45 2.15 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 46 1.00 0.00 0.00 0.00 0.99 0.00 0.00 0.01 0.96 0.00 47 1.00 0.00 0.00 0.00 0.06 0.94 0.00 0.00 0.15 0.00 48 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.65 0.00 53 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.95 0.00 54 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 55 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.92 0.00 56 1.00 0.00 0.00 0.00 0.53 0.47 0.00 0.00 0.61 0.00 57 1.00 0.00 0.00 0.00 0.02 0.98 0.00 0.00 0.01 0.00 59 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 64 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 68 1.00 0.00 0.00 0.00 0.99 0.00 0.00 0.00 0.97 0.00 73 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 74 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 75 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 76 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 81 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.97 0.00 82 1.00 0.00 0.57 0.00 0.42 0.01 0.00 0.00 0.99 0.00 83 1.00 0.00 0.39 0.00 0.60 0.02 0.00 0.00 0.98 0.00 84 1.00 0.00 0.14 0.00 0.84 0.02 0.00 0.00 0.99 0.00 85 1.00 0.00 0.00 0.00 0.97 0.02 0.00 0.00 0.80 0.00 86 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 87 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.91 0.00 88 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 89 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.97 0.00 92 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 93 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 Page 95 100yr Canal Importation Hydrology Update.txt 94 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 95 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 101 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.02 0.00 103 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.91 0.00 108 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.03 0.00 113 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 116 1.00 0.00 0.00 0.00 0.00 0.00 0.99 0.00 0.01 0.00 117 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.11 0.00 118 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 120 1.00 0.00 0.00 0.00 0.10 0.90 0.00 0.00 0.01 0.00 121 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 125 1.00 0.00 0.00 0.00 0.75 0.00 0.00 0.24 0.78 0.00 126 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 127 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 135 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 136 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 137 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 138 1.00 0.00 0.01 0.00 0.40 0.59 0.00 0.00 0.95 0.00 139 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 140 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 141 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 142 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 148 1.00 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.11 0.00 149 1.00 0.00 0.00 0.00 0.93 0.01 0.00 0.06 0.93 0.00 151 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.97 0.00 152 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 153 1.00 0.00 0.01 0.00 0.99 0.00 0.00 0.00 0.96 0.00 155 1.00 0.00 0.00 0.00 0.04 0.96 0.00 0.00 0.94 0.00 158 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 1.00 0.00 159 1.00 0.00 0.00 0.00 0.10 0.00 0.00 0.90 0.22 0.00 16_overflow 1.00 0.00 0.99 0.00 0.01 0.00 0.00 0.00 0.98 0.00 16_pipe 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.91 0.00 167_overflow 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 167_pipe 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.98 0.00 171 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.89 0.00 172 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.02 0.00 176 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 18_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 18_pipe 1.00 0.00 0.00 0.00 0.03 0.97 0.00 0.00 0.00 0.00 181 1.00 0.00 0.00 0.00 0.02 0.97 0.00 0.00 0.15 0.00 183 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.98 0.00 184 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 187 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 188_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 188_pipe 1.00 0.00 0.00 0.00 0.70 0.30 0.00 0.00 0.59 0.00 189 1.00 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.99 0.00 190 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.88 0.00 191_overflow 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 191_pipe 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 2_overflow 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 2_pipe 1.00 0.00 0.00 0.00 0.95 0.05 0.00 0.00 0.57 0.00 220-322 26.44 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.99 0.00 24-Skyline_Plum_Overflow_A 7.35 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 Page 96 100yr Canal Importation Hydrology Update.txt 24-Skyline_Plum_Overflow_B 7.35 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 278 29.72 0.00 0.00 0.00 0.87 0.13 0.00 0.00 0.38 0.00 28_overflow 1.00 0.49 0.50 0.00 0.01 0.00 0.00 0.00 0.96 0.00 28_pipe 1.00 0.00 0.00 0.00 0.50 0.00 0.00 0.50 0.51 0.00 283 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 285 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 287 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 288 1.63 0.98 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 3_overflow 1.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 3_pipe 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.92 0.00 301-302dummy 30.99 0.00 0.01 0.00 0.00 0.99 0.00 0.00 0.03 0.00 303 63.22 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.02 0.00 418 1.00 0.00 0.97 0.00 0.03 0.00 0.00 0.00 1.00 0.00 421_to_621_dummy 11.50 0.00 0.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 422_to_622_dummy 32.41 0.00 0.98 0.00 0.00 0.01 0.00 0.00 0.97 0.00 423 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 424 1.00 0.84 0.01 0.00 0.13 0.02 0.00 0.00 0.05 0.00 428 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 433 3.17 0.00 0.20 0.00 0.80 0.00 0.00 0.00 0.94 0.00 434_to_534_dummy 118.04 0.99 0.00 0.00 0.00 0.01 0.00 0.00 0.03 0.00 436_to_636_dummy 263.83 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.91 0.00 438_to_138_dummy 39.49 0.01 0.97 0.00 0.01 0.01 0.00 0.00 0.94 0.00 469 1.00 0.00 0.13 0.00 0.87 0.00 0.00 0.00 0.92 0.00 506 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 507 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 508 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 513 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 519 1.00 0.68 0.01 0.00 0.31 0.00 0.00 0.00 0.01 0.00 520 3.89 0.96 0.00 0.00 0.01 0.02 0.00 0.00 0.00 0.00 521 5.79 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.15 0.00 522 83.79 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.44 0.00 523a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.01 0.00 523b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.01 0.00 529 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.16 0.00 530 3.34 0.94 0.00 0.00 0.03 0.02 0.00 0.00 0.01 0.00 533a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 533b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 536 1.43 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.99 0.00 538 12.94 0.00 0.00 0.00 0.22 0.78 0.00 0.00 0.23 0.00 539 1.00 0.00 0.00 0.00 0.97 0.03 0.00 0.00 0.05 0.00 540 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 543 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.96 0.00 543_US 5.74 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 549 1.00 0.13 0.00 0.00 0.00 0.00 0.00 0.87 0.00 0.00 550 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.06 0.00 559 5.37 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 560 1.00 0.00 0.00 0.00 0.56 0.44 0.00 0.00 0.66 0.00 563 1.00 0.00 0.00 0.00 0.02 0.97 0.00 0.00 0.99 0.00 569 1.00 0.00 0.00 0.00 0.01 0.00 0.00 0.99 0.00 0.00 569_A 5.62 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.01 0.00 569B_1 1.04 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.89 0.00 569B_2 2.17 0.99 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 570 1.00 0.00 0.00 0.00 0.26 0.74 0.00 0.00 0.28 0.00 Page 97 100yr Canal Importation Hydrology Update.txt 573 1.00 0.00 0.00 0.00 0.03 0.97 0.00 0.00 0.99 0.00 577a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 577b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 579 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 580 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 583 1.00 0.00 0.00 0.00 0.01 0.98 0.00 0.02 0.91 0.00 587a 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 587b 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 589 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 593 1.00 0.00 0.00 0.00 0.00 0.99 0.00 0.00 0.98 0.00 597 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 598 7.37 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 634_outfall 374.32 0.00 0.00 0.00 0.46 0.54 0.00 0.00 0.09 0.00 709 1.81 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 711 1.00 0.00 0.17 0.00 0.80 0.03 0.00 0.00 0.85 0.00 712 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.13 0.00 713 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.06 0.00 714 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.06 0.00 715 1.00 0.00 0.00 0.00 0.99 0.01 0.00 0.00 0.02 0.00 719_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 719_pipe 1.00 0.00 0.00 0.00 0.68 0.32 0.00 0.00 0.28 0.00 720 1.00 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.29 0.00 721 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 722 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.18 0.00 733 1.00 0.00 0.00 0.00 0.01 0.99 0.00 0.00 0.28 0.00 821 1.00 0.00 0.00 0.00 0.03 0.97 0.00 0.00 0.97 0.00 822 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 838 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.39 0.00 873 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 878 1.00 0.00 0.00 0.00 0.98 0.02 0.00 0.00 0.00 0.00 944 2.67 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.99 0.00 945 1.00 0.00 0.00 0.00 0.75 0.25 0.00 0.00 0.00 0.00 A02 1.15 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.08 0.00 A03 1.69 0.00 0.00 0.00 0.22 0.78 0.00 0.00 0.06 0.00 A04 1.21 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.04 0.00 A05 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A06 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A07 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A08 1.35 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A09 1.55 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A10 1.39 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A11 1.11 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A12 1.07 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A14 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A15 1.38 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A16a 2.27 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A18 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.66 0.00 A20 1.51 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A21 2.01 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A22 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A23 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A26 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.40 0.00 A27 1.14 0.00 0.00 0.00 0.22 0.78 0.00 0.00 0.00 0.00 Page 98 100yr Canal Importation Hydrology Update.txt A28 7.85 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 A28-850 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.97 0.00 A29 3.06 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 A30 1.12 0.00 0.00 0.00 0.20 0.02 0.00 0.77 0.00 0.00 A31 1.00 0.00 0.00 0.00 0.20 0.80 0.00 0.00 0.00 0.00 Avery_LowFlow_1 1.00 0.00 0.00 0.00 0.11 0.00 0.00 0.89 0.00 0.00 Avery_LowFlow_3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 B2 2.43 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.85 0.00 Basin_423_outflow 3.17 0.00 0.39 0.00 0.61 0.00 0.00 0.00 0.93 0.00 C3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.29 0.00 C4 1.60 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 C8 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.01 0.00 GC_2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.97 0.00 GC_3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.93 0.00 GC_4 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 IB-1b 1.00 0.98 0.01 0.00 0.01 0.00 0.00 0.00 0.96 0.00 IBa 1.00 0.00 0.00 0.00 0.73 0.27 0.00 0.00 0.73 0.00 L10 5.62 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L11 3.96 0.00 0.00 0.00 0.00 0.02 0.00 0.98 0.00 0.00 L12-1 2.41 0.00 0.00 0.00 0.21 0.01 0.00 0.78 0.00 0.00 L12-2 1.00 0.00 0.00 0.00 0.03 0.00 0.00 0.97 0.04 0.00 L13 10.41 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.07 0.00 L17 21.25 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.69 0.00 L17-1 4.12 0.00 0.00 0.00 0.20 0.00 0.00 0.80 0.00 0.00 L2 2.68 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L2-1 4.40 0.00 0.00 0.00 0.97 0.03 0.00 0.00 0.86 0.00 L3 8.48 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L3-1 3.62 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L4 8.43 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L5 4.06 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L6-1 1.44 0.00 0.00 0.00 0.02 0.00 0.00 0.97 0.10 0.00 L6-2 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L6-3 19.21 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.04 0.00 L6-4 3.54 0.00 0.00 0.00 0.02 0.00 0.00 0.98 0.02 0.00 L7-1 2.47 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L7-2 14.07 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 L8 4.93 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 PP_1 4.53 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.75 0.00 PP_2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 PP_3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 PP_4 1.00 0.00 0.00 0.00 0.82 0.18 0.00 0.00 0.20 0.00 PP_4_overflow 1.00 0.98 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 U-1 1.96 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 U-2 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.91 0.00 U-3 1.76 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 ************************* Conduit Surcharge Summary ************************* ---------------------------------------------------------------------------- Hours Hours Page 99 100yr Canal Importation Hydrology Update.txt --------- Hours Full -------- Above Full Capacity Conduit Both Ends Upstream Dnstream Normal Flow Limited ---------------------------------------------------------------------------- 102_pipe 1.01 1.01 1.38 0.01 0.01 104_pipe 1.85 1.85 4.58 0.01 0.01 105_pipe 0.01 3.89 0.01 0.01 0.01 110_pipe 0.01 0.01 23.61 0.01 0.01 115_pipe 1.05 1.05 1.40 0.01 0.30 24 0.01 0.35 0.01 0.43 0.01 30 0.01 0.01 9.33 0.01 0.01 92 0.01 0.01 1.77 0.01 0.01 103 1.68 1.68 1.85 0.01 0.13 148 0.01 0.01 1.63 0.01 0.01 16_pipe 1.17 1.40 1.59 0.85 1.08 167_pipe 0.29 0.29 0.46 0.01 0.19 18_pipe 0.51 2.82 0.51 1.64 0.51 188_pipe 0.01 2.16 0.01 0.01 0.01 191_pipe 0.01 0.01 1.23 0.01 0.01 2_pipe 0.68 0.68 1.01 0.01 0.16 220-322 0.01 0.01 20.01 0.01 0.01 278 0.01 3.89 0.01 0.01 0.01 28_pipe 0.01 1.58 0.01 1.09 0.01 283 0.42 0.42 0.73 0.23 0.22 285 0.03 0.18 0.03 0.01 0.03 3_pipe 1.38 1.38 1.68 0.14 0.22 303 3.73 23.05 3.73 23.23 3.72 418 0.01 0.01 23.44 0.01 0.01 469 0.01 0.01 0.40 0.01 0.01 521 0.48 0.50 0.48 0.61 0.48 536 0.01 0.01 0.09 0.05 0.01 538 7.78 7.78 7.80 7.80 7.77 543 0.03 0.03 0.24 0.01 0.03 569 0.41 1.82 0.41 1.52 0.17 569B_1 1.78 1.84 1.82 1.23 1.46 634_outfall 0.01 0.74 0.01 0.01 0.01 719_pipe 0.01 3.00 0.01 0.01 0.01 873 0.23 0.24 0.23 0.01 0.23 945 0.01 0.01 0.01 3.38 0.01 A02 0.01 0.09 0.01 2.37 0.01 A03 0.01 0.01 0.01 3.25 0.01 A04 0.01 0.01 0.01 0.54 0.01 A05 0.01 0.01 0.01 0.11 0.01 A07 0.01 0.01 0.01 0.23 0.01 A08 0.01 0.01 0.01 0.41 0.01 A09 0.01 0.01 0.01 0.26 0.01 A10 0.01 0.02 0.01 4.34 0.01 A11 0.02 0.04 0.02 0.28 0.02 A12 0.03 0.03 0.04 0.01 0.01 A14 0.22 0.22 0.23 0.01 0.09 A15 0.22 0.23 0.22 0.01 0.22 A16a 0.24 0.26 0.24 0.01 0.24 A18 0.30 0.30 0.42 0.21 0.22 A20 0.30 0.31 0.30 0.21 0.30 Page 100 100yr Canal Importation Hydrology Update.txt A21 0.31 0.31 0.31 0.07 0.31 A22 0.30 0.30 0.31 0.01 0.21 A23 0.33 0.33 0.35 0.01 0.01 A26 1.62 1.73 1.62 0.01 1.62 A27 0.38 0.38 0.40 0.01 0.01 A28 0.38 0.38 0.40 0.01 0.01 A29 1.72 1.72 1.74 0.01 0.03 A30 6.97 7.54 6.99 7.28 6.62 A31 7.50 7.50 7.54 7.30 7.18 Avery_LowFlow_1 4.97 23.41 4.97 23.27 4.82 Avery_LowFlow_3 23.37 23.37 23.37 22.96 23.02 B2 0.01 1.86 0.01 0.01 0.01 C3 0.30 0.30 0.33 0.01 0.01 C4 0.33 0.33 0.33 0.01 0.16 C8 23.37 23.37 23.41 22.99 23.03 GC_2 0.31 0.31 0.35 0.26 0.26 IBa 0.01 1.70 0.01 0.01 0.01 L10 0.01 0.06 0.01 0.01 0.01 L11 0.01 0.01 0.17 0.01 0.01 L12-1 3.36 3.36 4.13 0.01 0.01 L12-2 0.38 0.44 1.47 0.18 0.09 L13 0.02 0.02 0.30 0.01 0.01 L17 0.43 0.46 0.50 0.01 0.22 L17-1 0.48 0.50 0.49 0.18 0.33 L2 0.01 0.04 0.01 0.01 0.01 L2-1 0.04 0.10 0.04 0.01 0.04 L3 0.01 0.05 0.01 0.01 0.01 L3-1 0.01 0.03 0.01 0.01 0.01 L4 0.01 0.10 0.01 0.01 0.01 L6-1 0.01 0.01 0.19 0.01 0.01 L6-3 0.32 0.32 0.40 0.01 0.01 L6-4 0.01 0.02 0.01 0.01 0.01 L8 0.01 0.07 0.01 0.01 0.01 PP_1 2.33 2.33 6.58 0.01 0.01 PP_2 6.58 6.58 6.58 6.81 5.45 PP_3 6.57 6.58 6.57 8.04 6.37 PP_4 0.01 7.31 0.01 4.69 0.01 U-1 0.07 0.08 0.07 0.06 0.07 U-2 0.01 0.07 0.01 0.01 0.01 U-3 0.01 0.01 0.01 0.04 0.01 Analysis begun on: Tue Oct 20 09:56:26 2020 Analysis ended on: Tue Oct 20 09:57:52 2020 Total elapsed time: 00:01:26 Page 101 Appendix D Water Quality/LID Design Computations POND 1 Project: The Quarry By:B. Ruch REQUIRED STORAGE & OUTLET WORKS: BASIN AREA (acres)= 5.461 <-- INPUT from impervious calcs BASIN IMPERVIOUSNESS PERCENT = 75.00 <-- INPUT from impervious calcs BASIN IMPERVIOUSNESS RATIO = 0.7500 <-- CALCULATED Drain Time (hrs) 40 <-- INPUT Drain Time Coefficient 1.0 <-- CALCULATED from Figure Table 3-2 WQCV (watershed inches) = 0.300 <-- CALCULATED from Figure 3-2 WQCV (ac-ft) = 0.136 <-- CALCULATED from UDFCD DCM V.3 Section 6.5 Adjusted WQCV (cu-ft) = 5938 <-- CALCULATED WQ Depth (ft) = 4.000 <-- INPUT from stage-storage table AREA REQUIRED PER ROW, a (in 2 ) = 0.316 <-- CALCULATED from Figure EDB-3 CIRCULAR PERFORATION SIZING: dia (in) = 5/8 <-- INPUT from Figure 5 number of rows = 12 t (in) = 0.500 <-- INPUT from Figure 5 number of columns = 1.000 <-- CALCULATED from WQ Depth and row spacing WATER QUALITY CONTROL STRUCTURE PLATE November 5, 2020 Sheet 1 of 2 Designer: Company: Date: Project: Location: 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, Ia Ia = 80.0 % (100% if all paved and roofed areas upstream of rain garden) B) Tributary Area's Imperviousness Ratio (i = Ia/100) i = 0.800 C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV = 0.26 watershed inches (WQCV= 0.8 * (0.91* i3 - 1.19 * i2 + 0.78 * i) D) Contributing Watershed Area (including rain garden area) Area = 186,729 sq ft E) Water Quality Capture Volume (WQCV) Design Volume VWQCV = 4,087 cu ft Vol = (WQCV / 12) * Area F) For Watersheds Outside of the Denver Region, Depth of d6 = in Average Runoff Producing Storm G) For Watersheds Outside of the Denver Region, VWQCV OTHER = 0.0 cu ft Water Quality Capture Volume (WQCV) Design Volume H) User Input of Water Quality Capture Volume (WQCV) Design Volume VWQCV USER = cu ft (Only if a different WQCV Design Volume is desired) 2. Basin Geometry A) WQCV Depth (12-inch maximum) DWQCV = 12 in B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical) Z = 4.00 ft / ft (Use "0" if rain garden has vertical walls) C) Mimimum Flat Surface Area AMin = 2988 sq ft D) Actual Flat Surface Area AActual = 2988 sq ft E) Area at Design Depth (Top Surface Area) ATop = 3929 sq ft F) Rain Garden Total Volume VT= 3,459 cu ft TOTAL VOLUME < DESIGN VOLUME (VT= ((ATop + AActual) / 2) * Depth) 3. Growing Media 4. Underdrain System A) Are underdrains provided? B) Underdrain system orifice diameter for 12 hour drain time i) Distance From Lowest Elevation of the Storage y = N/A ft Volume to the Center of the Orifice ii) Volume to Drain in 12 Hours Vol12 = N/A cu ft iii) Orifice Diameter, 3/8" Minimum DO = N/A in Design Procedure Form: Rain Garden (RG) Benjamin Ruch Northern Engineering November 10, 2020 The Quarry - RG A Fort Collins, CO UD-BMP (Version 3.06, November 2016) Choose One Choose One 18" Rain Garden Growing Media Other (Explain): YES NO RG A_UD-BMP_v3.06.xlsm, RG 11/10/2020, 9:26 AM Sheet 2 of 2 Designer: Company: Date: Project: Location: 5. Impermeable Geomembrane Liner and Geotextile Separator Fabric A) Is an impermeable liner provided due to proximity of structures or groundwater contamination? 6. Inlet / Outlet Control A) Inlet Control 7. Vegetation 8. Irrigation A) Will the rain garden be irrigated? Notes: Design Procedure Form: Rain Garden (RG) Benjamin Ruch Northern Engineering November 10, 2020 The Quarry - RG A Fort Collins, CO Choose One Choose One Choose One Sheet Flow- No Energy Dissipation Required Concentrated Flow- Energy Dissipation Provided Plantings Seed (Plan for frequent weed control) Sand Grown or Other High Infiltration Sod Choose One YES NO YES NO RG A_UD-BMP_v3.06.xlsm, RG 11/10/2020, 9:26 AM Sheet 1 of 2 Designer: Company: Date: Project: Location: 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, Ia Ia = 90.0 % (100% if all paved and roofed areas upstream of rain garden) B) Tributary Area's Imperviousness Ratio (i = Ia/100) i = 0.900 C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV = 0.32 watershed inches (WQCV= 0.8 * (0.91* i3 - 1.19 * i2 + 0.78 * i) D) Contributing Watershed Area (including rain garden area) Area = 293,909 sq ft E) Water Quality Capture Volume (WQCV) Design Volume VWQCV = 7,867 cu ft Vol = (WQCV / 12) * Area F) For Watersheds Outside of the Denver Region, Depth of d6 = in Average Runoff Producing Storm G) For Watersheds Outside of the Denver Region, VWQCV OTHER = 0.0 cu ft Water Quality Capture Volume (WQCV) Design Volume H) User Input of Water Quality Capture Volume (WQCV) Design Volume VWQCV USER = cu ft (Only if a different WQCV Design Volume is desired) 2. Basin Geometry A) WQCV Depth (12-inch maximum) DWQCV = 12 in B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical) Z = 4.00 ft / ft (Use "0" if rain garden has vertical walls) C) Mimimum Flat Surface Area AMin = 5290 sq ft D) Actual Flat Surface Area AActual = 2214 sq ft ACTUAL FLAT AREA < MINIMUM FLAT AREA E) Area at Design Depth (Top Surface Area) ATop = 3231 sq ft F) Rain Garden Total Volume VT= 2,723 cu ft TOTAL VOLUME < DESIGN VOLUME (VT= ((ATop + AActual) / 2) * Depth) 3. Growing Media 4. Underdrain System A) Are underdrains provided? B) Underdrain system orifice diameter for 12 hour drain time i) Distance From Lowest Elevation of the Storage y = N/A ft Volume to the Center of the Orifice ii) Volume to Drain in 12 Hours Vol12 = N/A cu ft iii) Orifice Diameter, 3/8" Minimum DO = N/A in Design Procedure Form: Rain Garden (RG) Benjamin Ruch Northern Engineering November 10, 2020 The Quarry - RG B Fort Collins, CO UD-BMP (Version 3.06, November 2016) Choose One Choose One 18" Rain Garden Growing Media Other (Explain): YES NO RG B_UD-BMP_v3.06.xlsm, RG 11/10/2020, 9:27 AM Sheet 2 of 2 Designer: Company: Date: Project: Location: 5. Impermeable Geomembrane Liner and Geotextile Separator Fabric A) Is an impermeable liner provided due to proximity of structures or groundwater contamination? 6. Inlet / Outlet Control A) Inlet Control 7. Vegetation 8. Irrigation A) Will the rain garden be irrigated? Notes: Design Procedure Form: Rain Garden (RG) Benjamin Ruch Northern Engineering November 10, 2020 The Quarry - RG B Fort Collins, CO Choose One Choose One Choose One Sheet Flow- No Energy Dissipation Required Concentrated Flow- Energy Dissipation Provided Plantings Seed (Plan for frequent weed control) Sand Grown or Other High Infiltration Sod Choose One YES NO YES NO RG B_UD-BMP_v3.06.xlsm, RG 11/10/2020, 9:27 AM Appendix E Erosion Control Report Preliminary Drainage Report November 10, 2020 Watermark Residential Erosion Control Report Erosion Control Report A comprehensive Erosion and Sediment Control Plan (along with associated details) has been included with the final construction drawings. It should be noted, however, that any such Erosion and Sediment Control Plan serves only as a general guide to the Contractor. Staging and/or phasing of the BMPs depicted, and additional or different BMPs from those included may be necessary during construction, or as required by the authorities having jurisdiction. It shall be the responsibility of the Contractor to ensure erosion control measures are properly maintained and followed. The Erosion and Sediment Control Plan is intended to be a living document, constantly adapting to site conditions and needs. The Contractor shall update the location of BMPs as they are installed, removed or modified in conjunction with construction activities. It is imperative to appropriately reflect the current site conditions at all times. The Erosion and Sediment Control Plan shall address both temporary measures to be implemented during construction, as well as permanent erosion control protection. Best Management Practices from the Volume 3, Chapter 7 – Construction BMPs will be utilized. Measures may include, but are not limited to, silt fencing and/or wattles along the disturbed perimeter, gutter protection in the adjacent roadways and inlet protection at existing and proposed storm inlets. Vehicle tracking control pads, spill containment and clean-up procedures, designated concrete washout areas, dumpsters, and job site restrooms shall also be provided by the Contractor. Grading and Erosion Control Notes can be found on Sheet CS2 of the Utility Plans. The Final Utility Plans will also contain a full-size Erosion Control Plan as well as a separate sheet dedicated to Erosion Control Details. In addition to this report and the referenced plan sheets, the Contractor shall be aware of, and adhere to, the applicable requirements outlined in any existing Development Agreement(s) of record, as well as the Development Agreement, to be recorded prior to issuance of the Development Construction Permit. Also, the Site Contractor for this project may be required to secure a Stormwater Construction General Permit from the Colorado Department of Public Health and Environment (CDPHE), Water Quality Control Division – Stormwater Program, before commencing any earth disturbing activities. Prior to securing said permit, the Site Contractor shall develop a comprehensive Storm Water Management Plan (SWMP) pursuant to CDPHE requirements and guidelines. The SWMP will further describe and document the ongoing activities, inspections, and maintenance of construction BMPs. Appendix F USDA Soils Report United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Larimer County Area, Colorado The Quarry by Watermark Natural Resources Conservation Service November 9, 2020 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface.................................................................................................................... 2 How Soil Surveys Are Made..................................................................................5 Soil Map.................................................................................................................. 8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................ 11 Map Unit Descriptions.........................................................................................11 Larimer County Area, Colorado...................................................................... 13 3—Altvan-Satanta loams, 0 to 3 percent slopes......................................... 13 4—Altvan-Satanta loams, 3 to 9 percent slopes......................................... 15 76—Nunn clay loam, wet, 1 to 3 percent slopes......................................... 17 81—Paoli fine sandy loam, 0 to 1 percent slopes....................................... 18 Soil Information for All Uses...............................................................................20 Soil Properties and Qualities.............................................................................. 20 Soil Erosion Factors........................................................................................20 K Factor, Whole Soil....................................................................................20 Soil Qualities and Features.............................................................................23 Hydrologic Soil Group................................................................................. 23 References............................................................................................................28 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil 5 scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and Custom Soil Resource Report 6 identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. Custom Soil Resource Report 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 9 Custom Soil Resource Report Soil Map 4490180 4490240 4490300 4490360 4490420 4490480 4490540 4490180 4490240 4490300 4490360 4490420 4490480 4490540 491770 491830 491890 491950 492010 492070 492130 492190 492250 492310 491770 491830 491890 491950 492010 492070 492130 492190 492250 492310 40° 33' 56'' N 105° 5' 51'' W 40° 33' 56'' N 105° 5' 25'' W 40° 33' 44'' N 105° 5' 51'' W 40° 33' 44'' N 105° 5' 25'' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 100 200 400 600 Feet 0 40 80 160 240 Meters Map Scale: 1:2,760 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 3 Altvan-Satanta loams, 0 to 3 percent slopes 18.4 64.3% 4 Altvan-Satanta loams, 3 to 9 percent slopes 1.6 5.5% 76 Nunn clay loam, wet, 1 to 3 percent slopes 6.5 22.7% 81 Paoli fine sandy loam, 0 to 1 percent slopes 2.2 7.5% Totals for Area of Interest 28.6 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. Custom Soil Resource Report 11 The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. Custom Soil Resource Report 12 Larimer County Area, Colorado 3—Altvan-Satanta loams, 0 to 3 percent slopes Map Unit Setting National map unit symbol: jpw2 Elevation: 5,200 to 6,200 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Altvan and similar soils: 45 percent Satanta and similar soils: 30 percent Minor components: 25 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Altvan Setting Landform: Benches, terraces Landform position (three-dimensional): Side slope, tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Mixed alluvium Typical profile H1 - 0 to 10 inches: loam H2 - 10 to 18 inches: clay loam, loam, sandy clay loam H2 - 10 to 18 inches: loam, fine sandy loam, silt loam H2 - 10 to 18 inches: gravelly sand, gravelly coarse sand, coarse sand H3 - 18 to 30 inches: H3 - 18 to 30 inches: H3 - 18 to 30 inches: H4 - 30 to 60 inches: H4 - 30 to 60 inches: H4 - 30 to 60 inches: Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Available water capacity: Very high (about 13.2 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 3e Custom Soil Resource Report 13 Hydrologic Soil Group: B Hydric soil rating: No Description of Satanta Setting Landform: Terraces, structural benches Landform position (three-dimensional): Side slope, tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Mixed alluvium and/or eolian deposits Typical profile H1 - 0 to 9 inches: loam H2 - 9 to 18 inches: loam, clay loam, sandy clay loam H2 - 9 to 18 inches: loam, clay loam, fine sandy loam H2 - 9 to 18 inches: H3 - 18 to 60 inches: H3 - 18 to 60 inches: H3 - 18 to 60 inches: Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Available water capacity: Very high (about 27.4 inches) Interpretive groups Land capability classification (irrigated): 1 Land capability classification (nonirrigated): 3c Hydrologic Soil Group: B Hydric soil rating: No Minor Components Nunn Percent of map unit: 10 percent Hydric soil rating: No Larim Percent of map unit: 10 percent Hydric soil rating: No Stoneham Percent of map unit: 5 percent Hydric soil rating: No Custom Soil Resource Report 14 4—Altvan-Satanta loams, 3 to 9 percent slopes Map Unit Setting National map unit symbol: jpwf Elevation: 5,200 to 6,200 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Farmland of statewide importance Map Unit Composition Altvan and similar soils: 55 percent Satanta and similar soils: 35 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Altvan Setting Landform: Fans, benches, terraces Landform position (three-dimensional): Base slope, side slope, tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Mixed alluvium Typical profile H1 - 0 to 9 inches: loam H2 - 9 to 16 inches: clay loam, loam, sandy clay loam H2 - 9 to 16 inches: loam, fine sandy loam, silt loam H2 - 9 to 16 inches: gravelly sand, gravelly coarse sand, coarse sand H3 - 16 to 31 inches: H3 - 16 to 31 inches: H3 - 16 to 31 inches: H4 - 31 to 60 inches: H4 - 31 to 60 inches: H4 - 31 to 60 inches: Properties and qualities Slope: 6 to 9 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Custom Soil Resource Report 15 Available water capacity: Very high (about 13.7 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Hydric soil rating: No Description of Satanta Setting Landform: Structural benches, terraces Landform position (three-dimensional): Side slope, tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Mixed alluvium and/or eolian deposits Typical profile H1 - 0 to 9 inches: loam H2 - 9 to 14 inches: loam, clay loam, sandy clay loam H2 - 9 to 14 inches: loam, clay loam, fine sandy loam H2 - 9 to 14 inches: H3 - 14 to 60 inches: H3 - 14 to 60 inches: H3 - 14 to 60 inches: Properties and qualities Slope: 3 to 6 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Available water capacity: Very high (about 27.4 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 3e Hydrologic Soil Group: B Hydric soil rating: No Minor Components Nunn Percent of map unit: 6 percent Hydric soil rating: No Larimer Percent of map unit: 4 percent Hydric soil rating: No Custom Soil Resource Report 16 76—Nunn clay loam, wet, 1 to 3 percent slopes Map Unit Setting National map unit symbol: jpxq Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Nunn, wet, and similar soils: 90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Nunn, Wet Setting Landform: Alluvial fans, stream terraces Landform position (three-dimensional): Base slope, tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile H1 - 0 to 10 inches: clay loam H2 - 10 to 47 inches: clay loam, clay H2 - 10 to 47 inches: clay loam, loam, gravelly sandy loam H3 - 47 to 60 inches: H3 - 47 to 60 inches: H3 - 47 to 60 inches: Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat poorly drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.60 in/hr) Depth to water table: About 24 to 36 inches Frequency of flooding: RareNone Frequency of ponding: None Calcium carbonate, maximum content: 10 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water capacity: Very high (about 19.8 inches) Interpretive groups Land capability classification (irrigated): 2w Land capability classification (nonirrigated): 3s Custom Soil Resource Report 17 Hydrologic Soil Group: C Hydric soil rating: No Minor Components Heldt Percent of map unit: 6 percent Hydric soil rating: No Dacono Percent of map unit: 3 percent Hydric soil rating: No Mollic halaquepts Percent of map unit: 1 percent Landform: Swales Hydric soil rating: Yes 81—Paoli fine sandy loam, 0 to 1 percent slopes Map Unit Setting National map unit symbol: jpxx Elevation: 4,800 to 5,600 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 48 to 50 degrees F Frost-free period: 135 to 150 days Farmland classification: Prime farmland if irrigated Map Unit Composition Paoli and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Paoli Setting Landform: Stream terraces Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium Typical profile H1 - 0 to 30 inches: fine sandy loam H2 - 30 to 60 inches: fine sandy loam, sandy loam, loamy sand H2 - 30 to 60 inches: H2 - 30 to 60 inches: Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Drainage class: Well drained Custom Soil Resource Report 18 Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High (2.00 to 6.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 15 percent Maximum salinity: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water capacity: Very high (about 16.5 inches) Interpretive groups Land capability classification (irrigated): 1 Land capability classification (nonirrigated): 3c Hydrologic Soil Group: A Ecological site: R067BY036CO - Overflow Hydric soil rating: No Minor Components Caruso Percent of map unit: 6 percent Hydric soil rating: No Table mountain Percent of map unit: 6 percent Hydric soil rating: No Fluvaquentic haplustolls Percent of map unit: 3 percent Landform: Terraces Hydric soil rating: Yes Custom Soil Resource Report 19 Soil Information for All Uses Soil Properties and Qualities The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each property or quality. Soil Erosion Factors Soil Erosion Factors are soil properties and interpretations used in evaluating the soil for potential erosion. Example soil erosion factors can include K factor for the whole soil or on a rock free basis, T factor, wind erodibility group and wind erodibility index. K Factor, Whole Soil Erosion factor K indicates the susceptibility of a soil to sheet and rill erosion by water. Factor K is one of six factors used in the Universal Soil Loss Equation (USLE) and the Revised Universal Soil Loss Equation (RUSLE) to predict the average annual rate of soil loss by sheet and rill erosion in tons per acre per year. The estimates are based primarily on percentage of silt, sand, and organic matter and on soil structure and saturated hydraulic conductivity (Ksat). Values of K range from 0.02 to 0.69. Other factors being equal, the higher the value, the more susceptible the soil is to sheet and rill erosion by water. "Erosion factor Kw (whole soil)" indicates the erodibility of the whole soil. The estimates are modified by the presence of rock fragments. 20 21 Custom Soil Resource Report Map—K Factor, Whole Soil 4490180 4490240 4490300 4490360 4490420 4490480 4490540 4490180 4490240 4490300 4490360 4490420 4490480 4490540 491770 491830 491890 491950 492010 492070 492130 492190 492250 492310 491770 491830 491890 491950 492010 492070 492130 492190 492250 492310 40° 33' 56'' N 105° 5' 51'' W 40° 33' 56'' N 105° 5' 25'' W 40° 33' 44'' N 105° 5' 51'' W 40° 33' 44'' N 105° 5' 25'' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 100 200 400 600 Feet 0 40 80 160 240 Meters Map Scale: 1:2,760 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons .02 .05 .10 .15 .17 .20 .24 .28 .32 .37 .43 .49 .55 .64 Not rated or not available Soil Rating Lines .02 .05 .10 .15 .17 .20 .24 .28 .32 .37 .43 .49 .55 .64 Not rated or not available Soil Rating Points .02 .05 .10 .15 .17 .20 .24 .28 .32 .37 .43 .49 .55 .64 Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Table—K Factor, Whole Soil Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 3 Altvan-Satanta loams, 0 to 3 percent slopes .28 18.4 64.3% 4 Altvan-Satanta loams, 3 to 9 percent slopes .28 1.6 5.5% 76 Nunn clay loam, wet, 1 to 3 percent slopes .24 6.5 22.7% 81 Paoli fine sandy loam, 0 to 1 percent slopes .15 2.2 7.5% Totals for Area of Interest 28.6 100.0% Rating Options—K Factor, Whole Soil Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Layer Options (Horizon Aggregation Method): Surface Layer (Not applicable) Soil Qualities and Features Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil. Hydrologic Soil Group Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Custom Soil Resource Report 23 Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Custom Soil Resource Report 24 25 Custom Soil Resource Report Map—Hydrologic Soil Group 4490180 4490240 4490300 4490360 4490420 4490480 4490540 4490180 4490240 4490300 4490360 4490420 4490480 4490540 491770 491830 491890 491950 492010 492070 492130 492190 492250 492310 491770 491830 491890 491950 492010 492070 492130 492190 492250 492310 40° 33' 56'' N 105° 5' 51'' W 40° 33' 56'' N 105° 5' 25'' W 40° 33' 44'' N 105° 5' 51'' W 40° 33' 44'' N 105° 5' 25'' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 0 100 200 400 600 Feet 0 40 80 160 240 Meters Map Scale: 1:2,760 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as Table—Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 3 Altvan-Satanta loams, 0 to 3 percent slopes B 18.4 64.3% 4 Altvan-Satanta loams, 3 to 9 percent slopes B 1.6 5.5% 76 Nunn clay loam, wet, 1 to 3 percent slopes C 6.5 22.7% 81 Paoli fine sandy loam, 0 to 1 percent slopes A 2.2 7.5% Totals for Area of Interest 28.6 100.0% Rating Options—Hydrologic Soil Group Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Custom Soil Resource Report 27 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084 28 United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf Custom Soil Resource Report 29 Appendix G FEMA Firmette USGS The National Map: Orthoimagery. Data refreshed October, 2020. National Flood Hazard Layer FIRMette 0 250 500 1,000 1,500 2,000 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREENArea of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 11/9/2020 at 6:04 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES Map Pocket Drainage Exhibit CABLE F.O. MH / / / / / / / / T T T T T T T T T T 5015 (NAVD88) AM 5014 (NAVD88) 5014 (NAVD88) 5013 (NAVD88) 5011 (NAVD88) 5010 (NAVD88) 5008 (NAVD88) 179 178 177 176 175 174 173 172 171 170 169 168 5010 (NAVD88) 5011 (NAVD88) 5012 (NAVD88) 5013 (NAVD88) / / / / / / / / S UD UD S S D F.O. MH M M MH / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / CABLE F.O. MH / / / / / / / / T T T T T T T T T T / / / / / / / / S UD UD S S D F.O. MH M M MH / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ST ST ST ST ST ST UD UD UD UD / / / / / / / / S UD UD LOT 1 TRACT B TRACT A LOT 2 RAIN GARDEN A RAIN GARDEN B EXISTING DRAINAGE DITCH (DITCH C) WATER QUALITY POND D 2.09 ac. A1 1.98 ac. D1 0.06 ac. D2 0.69 ac. B1 2.22 ac. A2 0.45 ac. B2 0.62 ac. A3 1.22 ac. B6 0.48 ac. B5 0.29 ac. B4 3.14 ac. B3 0.46 ac. C1 0.16 ac. C2 0.33 ac. B10 0.07 ac. B7 0.01 ac. B8 0.16 ac. B9 0.47 ac. OS3 3.38 ac. E1 1.38 ac. E2 0.48 ac. OS1 1.80 ac. OS2 0.18 ac. F2 0.04 ac. F1 a3 d1 a1 b1 b2 b4 a2 ? b5 b7 ? b9 b10 b3 c1 d2 os2 os3 e1 e2 os1 b8 c2 CITY OF FORT COLLINS 100-YR FLOODWAY S SHIELDS ST. HOBBIT ST. WALLENBERG DR. FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN EXISTING SPRING CREEK TRAIL SPRING CREEK EXISTING SIDEWALK EXISTING 8' TRAIL CANAL IMPORTATION WINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS SPRING CREEK FEMA FLOODWAY 5015 (NAVD88) 5014 (NAVD88) 5014 (NAVD88) 5013 (NAVD88) 5011 (NAVD88) 5010 (NAVD88) 5008 (NAVD88) 5010 (NAVD88) 5011 (NAVD88) 5012 (NAVD88) 5013 (NAVD88) STA: 83 ELEV: 5009.17 STA: 200 ELEV: 5009.57 STA: 319 ELEV: 5010.05 STA: 372 ELEV: 5010.15 STA: 423 ELEV: 5010.33 STA: 522 ELEV: 5010.62 STA: 720 ELEV: 5011.15 STA: 805 ELEV: 5011.42 STA: 905 ELEV: 5011.89 STA: 983 ELEV: 5012.08 STA: 1075 ELEV: 5012.31 STA: 1136 ELEV: 5012.53 AM 179 178 177 176 175 174 173 172 171 170 169 168 f2 f1 INTERMILL LAND SURVEYING, INC. NORTHERN ENGINEERING SERVICES, INC. COMPANY PROJECT NO. P-11-6963 COMPANY PROJECT NO. 838-016 DATE: APRIL 2011 DATE: JULY 2015 KING SURVEYORS COMPANY PROJECT NO. 20190806 DATE: JANUARY 2020 PROJECT DATUM: NAVD88 BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER AVENUE, ON A WATER VALVE PIT. ELEVATION: 5010.65 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'. BASIS OF BEARINGS WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01' 50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING. Sheet THE QUARRY BY WATERMARK These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 1 NOTES: 1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION 2. ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88). 3. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKE RACKS, ETC.) MUST BE ANCHORED. 4. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 5. REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THE QUARRY BY WATERMARK, DATED NOVEMBER 10, 2020 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 6. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, REMODELING OF EXISTING STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE 100YEAR FLOODPLAIN LIMITS. ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE. A LEGEND: NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 DR1 DRAINAGE PLAN 16 KEYMAP CABLE F.O. T E MH 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T G W W W W W W W W W W W W W W W W W W W W W W W W W W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W U D UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD MH / / / / / / / / / / / / / / / / / / / / / / / / 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST CROSS-SECTION (CSL) XS#: 2446 FIELD SURVEY BY: CORRECTED EFFECTIVE BASE FLOOD ELEVATION (BFE) ELEVATION NAVD 88 5003 (NAVD88) BENCHMARK FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ST ST ST ST ST ST STA: 83 ELEV: 5009.17 STA: 200 ELEV: 5009.57 STA: 319 ELEV: 5010.05 STA: 372 ELEV: 5010.15 STA: 423 ELEV: 5010.33 STA: 522 ELEV: 5010.62 STA: 720 ELEV: 5011.15 STA: 805 ELEV: 5011.42 STA: 905 ELEV: 5011.89 STA: 983 ELEV: 5012.08 STA: 1075 ELEV: 5012.31 STA: 1136 ELEV: 5012.53 / / / / / / / / S UD UD h-a1 h-b2 h-b1 h-c1 h-d1 2.53 ac. H-B1 1.01 ac. H-A1 3.92 ac. H-B2 0.74 ac. H-C1 0.16 ac. h-a2 H-A2 0.17 ac. H-D1 os2 os3 1.80 ac. OS2 0.47 ac. OS3 0.44 ac. H-B3 h-b3 h-c2 5.47 ac. H-C2 3.38 ac. H-E1 1.38 ac. H-E2 h-e1 h-e2 0.48 ac. OS1 os1 0.04 ac. H-F1 h-f1 h-f2 0.18 ac. H-F2 S SHIELDS ST. HOBBIT ST. WALLENBERG DR. FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN EXISTING SPRING CREEK TRAIL SPRING CREEK EXISTING SIDEWALK EXISTING 8' TRAIL CANAL IMPORTATION WINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS Sheet THE QUARRY BY WATERMARK These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 18 LEGEND: NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 H1 PLAN HISTORIC DRAINAGE 15 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner KEYMAP CABLE F.O. T E MH 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T G W W W W W W W W W W W W W W W W W W W W W W W W W W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W U D UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD MH / / / / / / / / / / / / / / / / / / / / / / / / 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W X ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST INTERMILL LAND SURVEYING, INC. NORTHERN ENGINEERING SERVICES, INC. COMPANY PROJECT NO. P-11-6963 COMPANY PROJECT NO. 838-016 DATE: APRIL 2011 DATE: JULY 2015 KING SURVEYORS COMPANY PROJECT NO. 20190806 DATE: JANUARY 2020 PROJECT DATUM: NAVD88 BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER AVENUE, ON A WATER VALVE PIT. ELEVATION: 5010.65 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'. BASIS OF BEARINGS WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01' 50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 1 NOTES: 1. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION 2. ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88). 3. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKE RACKS, ETC.) MUST BE ANCHORED. 4. NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 5. REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THE QUARRY BY WATERMARK, DATED NOVEMBER 10, 2020 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 6. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, REMODELING OF EXISTING STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE 100YEAR FLOODPLAIN LIMITS. ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE. A CROSS-SECTION (CSL) XS#: 2446 FIELD SURVEY BY: CORRECTED EFFECTIVE BASE FLOOD ELEVATION (BFE) ELEVATION NAVD 88 5003 (NAVD88) BENCHMARK FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 105°5'57"W 40°34'6"N 105°5'20"W 40°33'38"N of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 15, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 11, 2018—Aug 12, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 26 Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 15, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 11, 2018—Aug 12, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 22 accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Larimer County Area, Colorado Survey Area Data: Version 15, Jun 9, 2020 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Aug 11, 2018—Aug 12, 2018 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 10 (min) Tc 100-Yr (min) a1 A1 70 17.73 17.12 0.87% 4.1 4.1 1.6 835 17.12 7.98 1.09% Valley Pan 0.012 6.00 10.25 0.59 0.91 15.31 15.03 19.40 15.03 19.40 15.03 16.95 15.03 a2 A2 55 18.75 17.25 2.73% 2.5 2.5 1.0 915 17.25 12.05 0.57% Valley Pan 0.012 6.00 10.25 0.59 0.66 23.28 15.39 25.76 15.39 25.76 15.39 24.27 15.39 a3 A3 45 19.00 18.00 2.22% 2.4 2.4 1.0 315 18.00 15.71 0.73% Valley Pan 0.012 6.00 10.25 0.59 0.74 7.09 12.00 9.49 9.49 9.49 9.49 8.05 8.05 b1 B1 50 13.33 12.72 1.22% 3.1 3.1 1.2 290 12.72 10.20 0.87% Swale (8:1) 0.030 8.00 16.12 0.50 0.29 16.65 11.89 19.75 11.89 19.75 11.89 17.89 11.89 b2 B2 95 14.75 12.70 2.16% 3.5 3.5 1.4 20 12.70 12.61 0.45% Valley Pan 0.012 6.00 10.25 0.59 0.58 0.57 10.64 4.10 5.00 4.10 5.00 1.98 5.00 b3 B3 60 18.26 17.21 1.75% 3.0 3.0 1.2 725 17.21 11.70 0.76% Valley Pan 0.012 6.00 10.25 0.59 0.76 15.95 14.36 18.96 14.36 18.96 14.36 17.15 14.36 b4 B4 45 16.40 15.58 1.82% 2.6 2.6 1.0 150 15.58 13.91 1.11% Valley Pan 0.012 6.00 10.25 0.59 0.92 2.73 11.08 5.29 5.29 5.29 5.29 3.75 5.00 b5 B5 25 16.25 14.99 5.04% 1.4 1.4 0.5 205 14.99 14.36 0.31% Swale (4:1) 0.030 4.00 8.25 0.48 0.17 20.11 11.28 21.47 11.28 21.47 11.28 20.65 11.28 b6 B6 115 19.00 16.48 2.19% 3.9 3.9 1.5 205 16.48 14.32 1.05% Valley Pan 0.012 6.00 10.25 0.59 0.89 3.83 11.78 7.69 7.69 7.69 7.69 5.37 5.37 b7 B7 35 19.00 18.52 1.37% 2.5 2.5 1.0 57 18.52 17.21 2.30% Swale (4:1) 0.030 4.00 8.25 0.48 0.46 2.04 10.51 4.53 5.00 4.53 5.00 3.04 5.00 b8 B8 30 19.63 17.36 7.57% 1.3 1.3 0.5 N/A Swale (4:1) 4.00 8.25 N/A N/A 0.00 10.17 1.30 5.00 1.30 5.00 0.52 5.00 b9 B9 40 18.50 17.95 1.38% 2.7 2.7 1.1 137 17.95 17.27 0.50% Valley Pan 0.012 6.00 10.25 0.59 0.61 3.73 10.98 6.39 6.39 6.39 6.39 4.79 5.00 b10 B10 40 16.50 15.77 1.83% 2.4 2.4 1.0 127 15.77 15.00 0.61% Valley Pan 0.012 6.00 10.25 0.59 0.68 3.13 10.93 5.55 5.55 5.55 5.55 4.10 5.00 c1 C1 50 14.67 11.39 6.56% 1.8 1.8 0.7 200 11.39 10.98 0.21% Swale (4:1) 0.030 4.00 8.25 0.48 0.14 24.02 11.39 25.78 11.39 25.78 11.39 24.72 11.39 c2 C2 57 16.50 14.52 3.47% 2.3 2.3 0.9 187 14.52 13.85 0.36% Gutter 0.012 3.61 19.18 0.19 0.24 12.76 11.36 15.09 11.36 15.09 11.36 13.70 11.36 d1 D1 200 17.31 16.89 0.21% 11.1 11.1 4.4 425 16.89 11.29 1.32% Gutter 0.012 3.61 19.18 0.19 0.47 15.13 13.47 26.25 13.47 26.25 13.47 19.58 13.47 d2 D2 65 19.38 17.48 2.92% 2.6 2.6 1.1 N/A Swale (4:1) 4.00 8.25 N/A N/A 0.00 10.36 2.64 5.00 2.64 5.00 1.05 5.00 e1 E1 65 17.28 11.43 9.00% 6.0 6.0 5.6 1272 11.43 3.16 0.65% Floodplain 0.045 46.50 23.32 1.99 0.42 50.12 17.43 56.16 17.43 56.16 17.43 55.68 17.43 e2 E2 40 14.10 7.58 16.30% 3.8 3.8 3.5 735 7.58 4.17 0.46% Floodplain 0.035 18.00 13.00 1.38 0.36 34.01 14.31 37.84 14.31 37.84 14.31 37.51 14.31 f1 F1 22 18.47 17.99 2.18% 2.9 2.9 1.8 175 17.99 17.00 0.57% Gutter 0.012 3.61 19.18 0.19 0.31 9.51 11.09 12.40 11.09 12.40 11.09 11.26 11.09 f2 F2 40 20.24 19.49 1.88% 4.8 4.8 3.4 570 19.49 16.79 0.47% Gutter 0.012 3.61 19.18 0.19 0.28 33.84 13.39 38.63 13.39 38.63 13.39 37.19 13.39 os1 OS1 30 22.53 21.47 3.53% 1.8 1.8 0.7 420 21.47 16.95 1.08% Gutter 0.012 3.61 19.18 0.19 0.42 16.54 12.50 18.35 12.50 18.35 12.50 17.21 12.50 os2 OS2 26 36.00 34.55 5.58% 1.0 1.0 0.5 1738 34.55 16.79 1.02% Gutter 0.012 3.61 19.18 0.19 0.41 70.24 19.80 71.26 19.80 71.26 19.80 70.78 19.80 os3 OS3 32 20.10 20.05 0.16% 16.7 16.7 15.5 615 20.05 12.88 1.17% Gutter 0.012 3.61 19.18 0.19 0.44 23.27 13.59 39.96 13.59 39.96 13.59 38.74 13.59 total Total 65 17.28 11.43 9.00% 1.8 1.8 0.7 1272 11.43 3.16 0.65% Floodplain 0.045 46.50 23.32 1.99 0.42 50.12 17.43 51.93 17.43 51.93 17.43 50.85 17.43 R = Hydraulic Radius (feet) S = Longitudinal Slope, feet/feet Maximum Tc: Combined Basins Design Point Basin Overland Flow Channelized Flow Time of Concentration Channelized Flow, Velocity: Channelized Flow, Time of Concentration: V = Velocity (ft/sec) n = Roughness Coefficient November 10, 2020 DEVELOPED TIME OF CONCENTRATION COMPUTATIONS Overland Flow, Time of Concentration: Calculations By: The Quarry by Watermark F. Wegert (Equation 3.3-2 per Fort Collins Stormwater Manual) 𝑇𝑖 = 1.87 1.1 − 𝐶 ∗ 𝐶𝑓 𝐿 𝑆 ൗ 1 3 𝑉 = 1.49 𝑛 ∗ 𝑅2/3 ∗ 𝑆 (Equation 5-4 per Fort Collins Stormwater Manual) 𝑇𝑐 = 𝐿 180 + 10 (Equation 3.3-5 per Fort Collins Stormwater Manual) 𝑇𝑡 = 𝐿 𝑉 ∗ 60 (Equation 5-5 per Fort Collins Stormwater Manual) Notes: 1) Add 5000 to all elevations. 2) Per Fort Collins Stormwater Manual, minimum Tc = 5 min. 3) Assume a water depth of 6" and a typical curb and gutter per Larimer County Urban Street Standard Detail 701 for curb and gutter channelized flow. Assume a water depth of 1', fixed side slopes, and a triangular swale section for grass Page 1 of 1 OS2 78,428 1.800 1.706 0.000 0.000 0.000 0.000 0.094 95% 0.91 0.91 0.91 1.00 OS3 20,406 0.468 0.405 0.000 0.000 0.000 0.000 0.063 87% 0.25 0.25 0.25 0.31 Total 845,750 19.416 90% 0.85 0.85 0.85 1.00 DEVELOPED RUNOFF COEFFICIENT CALCULATIONS Asphalt, Concrete Rooftop Gravel Residential: High Density The Quarry by Watermark F. Wegert November 10, 2020 Project: Calculations By: Date: Character of Surface Streets, Parking Lots, Roofs, Alleys, and Drives: Lawns and Landscaping: Combined Basins 2) Composite Runoff Coefficient adjusted per Table 3.2-3 of the Fort Collins Stormwater Manual (FCSM). Lawns, Clayey Soil, Flat Slope < 2% USDA SOIL TYPE: C Undeveloped: Greenbelts, Agriculture Composite Runoff Coefficient2 1) Runoff coefficients per Tables 3.2-1 & 3.2 of the FCSM. Percent impervious per Tables 4.1-2 & 4.1-3 of the FCSM. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Assumed Residential: High Desnity with a percent impervious of 90% and runoff coefficient of 0.85. Page 1 of 4 (min) Tc 100-Yr (min) h-a1 H-A1 200 15.34 10.61 2.37% 17.9 17.9 16.9 159 10.61 7.95 1.67% Swale (4:1) 0.025 4.00 8.25 0.48 4.76 0.56 11.99 18.42 11.99 18.42 11.99 17.43 11.99 h-a2 H-A2 45 15.23 14.59 1.42% 10.0 10.0 9.5 N/A Swale (4:1) 4.00 8.25 N/A N/A 0.00 10.25 10.04 10.04 10.04 10.04 9.48 9.48 h-b1 H-B1 200 14.80 13.63 0.59% 28.5 28.5 26.9 278 13.63 11.74 0.68% Swale (8:1) 0.025 8.00 16.12 0.50 3.08 1.50 12.66 29.96 12.66 29.96 12.66 28.38 12.66 h-b2 H-B2 148 17.33 16.31 0.69% 23.1 23.1 21.8 365 16.31 13.44 0.79% Swale (8:1) 0.025 8.00 16.12 0.50 3.31 1.84 12.85 24.94 12.85 24.94 12.85 23.63 12.85 h-b3 H-B3 52 17.33 16.20 2.17% 9.0 9.0 8.4 180 16.20 15.20 0.56% Swale (4:1) 0.025 4.00 8.25 0.48 2.74 1.09 11.29 10.11 10.11 10.11 10.11 9.50 9.50 h-c1 H-C1 90 17.23 10.63 7.33% 8.2 8.2 7.8 175 10.63 10.10 0.30% Swale (4:1) 0.025 4.00 8.25 0.48 2.02 1.44 11.47 9.66 9.66 9.66 9.66 9.20 9.20 h-c2 H-C2 60 17.48 16.29 1.98% 10.4 10.4 9.8 826 16.29 13.33 0.36% Swale (8:1) 0.025 8.00 16.12 0.50 2.24 6.16 14.92 16.52 14.92 16.52 14.92 15.94 14.92 h-d1 H-D1 60 19.31 17.33 3.30% 8.8 8.8 8.3 N/A Swale (4:1) 4.00 8.25 N/A N/A 0.00 10.33 8.75 8.75 8.75 8.75 8.26 8.26 h-e1 H-E1 65 17.28 11.43 9.00% 6.0 6.0 5.6 1272 11.43 3.16 0.65% Floodplain 0.045 46.50 23.32 1.99 4.23 5.01 17.43 11.05 11.05 11.05 11.05 10.57 10.57 h-e2 H-E2 40 14.10 7.58 16.30% 3.8 3.8 3.5 735 7.58 4.17 0.46% Floodplain 0.035 18.00 13.00 1.38 3.60 3.40 14.31 7.23 7.23 7.23 7.23 6.91 6.91 h-f1 H-F1 22 18.47 17.99 2.18% 2.9 2.9 1.8 175 17.99 17.00 0.57% Gutter 0.012 3.61 19.18 0.19 3.07 0.95 11.09 3.84 5.00 3.84 5.00 2.70 5.00 h-f2 H-F2 40 20.24 19.49 1.88% 4.8 4.8 3.4 570 19.49 16.79 0.47% Gutter 0.012 3.61 19.18 0.19 2.81 3.38 13.39 8.18 8.18 8.18 8.18 6.74 6.74 os1 OS1 30 22.53 21.47 3.53% 1.8 1.8 0.7 420 21.47 16.95 1.08% Gutter 0.012 3.61 19.18 0.19 4.23 1.65 12.50 3.47 5.00 3.47 5.00 2.33 5.00 os2 OS2 26 36.00 34.55 5.58% 1.0 1.0 0.5 1738 34.55 16.79 1.02% Gutter 0.012 3.61 19.18 0.19 4.12 7.02 19.80 8.04 8.04 8.04 8.04 7.56 7.56 os3 OS3 32 20.10 20.05 0.16% 16.7 16.7 15.5 615 20.05 12.88 1.17% Gutter 0.012 3.61 19.18 0.19 4.40 2.33 13.59 19.02 13.59 19.02 13.59 17.79 13.59 total Total 60 17.48 16.29 1.98% 9.2 9.2 8.3 826 16.29 13.33 0.36% Swale (8:1) 0.025 8.00 16.12 0.50 2.24 6.16 14.92 15.31 14.92 15.31 14.92 14.43 14.43 R = Hydraulic Radius (feet) S = Longitudinal Slope, feet/feet Maximum Tc: Combined Basins Design Point Basin Overland Flow Channelized Flow Time of Concentration Channelized Flow, Velocity: Channelized Flow, Time of Concentration: V = Velocity (ft/sec) n = Roughness Coefficient November 10, 2020 EXISTING TIME OF CONCENTRATION COMPUTATIONS Overland Flow, Time of Concentration: Calculations By: The Quarry by Watermark F. Wegert (Equation 3.3-2 per Fort Collins Stormwater Manual) 𝑇𝑖 = 1.87 1.1 − 𝐶 ∗ 𝐶𝑓 𝐿 𝑆 ൗ 1 3 𝑉 = 1.49 𝑛 ∗ 𝑅2/3 ∗ 𝑆 (Equation 5-4 per Fort Collins Stormwater Manual) 𝑇𝑐 = 𝐿 180 + 10 (Equation 3.3-5 per Fort Collins Stormwater Manual) 𝑇𝑡 = 𝐿 𝑉 ∗ 60 (Equation 5-5 per Fort Collins Stormwater Manual) Notes: 1) Add 5000 to all elevations. 2) Per Fort Collins Stormwater Manual, minimum Tc = 5 min. 3) Assume a water depth of 6" and a typical curb and gutter per Larimer County Urban Street Standard Detail 701 for curb and gutter channelized flow. Assume a water depth of 1', fixed side slopes, and a triangular swale section for grass channelized flow. Assume a water depth of 1', 4:1 side slopes, and a 2' wide valley pan for channelized flow in a valley pan. Page 2 of 3 EXISTING RUNOFF COEFFICIENT CALCULATIONS Asphalt, Concrete Rooftop Gravel Pavers The Quarry by Watermark F. Wegert November 10, 2020 Project: Calculations By: Date: Character of Surface Streets, Parking Lots, Roofs, Alleys, and Drives: Page 1 of 3