Loading...
HomeMy WebLinkAboutDrainage Reports - 12/19/1996I .. FINAL DRAINAGE REPORT FOSSIL CREEK COMMUNITY PARK PHASE I (LAKES 1, 2 AND 3) Engineering, Ltd. I FINAL DRAINAGE REPORT FOSSIL CREEK COMMUNITY PARK PHASE I (LAKES 1, 2 AND 3) Prepared for: HUNTINGTON HILLS, L.L.C. OF COLORADO 650 SOUTH CHERRY STREET SUITE 435 DENVER, CO 80222 CITY OF FORT COLLINS PARKS PLANNING AND DEVELOPMENT 281 NORTH COLLEGE A VENUE, P.O. BOX 580 FORT COLLINS, COLORADO 80522 Prepared by : JR ENGINEERING, LTD. 4812 South College A venue Fort Collins , Colorado 80525 (303) 282-4335 January 31 , 1996 Revised : September 13 , 1996 Job Number 90 I 8.06 I I JR Engineering, Ltd. 4812 South College Avenue Fort Collins, Colorado 80525 (970) 282-4335 • FAX (970) 282-4340 September 13 , 1996 Mr. Basil Hamdan City of Fort Collins Stormwater Utility 235 Mathews Street Fort Collins , Colorado 80524 Re: Revised Final Drainage Report Fossil Creek Community Park Phase I (Lakes 1,2 and 3) Fort Collins, Colorado Dear Basil : 4935 North 30th Street Colorado Springs, Colorado 80919 (719) 593-2593 • FAX (719) 528-6613 6110 Greenwood Plaza Blvd. Englewood, Colorado 80111 (303) 740-9393 • FAX (303) 721 -9019 JR Engineering, Ltd. is pleased to submit the attached Revised Final Drainage for Fossil Creek Community Park Phase I (Lakes 1,2 and 3) for your review and approval. This revised report addresses Stormwater 's review comments of March 1, 1996. The hydraulic and hydrologic evaluation of the site was performed in accordance with the specifications set forth in the City of Fort Collins ' "Storm Drainage Design and Criteria Manual ". If you have any questions ~egarding the procedures , methodology , or results presented herein , please do not hesitate to contact me at your convenience . Sincerely, JR Engineering, Ltd. ~t,0.~ David W . Klockeman , P.E . Project Manager Reviewed by: Norman C . Whitehead , P.E.-P.L.S . Division Manager Attachment Recycled 11htrt.~~ r8~~~ ~-:.,~~ ~\O i I FINAL DRAINAGE REPORT FOSSIL CREEK COMMUNITY PARK PHASE I (LAKES 1, 2 AND 3) Prepared for : HUNTINGTON HILLS, L.L.C. OF COLORADO 650 SOUTH CHERRY STREET SUITE 435 DENVER, CO 80222 CITY OF FORT COLLINS PARKS PLANNING AND DEVELOPMENT 281 NORTH COLLEGE AVENUE, P.O. BOX 580 FORT COLLINS, COLORADO 80522 Prepared by : JR ENGINEERING, LTD. 4812 South College A venue Fort Collins , Colorado 80525 (303) 282-4335 January 31 , 1996 Revised : September 13 , 1996 Job Number 9018 .06 CERTIFICATIONS Huntington Hills , L.L.C. of Colorado and the City of Fort Collins ' Parks and recreation Department hereby certify that the drainage facilities for the proposed Fossil Creek Community Park -Phase I (Lakes 1, 2 and 3) shall be constructed according to the design presented in this report. We understand that the City of Fort Collins does not and will not assume liability for the drainage facilities designed and/or certified by our engineer. We understand that the City of Fort Collins reviews drainage plans pursuant to Colorado Revised Statutes Title 30, Article 28; but cannot, on behalf of Huntington Hills , L.L.C. of Colorado and the City of Fort Collins' Parks and Recreation Department guarantee that final drainage design review will absolve Fossil Creek Community Park- Phase I (Lakes 1, 2 and 3) and/or their successors and/or assigns of future liability for improper design . We further understand that approval of the Final Plat and/or Final Development Plan does not imply approval of my Engineer's drainage design . Huntington Hills, L.L.C. of Colorado Mr . Marcus Palkowitsh Manager City of Fort Collins' Parks and Recreation Mr. Craig Foreman Civil Engineer I hereb y certify that this report for the Final Drainage Study for the Fossil Creek Community Park - Phase I (Lakes 1, 2 and 3) was prepared by me in accordance with the provisions of the City of Fort Collins STORM DRAINAGE DESIGN CRITERIA and CONSTRUCTION ST AND ARDS for the owners thereof. I understand that the City of Fort Collins does not and will not assume liability for drainage facilities designed b others . ..-mDW'iN11Jbt.,,,. Respectfull y Submitted , . Klockeman , Colorado Professional Engine For and On Behalf of JR Engineering , Reviewed By: Norman C. Whitehead , P.E. -P.L.S. Colorado Professional Engineer -Professional Land Surveyor No. 27739 For and On Behalf of JR Engineering , Ltd. I TABLE OF CONTENTS PAGE CERTIFICATIONS ............................................................ i TABLE OF CONTENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii 1. INTRODUCTION ....................................................... 1 1.1 Project Location ................................................... 1 1.2 Site Characteristics ................................................. 2 1.3 Soils ............................................................ 2 1 .4 Purpose and Scope of Report ......................................... 2 1.5 Design Criteria .................................................... 3 1.6 Master Drainage Basin & Other Drainage Reports ........................ 3 2. DEVELOPED FLOWS ................................................... 4 2.1 Method .......................................................... 4 2.2 Exterior Flows .................................................... 4 2.3 Onsite Flows ..................................................... 4 2.4 General Flow Routing .............................................. 5 2.5 Proposed Drainage Plan ............................................. 5 2.6 Hydrologic Analysis of the Proposed Drainage Conditions ................. 7 2. 7 Storm Sewer Design ............................................... 9 2.8 Swales/Channels ................................................. 10 2.8.1 Emergency Overflow Swale -Lake 2 ........................... 1 O 2.8.2 Temporary Outfall Channel -Lake 1 ............................ 1 O 3. MISCELLANEOUS .................................................... 11 3 .1 Variances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 3 .2 Irrigation Ditches ................................................. 11 3.3 Ditch Company Approval .......................................... 11 3 .4 Maintenance Agreements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 4. LAKE SEEPAGE (LAKE 2 DAM) ......................................... 12 4.1 Introduction ..................................................... 12 4.2 4.3 4.4 Geotechnical Information .......................................... 12 Computer Modeling ............................................... 13 Modeling Results and Conclusions ................................... 13 5. REFERENCES ........................................................ 14 11 APPENDIX A -MAPS AND FIGURES APPENDIX B -HYDROLOGIC CALCULATIONS APPENDIX C -"C" VALUE COMPUTATIONS APPENDIX D -WEIR PIPE CALCULATIONS APPENDIX E -HYDROGRAPH INFORMATION FOR 100 YEAR RUNOFF INTO LAKE 1 APPENDIX F -HYDROGRAPH INFORMATION FOR 100 YEAR RUNOFF INTO LAKE 2 APPENDIX G -HYDROGRAPH INFORMATION FOR 100 YEAR RUNOFF INTO LAKE 3 APPENDIX H -CONTOUR AREAS FOR LAKES 1, 2 AND 3 APPENDIX I -ST AGE , STORAGE, DISCHARGE: LAKE 1 APPENDIX J -STAGE , STORAGE , DISCHARGE: LAKE 2 APPENDIX K -STAGE, STORAGE , DISCHARGE : LAKE 3 APPENDIX L -ROUTED 100-YEAR RUNOFF INTO LAKE 3 APPENDIX M -COMBINED 100-YEAR RUNOFF FROM LAKE 2 AND ROUTED 100-YEAR RUNOFF FORM LAKE 3 APPENDIX N -ROUTED 100-YEAR RUNOFF INTO LAKE 2 APPENDIX O -ROUTED 100-YEAR RUNOFF FROM LAKE 2 COMBINED WITH 100-YEAR RUNOFF FORM LAKE 1 APPENDIX P-ROUTED 100-YEAR RUNOFF INTO LAKE 1 APPENDIX Q -SW ALE , OVERFLOW CHANNEL , AND RIP RAP CALCULATIONS APPENDIX R-LAKE SEEPAGE CALCULATIONS lll 1. INTRODUCTION 1.1 Project Location Fossil Creek Community Park -Phase I (Lakes 1, 2 and 3) is the proposed development of three lakes within a portion of what is currently known of as Portner Reservoir. This site is a portion of the overall Fossil Creek Community Park site, which is owned by the City of Fort Collins' Parks and Recreation Department. This site is located in Section 12, Township 6 North, Range 69 West of the Sixth Principal Meridian, in the City of Fort Collins, Larimer County, Colorado. (See FIGURE 1 -VICINITY MAP.) \ This site is bounded on the west by a future portion of Fossil Creek Community Park and future filings within Huntington Hills, the south by Huntington Hills PUD Filing No.' s 4 and 6 and future filings withing Huntington Hills, and on the east and north by portions of the proposed Fossil Creek Community Park. More particularly, this site is located north and east • of the proposed extension of Fossil Creek Parkway between College A venue and Lemay Avenue . This report addresses Phase I only (the construction of Lakes 1, 2 and 3). The Erosion and Sedimentation Control Report for Phase I has been submitted in a separate letter titled "Erosion and Sedimentation Control, Interim Grading for Portner Reservoir -Revised, Fort Collins, Colorado", prepared by JR Engineering, Ltd . and dated December 4, 1995. The phasing plan for the development of the Fossil Creek Community Park Lakes is as follows: Phase I: Phase II: Phase III: Phase IV: Future: Lake Construction (Current Phase) Breach of Existing Dam Structure Construction of Wetlands Construction of Inlet Structure Construction of Remainder of Fossil Creek Community Park For Phase I, the only activity that will take place is the construction of the lakes. The lakes will not be filled until after the completion of Phase IV (the construction of the inlet structure). The Erosion and Sedimentation Control and Final Drainage Report(s) will be completed for the portions of the work remaining prior to commencement of work for those phases. 1.2 Site Characteristics The general topography of this site consists of an existing reservoir bottom and side embankments (Portner Reservoir). The slopes range from 0.8 to 25 percent, with the steeper slopes being found on the reservoir embankments. 1.3 Soils The soils for this site are comprised of the Longmont clay (63) and Thedalund loam (108). (See FIGURE 2 -SOIL MAP.) The Longmont series consists of deep, poorly drained soils that formed in alluvium mainly from clay shale. This soil is found mainly on floodplains and upland valleys. Pertinent characteristics of this soil include slow runoff and a slight hazard of erosion. Longmont loam is categorized in Hydrologic Group C. The Thedalund series consists of moderately deep, well drained soils that formed in material weathered from sandstone and shale. This gently sloping to moderately sloping soil is on uplands. Pertinent characteristics of this soil include medium runoff and a moderate hazard of erosion. Thedalund loam is categorized in Hydrologic Group C. The source for soil data is the "Soil Survey for Larimer County Area, Colorado", prepared by the United States Department of Agriculture Soil Conservation Service. 1.4 Purpose and Scope of Report This report defines the proposed final drainage plan for the construction of the three lakes for Fossil Creek Community Park -Phase I (Lakes 1, 2 and 3). This report includes consideration of all on-site and tributary off-site runoff contributing to the lakes (under developed conditions), and the design of all drainage facilities required for the development of the lakes. The primary information provided in the report is the routing of the 100-year 2 developed flows through the proposed lakes . As previously stated , the lakes will not be filled until Phases II , III and IV are approved by the City of Fort Collins and the construction completed. 1.5 Design Criteria This report was prepared to meet or exceed the submittal requirements established in the "City of Fort Collins Storm Drainage Design Criteria and Construction Standards" (SDDCCS), dated May 1984. Runoff computations were prepared for the 100-year major storm frequency utilizing the rational method. Where applicable, the criteria established in the "Urban Storm Drainage Criteria Manual" (UDFCD), 1984 , developed by the Denver Regional Council of Governments, has been utilized. 1.6 Master Drainage Basin & Other Drainage Reports This site is included in the "Fossil Creek Master Drainageway Planning Study", prepared by Simons Li & Associates , Inc., August 1992. The Simons Li report is a general overview of the area with specific improvement recommendations for Fossil Creek . Information for this report was also gathered from the following studies : I . "Final Drainage Report , Huntington Hills PUD Filing No. 5", JR Engineering , Ltd., Revised July 21 , 1995 (approved by the City of Fort Collins October 12 , 1995) 2. "Preliminary Drainage and Erosion Control Report , Huntington Hills PUD , Filing 5", Resource Consultants and Engineers (RCE), Revised January I 995 3. "Final Drainage Report for Huntington Hills PUD Filing No. 3", Resource Consultants and Engineers , October 1993 4 . "Drainage Report for Huntington Hills PUD Filing No. 4", Resource Consultants and Engineers , June 1994 5. "Addendum to Huntington Hills PUD Filing No . 4 Drainage Report", Resource Consultants and Engineers , October 1994 3 6. "Addendum No. 2 -Final Drainage and Erosion Control Report , Huntington Hills Filing No. 2", Resource Consultants and Engineers, Revised December 1994 The overall drainage plan for the Fossil Creek Community Park -Phase I (Lakes 1, 2 and 3) is in compliance with the requirements of the Fossil Creek Master Drainageway Planning Study and the other reports listed above. 2. DEVELOPED FLOWS 2.1 Method The Rational Method was used to determine the 100-year flows for the sub-basins indicated in this drainage report. A detailed description of the hydrologic analysis is provided in Section 2.6 of this report. Detention is not required and will not be provided for this site as it was addressed in the previous filings of Huntington Hills. Therefore, the hydro logic analysis was conducted for developed flows only. The resulting 100-year runoff values were used to define design discharges at design points identified. 2.2 Exterior Flows Exterior flows enter this site from the west, southwest and south. All lands lying within these areas have been assigned land use characteristics similar to those presented in the master drainage plan and/or drainage reports for this area. These areas are identified on the attached plans and figures , and calculations are included in the "APPENDIX" ofthis report. 2.3 Onsite Flows Flows within this site will take the form of overlot, swale, weir or conduit flow . The existing drainage patterns have been maintained where possible . 4 2.4 General Flow Routing The final drainage pattern for Fossil Creek Community Park-Phase I (Lakes 1, 2 and 3) has been developed to be compatible with the surrounding area, particularly with respect to the routing of the flows from the developed portions of Huntington Hills PUD that outfall into the proposed lakes. This has been accomplished by utilizing existing drainage patterns to the extent possible and the information found in the previously mentioned drainage reports for the surrounding areas . The drainage facilities proposed for Fossil Creek Community Park-Phase I (Lakes 1, 2 and 3) are the weir structures and weir and pipe combination structure (for Lake 3 to Lake 2) connecting the proposed lakes, the emergency overflow swales, and the temporary outfall channel from Lake 1. These drainage systems are required to provide drainage relief at these locations and meet the criteria in the SDDCCS . (See Drainage Plan for the location of all drainage facilities.) 2.5 Proposed Drainage Plan A qualitative summarization of the drainage patterns within each sub-basin and at each design point is provided in the following discussion paragraphs . Discussions of the detailed design of drainage facilities identified in this section are included in Sections 2.7 and 2.8 . 2.5.1 Lake 3 Lake 3 is located in the westerly portion of Fossil Creek Community Park. This lake has an overall contributing basin area of 48.47 acres , with runoff contributed from Huntington Hills PUD Filing No . 5, Huntington Hills PUD Filing No. 6, and Future Filings . The runoff from these areas is conveyed to Lake 3 in sheet flow from the area westerl y of said lake , in a proposed swale near the southwest corner said lake , and in the future inlet ditch. Note: When the future inlet structures and wetlands are constructed , Lake 3 will receive flows directl y from the inlet structure through the wetlands (the inlet structure referenced will be a pipe connection to the existing irrigation ditch 5 lateral west of the lakes.) (The City has the necessary water rights and shares to fill the lakes with an estimated average flow of 2 to 5 cfs . The runoff from future filings that may enter the inlet ditch is included in the runoff calculations .) The runoff entering Lake 3 will be routed to Lake 2 through two weir structures and a combination weir/pipe structure . The combination weir/pipe structure is controlled by the weir with the pipe (30 inch RCP) utilized to convey the flows into Lake 2 underneath the proposed trail without utilizing a bridge. (Note: The capacity of the pipe is approximately 41 cfs and the 100-year flow is 22.4 cfs. (See below for further discussion. See Appendix for Calculations and attached plans for structure locations and details.) Note: In addition to the two weir structures and weir/pipe combination structure , an underground 6 inch DIP with an in-line valve will be utilized at the times when the water surfaces between Lake 3 and Lake 2 need to be "equalized". The valve will be closed the vast majority of the time. Therefore these pipes were not included in the calculations for runoff routing . 2.5.1 Lake 2 Lake 2 , the largest of the three lakes , is located in the south-central portion of Fossil Creek Community Park. This lake has a local contributing basin area of 35 .30 acres. with runoff contributed from Huntington Hills PUD Filings No. 4 , 5 and 6. The runoff from these areas flow to Lake 2 as sheet flow from the area southerly of said lake and in a proposed 24 inch RCP near the southwest comer of said lake (the northwest comer of Huntington Hills PUD Filing No. 4). When combined with Lake 3 , the overall contributing area for Lake 2 is 83 .77 acres. The runoff entering Lake 2 will be routed to Lake 1 through a weir structure. (See Appendix for Calculations and attached plans for structure locations and details .) Note: In addition to the weir/pipe combination structure , an underground 6 inch DIP with an in-line val ve will be utilized at the times when the water surfaces between 6 Lake 2 and Lake 1 need to be "equalized". The valve will be closed the vast majority of the time. Therefore these pipes were not included in the calculations for runoff routing. 2.5.1 Lake 1 Lake 1 is located in the southeast comer of Fossil Creek Community Park. This lake has a local contributing basin area of 10. 72 acres , with runoff contributed from Huntington Hills PUD Filing No. 4. The runoff from this area is conveyed to Lake 1 as sheet flow from the area south of said lake and two channels (swales) located near the southwest and southeast comers of said lake. When combined with Lake 3 and 2, the overall contributing area for Lake 1 is 94.49 acres. The runoff entering Lake 1 will be routed to a proposed Temporary Overflow Channel through a weir structure. (See Appendix for Calculations and attached plans for structure locations and details.) 2.6 Hydro logic Analysis of the Proposed Drainage Conditions The Rational Method was used to determine the 2-year and 100-year peak runoff values for each Subbasin. The Rational Method utilizes the SDDCCS equation : Q=C,CIA (I) where Q is the flow in cfs , A is the total area of the basin in acres , Cr is the storm frequency adjustment factor , C is the runoff coefficient , and I is the rainfall intensity in inches per hour. The frequency adjustment factor (Cr) is 1.00 for the initial 2-year storm and 1.25 for the major 100-year storm. The appropriate rainfall intensit y information was developed based on rainfall intensity duration curves in the SDDCCS Manual. In order to utilize the rainfall intensity curves , the time of concentration is required . The following equation was used to determine the time of concentration: (2) 7 where tc is the time of concentration in minutes,it is the initial or overland flow time in minutes, and ti is the travel time in the ditch, channel , or gutter in minutes. The initial or overland flow time is calculated with the SDDCCS Manual equation : (3) where L is the length of overland flow in feet (limited to a maximum of 500 feet), S is the average slope of the basin in percent, and C and Cr are as defined previously. All hydrologic calculations associated with the sub-basins are attached in the Appendix of this report . Table 2.1 provides a summary of the design flows for all Subbasins and Design Points (DP 's) associated with this site. DESIGN AREA AREA C2 CIOO Tc (2) Tc (100) Q(2) Q (100) POINT DESIG . (ACRES) (MIN) (MIN) (CFS) (CFS) A Swale A 2 .25 0.36 0.45 12.6 12 .6 1.9 6 .6 B Swale B 3.42 0.45 0.56 11.4 11.4 3.7 13.3 C Swale C 12 .26 0.48 0 .60 17.5 17 .5 11.5 48 .0 D Swale D 19 .00 0.44 0.55 25 .0 25 .0 13 .6 48 .0 E Swale E 6 .04 0.23 0.29 21.7 21 .7 2 .4 8 .6 Time to Peak (MIN) 3 Lake 3 48.47 0 .52 41 .0* 67.87* 2 Lake 2 83 .77 0.57 98 .0* 10 .38* Lake 1 94 .49 0 .62 14 2.0* 9 .89* * From Reservoir Routing (See Appendix). 8 2. 7 Storm Sewer Design The proposed storm sewer facilities systems for the Fossil Creek Community Park -Phase I (Lakes 1, 2 and 3) consist of the weir/pipe structures described in the previous paragraphs. Lake 3 Facilities The storm sewer facilities for Lake 3 consist of two weir control structures and one combination weir/pipe structure connecting to Lake 2. (See Table 2.2 below. See Appendix for calculations. See Plans for structure locations and details.) Lake 2 Facilities The storm sewer facilities for Lake 2 consist of a weir and pipe control structure connecting to Lake 1. (See Table 2.2 below. See Appendix for calculations. See Plans for structure location and details.) Lake 1 Facilities The storm sewer facilities for Lake 1 consist of a weir control structure connecting to a proposed temporary outfall channel. (See Table 2.2 below. See Appendix for calculations. See Plans for structure location and details .) The design of all storm sewer pipes was accomplished utilizing Manning's equation and the design pipe flows . Hydraulic grade lines for storm sewers have been calculated and are shown on the final utility drawings (see Appendix for calculations). All pipes were designed to flow at a depth of approximately 90 percent of the diameter for maximum efficiency . All storm sewer calculations are included in the Appendix of this report. The following Table 2.2 is a summary of the final design of the storm sewer system. 9 * ** REACH DESCRIPTION Swale Outfall Pipe Outfall Pipe Outfall Pipe PIPE DIAMETER (inches) MINIMUM SLOPE (%) Design Point C Pipe 24 0.2 Lake 3 -Outfall Pipe 30 0.3 Lake 2 -Outfall Pipe 30 0.1 DESIGN DISCHARGE (cfs) 11.54* 22.40** 10.54 Pipe designed to carry 2-year storm with excess flows over-topping trail above pipe and flowing via sheet flow into Lake 2. Total flow of 67.20 cfs divided by 3 for the three outfall structures. (The capacity of the pipe at the design slope of 1.0 percent is 41.0 cfs.) 2.8 Swales/Channels 2.8.1 Emergency Overflow Swale -Lake 2 In order to provide for emergency overflow for Lake 2 in the event that the capacity is exceeded , an emergency overflow swale will be provided from the southeast comer of Lake 2 to the southwest comer of Lake 1. Said swale has a bottom width of 25 feet , with maximum 12: 1 side slopes , a depth of 1 foot , and a bottom slope of 0.5 percent. The crest of the swale is located 0.5 feet above the 100-year water surface elevation . (See Appendix for Calculations and attached plans for typical section.) 2.8.2 Temporary Outfall Channel -Lake 1 In order to provide for overflow for the three (3) lakes , a Temporary Overflow . ., __ Channel will be provided from the east end of Lake 1 with the outfall within the limits of the existing Portner Reservoir. The flows outletted will flow to Fossil Creek via the channel provided during Phase III Construction (Dam Breach). The future design of the park will include the relocation of this channel as either an open channel or a storm drain system. Emergency overflows should be considered during the design process. (See Appendix for Calculations and attached plans for typical section.) 3. MISCELLANEOUS 3.1 Variances There are no variances requested with the development of Fossil Creek Community Park - Phase I (Lakes 1, 2 and 3). 3.2 Irrigation Ditches There are no irrigation ditches impacted by the development of Fossil Creek Community Park -Phase I (Lakes 1, 2 and 3). The existing inlet ditch terminated at Portner Reservoir and does not have any shared uses from diversion structures located on Fossil Creek from just east of College Avenue to Portner Reservoir (Fossil Creek Park). 3.3 Ditch Company Approval There are no irrigation facilities affected by the development of Fossil Creek Community Park -Phase I (Lakes 1, 2 and 3). Therefore , Ditch Company Approval is not required . 3.4 Maintenance Agreements The developer (the City of Fort Collins ' Parks and Recreation Department) will ultimately be responsible for the maintenance of all temporary drainage structures. The short term maintenance will be provided by Huntington Hills LLC of Colorado as per the agreement between the City of Fort Collins ' Parks and Recreation Department and Huntington Hills 11 I LLC of Colorado. 4. LAKE SEEPAGE (LAKE 2 DAM) 4.1 Introduction This portion of the report addresses the potential for piping and an estimate of seepage in the embankment required to be constructed for Lakes 1 and 2. This analysis consists of the completion of flow net calculations. Note: The information concerning piping is utilized for a determination of the safety of the structure. The seepage information is utilized to determine the below ground water loss expected in the lake (generally determined as a relationship of volume loss over time (cubic feet per year per linear feet of dam)). In order to model the site conditions , the flow net calculations were performed utilizing the information that the embankment would be constructed in the early stages of the overall development (Phase I) with the area to the immediate north would not be completed for some period oftime (Future Park). Therefore , the initial structure resembles a dam embankment and was modeled as such. (See Appendix for Flow Net information.) 4.2 Geotechnical Information In order to complete the analysis , a geotechnical engineer was retained in order to perform tests and provide the permeability information to be utilized in the modeling. The information provided from this testing indicated that three permeability values be utilized: 1. 36 feet per year for the existing soil 2. 0.12 feet per year for selected compacted clay soil (for core of embankment) 3. 1.0 feet per year for consolidated soil (which will occur beneath the embankment) Note: This value (1.0 feet per year) was also utilized as an estimate for compacted on-site materials that were more porous than the select clay material to be utilized for the core of the embankment. 12 4.3 Computer Modeling Utilizing the above referenced geotechnical infonnation, a computer model was constructed with the Boss Seep2D program, a two-dimensional finite element seepage model . The BOSS Seep2D program utilizes FastSeep, a pre-and post-processor for the US Army Corps of Engineers Seep2D program. 4.4 Modeling Results and Conclusions The modeling generates an output table and flow net diagram (included in the Appendix for reference). Utilizing the data from the worst case scenario , the model infonnation shows that, at the downstream toe of the embankment, the hydraulic gradient is below the ground surface and is sufficiently small . This indicates that piping should not be a problem. In addition , the seepage rate for the embankment ( dam) is 3 .1 cubic feet per year per linear feet of dam , an acceptable rate . (The resulting total loss through the dam is estimated to be 5,890 cubic feet per year for the 1900 linear feet of dam --approximately 0 .01 feet of depth over the 14 .65 acres oflake surface area). Therefore , it can be concluded that the proposed dam embankment is adequate and safe with respect to the results of the flow net and seepage modeling . 13 I I I I 5. REFERENCES 1. City of Fort Collins , "Storm Drainage Design Criteria and Construction Standards", (SDDCCS), dated May , 1984. 2. Urban Drainage and Flood Control District, "Urban Storm Drainage Criteria Manual", Volumes 1 and 2, dated March, 1969 , and Volume 3 dated September, 1992. 3. "Final Drainage Report , Huntington Hills PUD Filing No. 5", JR Engineering, Ltd ., Revised July 21 , 1995 (approved by the City of Fort Collins October 12 , 1995) 4. "Preliminary Drainage and Erosion Control Report , Huntington Hills PUD , Filing 5", Resource Consultants and Engineers , Revised January 1995 5. "Final Drainage Report for Huntington Hills PUD Filing No. 3", Resource Consultants and Engineers , October 1993 6. "Drainage Report for Huntington Hills PUD Filing No. 4", Resource Consultants and Engineers , June 1994 7. "Addendum to Huntington Hills PUD Filing No . 4 Drainage Report", Resource Consultants and Engineers , October 1994 8. "Addendum No. 2 -Final Drainage and Erosion Control Report , Huntington Hills Filing No . 2", Resource Consultants and Engineers , Revised December 1994 14 APPENDIX A MAPS AND FIGURES j I Q_ I I ~ I bp r (J) VICINITY MAP N.T.S. FIGURE 1 bp G) ____J ---r - NTS I FIGURE 2 -SOILS MAP J REngineering, Ltd. - - FI L N , ( rr = = - - ' - __ _ ) \ \ \ \\ ~ ' \ : ~ ) ' f ' \ i v \ } ~ ~- - - - ! _ j . , _ _ -- - . _ \ ~ , ~ / r " - ~ -" ' ,· 1 \ 1 <:'~ \\✓-~ r? - ' - ~ ) ~ - r 'x , A ' / , ~ -4 1 .-- . . .. . " ' .. "Q - ~ ., . ) ~ r u_ \ ·" , " " " ' '"" - < . , A PA R K so u N o ~ yl!lf ,., . , . , , •, , ,\ • ~ " ' ¾~ .. _;., ,/ ·'., -= , , i ~ , >-s . , 1\ - " ~ " ✓--"o.' r< ' "'- ' - ~ 0< , /- ,, - , :' ( ,J , - - : : : ; . , , ,, . ; ; / ) ~ . j, I ~-~ / 3,, / J \1 - I ' \ ~ (~ ~~/ ; '- . . _ / { 'i "< «, , • ~ - 4 ' 7 JI>~ - , ,;; \ _ -~f r . t; 1/ , . --~ , .,, . _ , _ , ~ ,., , , , _ , _,_ µ ~ ~ J t t ; \ \ ,) J , _ - - - ~ ~- R W I 1/ , i /_ ; tc . __/A«: : = ~ / / 0 , / / ~ - , , , ' 7 _ ,· _ - ! , ~ ~~ I \_, ,~ -l➔., 1/1 \\ }\ ; 0 1. . . _ / 0 . . ; ~ - - : , ~ - - - - - 'i i -: : ; , . _ _ ..: : : . "" - -_ - - · ? ,, .. . . _ / ! l \ \ ' \ rr : - -- = = = -~ -,c ; "' - , ~ ~ ~ 7 ·1 \ ' '\ : .0 ' , :;f ~ =- , ,-, , / - • nl , l ° ~ "> , , ·- / _,. _ _ _ _ - o TC L AK E 3 = 2 5 .3 MI N. _ _ ,, , / 1 -~ I ' , FO S S I L CR E E K COM M U N I T Y PA R K - ~ _ q i:; ❖' \ ·; < :· r 1 ,. , r z~ ' \ ~~ .:- ~ 1,, ~I ·1 ~ n -\ ,,; : \ _ : : , ~·t : t ~ t l t ¥ ,. 11 i- i . . •.\ :: _ i 2. '2 '§ s a, ~ 'a l : J ~I ~ ; § 1] E . ~ ? - - : : : r- - " .- 1 • 1 '~ : · ; ; ~/ =l. El~f1 0 I r I ': ; c- ,- J / , ' ~ - · 1 '¢ . , J ; I ' y J jz S , - - \ J T , 1/ , , , J r .. , . . , , ·i r, , - - - - . ( ,_ / jJ r ' • W"' W' I , •.t1 w 1uii ,& _ ) r m t r 1_ _ __ ._ 1 \ L _ j ', - --~ .. . .. _ \ , I ' "' , , , , I ! \ ~ l ~ ~ ~\; . \ . •.. . . ; \~ ~: ~ '· , Q ! J ~ U lI ' J l l ~ - - - i- : I I I I I r I I I - / I I c .w , L ~ l J .. . .. l - - - " " " _J_ - / , \ - - ,- = . . - - - ~ µ ~ \ I I - - - - ' .£ 1 BA S I N /\ L -. 1/ I r? 1, .; 1: 0 F ' .. ;' ; F " ( " 12 & DE S I G N PO I N T FI G U R E 1 40 0 20 0 SC A L E : 1" [ J [ ] En g i n e e r i n g , Lt d . -4 8 1 2 S. Cd l e g t Av e n u e fO f t Co R l n s . Co l o r a d o 80 5 2 5 Tel . (97 0 ) 21 5 2 - 4 " 5 FA X {97 0 ) 28 2 - 4 3 4 0 DA T E : 9 / 04 / 96 u Fl N , - {! V ~!) ."' ,_ , ..__ _ , . ~ ~~7 -- - - : :, . , _ ~ , --- . . _ \ L ' " ' " · 7r - ¾ J r: : : : ~ 0 "" -. / "" - P A R K s o u N o ~ y lH( / -~ ~ ~ · - ~ " ' -:' « . . ; < ,, • · ,. 1 / - = / Ii '' " ' - . ~ / V,; ,, ( "-~ • ,~ ·, '- ' - . . _ . , / , , ' " / ; / '( , \\ "' , - . • ii I( . /J · j (( ' , i ~ ,-, . ~ , 0 :: 1 , ' . ~' ;/ -.. . . , , \ , . ~ \\ ! I \ \ : ~ I L:': : : . _ . , ~ ❖" ~ . . - = = ~ f' .1/ ~ - ~ <.c . , ,_.. . . , , _, , , µ y e ~ 7 )l >r I ,-, . . . , ,, ,._ . , , - - - : . ~ ~/ /, I / < _, , = ; , ~ 1' < t t ~ ._ , t 1 ~ W1 I! r r : , · c( C. _ / , ~ \ )r, o, ,, , , ,, ,, , , ~ \. , ~ . t ,, , ~,i , ~ - - ~ ~ - d .. ( ,,v 1 I _ - .; ; ; _ " " - j ~ I , ' i ";~~ ' - .' a », ; ~ ~ 7 , , : j ! r -~ ~\ ~ ;1 a . . ~ - '/ I J ,, , ' t O ! ) i \ ~ : , J r ~ ~ '- . , -- 1 1 , ' - - - \ ~ _J ;, , , . _ l. . J ' ."> , . , . ·.. . . _ f i -- " - . . L AK E 3 = 25 . 3 MI N •• ~ • • -, . . / '· . ,, ~ FO S S I L CR E E K CO M M U N I T Y PA R K _ r - - "": / (' - , . ::,,❖ ~ \ . ?, ~ \; , · - ~ ~ · · . ~ - · · · ¥1 - % -~ -- = = - ~ ~ ~ ~ \ 1 , 7 .- ~ - ~ i - ~ ~ l ~'\ _ %% 1 ?~ ~ r- : ; '' ,, ' ~ ~ i %S ~~1 ,. ~.: ;- t ] :c ~'% ~i ~ _J \_• .. \ ' ... . , ~ t: : I= : : : ~ t- " _. r · -.j J tt ; : ; - -·"' -- ~" r J r : ·j { ( , ~ L _ . I l ~ ' ~ \ ~ :: = :,m um,, \ ~ ,~ - ~ ~ = , 0 " - - - - - - - 1 I I i i I 1i r I I I I , L ~ . L _ ! ( {i ). _ r - , - RU tO V l 0- . . l $ T (• A M I ! i I ' \ I I ~ / • /; J , r? & DE S IGN PO I N T FI G U R E 1 4 0 0 20 0 0 40 0 SC A L E : 1' ' 4 0 0 ' ,J I I I I I I I I , 5 14 I 1 1 1 1J a O J t ~ I I I I I I I I I I I l R ' E n g i n e e r i n g , Lt d . • 48 1 2 S. Co t l e g e ~Y e r ! U t Fo r t Co l l i n s , Co l o r a d o 80 5 2 5 Te l (9 7 0 ) 28 2 - 4 l l 5 ST O N E CR E E K FA : / . . (9 7 0 ) 28 2 - 4 3 4 0 DA TE : 9 /0 4 / 9 6 tJ tJ I I APPENDIXB HYDROLOGIC CALCULATIONS JR Engineering, Ltd. cLrnNT fl If t-l-G JOB No. 1 O/R. o ~ PROJECT f?drlner lcetervoir BY SC y c:. ~OATE 9 /ot.J 1~, SUBJECT DESIC,N r>or.tv-r S A +E fc. 1 5 SHEETNo._f_ OF-1 I 1/r-ett. I -I/, /t/k Fiir'1 .; 'I -/. J>? ~G 1;;;;;;!) t;· C /j.n (1.1 -/,25{.-:u )/2oo'J tJ /(<15f5 =- F~Tw-.<j 0 ver lG...;-,. o( Fl.~ /e,.,J fl-,. :. ;2 °0 I e '-I, 5 1. ~ U,(._,,,,-, (,I F/o ~ le";-11-, ~ o?75 I @ ;; ¼ _,,.. v-; ;;. :2 r-F 1 it-:;. ~75 1 /(2,z.('pr) ('°oV-~) =. :l. I-.,;... H, : 7 /P, 'if 2,/ -;: / /;?, t, ni1r-/ ;:, Jo,? ~ IZ. C ~ JR Engineering, Ltd. CLIENT __ f.f......___H-_l_l-_6 ___ JOB NO. 70 If. 0'1 PROJECT Porfner-l?eS~t"'f/C>J .r SUBJECT 72£ ST GN rV:[tvTS - BY :re.. y A-IE C.~<.I Flow /~Jf/.. -:::. /ODO 1 0:~ (01)tJ)/(1.G~rY,o~~) = c:. ~ DATE 9/ot/c,c, t(. 's SHEET NO. _,:2__ OF 3_ JR Engineering, Ltd. CLIENT {-f ~ L-l-C, PRorncr {'or-fner Res.er vo;,.., BY J"C.. y' c:. ~ suBrncrL/IK!;S /,:'l,<i-3 1,',.,,e. o-t C..one.e.nfr-0-f/on- • > L.A I<£ I l)<.r'J;... Po,;.. f A -Tc..:: /:l. ~ n-,,-,... l>e,r1:,.., flc,;,T $ --ft.--:. /I. 1/,,.,_..,,;.._ JOB NO. 9 o IP. 0 c, DATE 9/oL./ /9:r, ~ I 3 J SHEET NO._ OF_ ])es'J~ f-G,",,...-f I -L fl K £ /. OUTL£T /7a,ft, Le,jl.:: 560 1 7; -=-500 1 /~r~s/6 v,_r = ~t ~;,, rro,.,.. bes:;~ l?,,,-f IS 4 ~ 0 ~.---f v-o--. ])~,J-/{,,.,-f; //. L ~ ke J. Po. ff, Len:J ft ~ (:;;;;5 / Du,✓,,., Po, .... -+ C. -fe, ~ 17. 5-,~ Des;""" Po,;.. t :2 -LIIKE ~ OUTL..£ T 7j. ~ ":2,; 1 / (Jr;s'j_ t oiJ -.?. '-17 1rw~ LA KE~ 7c._ = 17. 5 f 3 ~7 = ,;Jf. 0 ,...,;. L fU< £ 3 Po 11.. /~-th ~ G rso' l) es 'J;..., Po,~ -f £ -fc. =-;? /, 7 ;.-, . ~ l>estjr. ~-',,..-f 38 -Lllk[ 3 grzz'DGE CflAl'INE.L ,. r.;-; 0t:;o '/fJ~~Y 60Jt.~) -3'. ,1 1-11,· ... L AK~ "? ~ -"7 7 7 II ,:;r:::-? • c;; ..:J I'= ,:?</, f .::J, t, :::: -;;, • ~ l">-7 In JR Engineering , Ltd . 4812 South College Avenue, Fort Collins , Colorado 80525 LOCATION : DESIGN STORM : FOSSIL CREEK COMMUNITY PARK 2-YEAR DEVELOPED COMPUTATIONS BY : JCY SUBMITTED BY : JR ENGINEERING , LTD . DIRECT RUNOFF Des . Area A C Cf ACCf le Point Design . (ac) (min) A A 2.25 0.36 1.00 0.81 12 .6 B B 3 .42 0 .45 1.00 1.54 11 .4 C C 12 .26 0 .48 1.00 5.88 17 .5 D D 19 .00 0 .44 1.00 8.36 17 .1 E E 6 .04 0 .23 1.00 1.39 21 .7 NOTES : 1. le from Basin D Filing 4 Drainage Report 2. le from design point 13 Filing 6 Drainage Report 3. tc from design point 8 Filing 6 Drainage Report X:\901806\QPW\FLOW1 .WB2 -09/04/96 -11 :25 i (in/hr) 2.28 2.38 1.96 1.98 1.75 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) TOTAL Tc TRAVEL TIME a Tc L Vel. (cfs) (min) (ft) (fps) 1.85 3.67 11 .54 16.58 2.44 PAGE 1 OF 1 (970) 282-4335 DATE : 09/04/96 REMARKS Tl REMARKS (min) See tc calculations See note 1 See note 2 See note 3 See le calculations JR Engineering , Ltd . 4812 South College Avenue , Fort Collins , Colorado 80525 LOCATION: DESIGN STORM : FOSSIL CREEK COMMUNITY PARK 100-YEAR DEVELOPED COMPUTATIONS BY : JCY SUBMITTED BY : JR ENGINEERING , LTD . DIRECT RUNOFF Des . Area A C Cf ACCf le Point Design . (ac) (min) A A 2.25 0 .36 1.25 1.01 12 .6 B B 3.42 0.45 1.25 1.92 11.4 C C 12 .26 0.48 1.25 7.36 17 .5 D D 19.00 0.44 1.25 10 .45 17.1 E E 6.04 0 .23 1.25 1.74 21 .7 NOTES : 1. le from Basin D Filing 4 Drainage Report 2 . le from design point 13 Filing 6 Drainage Report 3. le from design point 8 Filing 6 Drainage Report X:\901806\QPvV\FLOW1 .WB2 -09/04/96 -12:37 i (in/hr) 6.47 6 .75 5.54 5.61 4.96 STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE) TOTAL Tc TRAVEL TIME a Tc L Vel. (cfs) (min) (ft) (fps) 6 .55 12 .99 47.47 82.88 8.61 PAGE 1 OF 1 (970) 2824335 DATE: 09/04/96 REMARKS REMARKS Tl (min) See le calculations See note 1 See note 2 See note 3 See le calculations APPENDIXC "C" VALUE COMPUTATIONS JR Engineering, Ltd. CLIENT f/-1-!-l-L-C.,,., mBNo. 9tJlf. of, PROJECT &rf;,e.,-&servo,-.,. BY T( y CB~-kk: DATE 'I /os/2t SUBJECT {:_ O,e2$: ;f e C V&lue., -LI/ k£f IJ zl "6-3 SHEET NO._/ OF~ LAk£ I to+al '5asi;.. 1/r-e~ == JtJ. 72. acr-e..s r 'I -I -KEf = /SP1 J..2J. f}; ~ -= 3. b? 12c.. (_ = t;. 5'=1 /11-f'a,-k = ~'-IJ;7oS.r:t-.. -:::: S-.60 C..·0.'1- L-/ -L,4KG I -= Gt./1 9ft 2.. fl?.. ~ /, "/9 at C. : /.O C. • -:: {o. 5'-1 Y ;, , 7 ) -t-{1. o )(1. 4~) -f (. i. .Ys: ,-,.)_· t.oi-.,,,,tif,o --- FL/-;2. -~£S -= 51-L / 63i'R:~-= /?, 7D acre& C. = 0 , 5i./ /J .2 -~r-i =-3~ 71 77'7 n z. -=-g. '-1'-I C.. :: o. 2 L-:J. -L,4/cE ~ :::-5"73/ J5/ /:"I> -z.:: /.:1. /b f}.(_re..s ('_ -:: /,{) c,, ... ,-= 42.,3 Cc.o .... 10 ar~fc = Cg. 5t1 f!J. 7°) + (o ,c.-Yf. <14') + (11,1t){t) LA k E 3 I?'. 70 +-(,../'I~ ;"]./{, 0 f c,_ I 8'a...r "~ .,4,.. e Q_ ~ </~. i./ 7 JR Engineering, Ltd. CLIENT (flt: lL C JOB No. 701 f. of, PROJECT rf?&,,.. +n e r lees er voi;-, BY YC y' c:. /4~ DATE '1 /4 5 fa' ' sUBJECT CtJr-r,aotile {! r/4/4er -LAK[S I,, :J.) cl 3 sHEETNo.-±:-oF '7- Lil I<£ J (c&,,.. f) F5-/I -RES-= C-=-o. '5'-/ F5-lo -(<ES= c.. = (), 5'-1 F5-5 -Jtcr = (_-= ~-5'/ 55 5 31 fl: ..... == /. 27 (J.{,t"<) J S' -J-J1'(£ tr-= ;2 J) '-/1,g> {-{ 2..-:;_ C) I 5 L/ ac.-r-~) (!_-=-/, 0 S-5 -Sn<.EE7 : .?t1 9J& A-,.. = O. ?7 acre1 l ~ /, cJ Fl -'-I-~E.S" -: {,J f / J JtJ-{[; z. -== /L/. 5"9 ac.;.e...s (_ ~ O,L/£ F~-]-lt.£5 -=-/~':,/ /9(, .f-6 z. := d,i7 a.t.rts c ~ o.'-1, fl-3-/'/l.l? /(:_ -= ;31/5 1 'li../2 t 6 2 = 7. 1 J A < res (_ ::-o. '2- L -3 -L//t'E J ~ IOfr1 J 9C l'tz.= :?,'/90.,,-es- <!.= /,0 L ~u,..roN:TE' -:: ~-''3y ~. c'I) + ( 7, If> )(o, t;I./J f (;, 27'jc. ti'I) +-( 7 .(/f 'f o. i4') --r {o, ,1}';,o) f @,g ? )(1, o) -1- { 1L159 'j o. 41r;) + ef?_,g7)(u,'11) + (7,q7)(2) _ ~ (2.~9'jt.o) f , G. '-I -f 7, 1 R -t /, 2 7 + 2, o 9 -+ o, ~ '-I -1 a , ir I-II/. ~9 t 2. 'i7 t 7, 1 J' t z. yq APPENDIXD WEIR PIPE CALCULATIONS DESIGN POINT "C" -PIPE Worksheet for Circular Channel Project Description Project File x:\901806\outfall.fm2 Worksheet Portner Reservoir Pipes Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.013 Channel Slope 0.700000 % Diameter 2.50 ft Discharae 36.83 ft3/s Results Depth 2.30 ft Flow Area 4.72 ft2 Wetted Perimeter 6.42 ft Top Width 1.36 ft Critical Depth 2.06 ft Percent Full 92.00 % Critical Slope 0 .008016 ft/ft Velocity 7 .80 ft/s Velocity Head 0.94 ft Specific Energy 3.24 ft Froude Number 0 .74 Maximum Discharge 36.91 ft3/s Full Flow Capacity 34.32 ft3/s Full Flow Slope 0.008063 ft/ft Flow is subcritical. Notes: The 100-yr flow is 4 7 .4 7 cfs , this pipe will collect all but about 10 cfs. The excess flow will overflow and drain to the Northwest to Design point "D". None Apr 17, 1996 09:27:00 Haestad Methods, Inc . 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Diameter Discharae Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow is supercritical. DESIGN POINT "2" -WEIR PIPE Worksheet for Circular Channel x:\901806\outfall.fm2 Portner Reservoir Pipes Circular Channel Manning's Formula Channel Depth 0.013 2.000000 % 2.50 ft 10 .54 ft3/s 0.72 ft 1.17 ft2 2 .84 ft 2.27 ft 1.09 ft 28 .87 % 0.004316 ft/ft 8.98 ft/s 1.25 ft 1.97 ft 2.20 62 .40 ft3/s 58.00 ft3/s 0.000660 ft/ft None Apr 17, 1996 09:22:53 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Diameter Dischar!le Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow is supercritical. DESIGN POINT "3P" -WEIR PIPE Worksheet for Circular Channel x:\901806\outfall.fm2 Portner Reservoir Pipes Circular Channel Manning's Formula Channel Depth 0.013 1.000000 % 2.50 ft 22 .40 ft3/s 1.32 ft 2 .62 ft2 4.06 ft 2.50 ft 1.61 ft 52 .70 % 0.005352 ft/ft 8.54 ft/s 1.13 ft 2 .45 ft 1.47 44 .12 ft3/s 41 .0 1 ft3/s 0.002983 ft/ft None Apr 17, 1996 09:24:22 Haestad Methods, Inc . 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 JR Engineering , Ltd . (970) 282-4335 4812 South College Avenue , Fort Collins, Colorado 80525 LOCATION : FOSSIL CREEK COMMUNITY PARK LAKES 1, 2, & 3 PIPE DETAILS PIPE A C D LENGTH (LF) 78 52 38 INV. IN ELEV. 4908.75 4908.37 4907 .75 INV. OUT ELEV. 4908.00 4908.00 4907.00 DATE: 4/1/96 HGLIN HGL OUT DISCHARGE ELEV. ELEV . (CFS 4910.36 4910.00 22.40 4910 .56 4910 .00 36.83 4908 .84 4909.00 10.54 Page 1 APPENDIXE HYDROGRAPH INFORMATION FOR 100 YEAR RUNOFF INTO LAKE 1 HYDROLOGIC REPORT FOR 0 100 YR RUNOFF INTO LAKE #1 FOSSIL CREEK COMMUNITY PARK I HYDROLOGIC REPORT LAKE 1 ............... . Hyd. No. 1 Hydrograph type= RATIONAL Storm frequency= 100 yr Time of cone. = 14 min Runoff coeff. = .427 Peak discharge Time interval Intensity Basin area = = = = 29.22 cfs 1 min 6.38 in/hr 10 .72 ac HYDROGRAPH DISCHARGE TABLE TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW (min cfs) (min cfs) (min cfs) (min cfs) 1.00 2.09 2.00 4.17 3.00 6.26 4.00 8.35 5.00 10.43 6.00 12.52 7.00 14.61 8.00 16.69 9.00 18.78 10.00 20.87 11. 00 22.96 12.00 25.04 13.00 27.13 14.00 29.22 15.00 27.82 16.00 26.43 17.00 25.04 18.00 23 .65 19.00 22.26 20.00 20.87 21.00 19.48 22.00 18.09 23.00 16.69 24.00 15.30 25.00 13.91 26.00 12.52 27.00 11.13 28.00 9.74 29.00 8.35 30.00 6.96 31.00 5.56 32.00 4.17 33.00 2.78 34.00 1. 39 35.00 0.00 36.00 0.00 APPENDIXF HYDROGRAPH INFORMATION FOR 100 YEAR RUNOFF INTO LAKE 2 HYDROLOGIC REPORT FOR 0 100 YR RUNOFF INTO LAKE #2 FOSSIL CREEK COMMUNITY PARK I I I HYDROLOGIC REPORT LAKE 2 ............... . Hyd. No. 2 Hydrograph type= RATIONAL Storm frequency= 100 yr Time of cone. = 21 min Runoff coeff. = .632 Peak discharge Time interval Intensity Basin area = 115.81 cfs = 1 min = 5.19 in/hr = 35.3 ac I I I I I HYDROGRAPH DISCHARGE TABLE TIME--OUTFLOW TIME--OUTFLOW (min cfs) (min cfs) 1.00 5.51 2.00 11.03 5.00 27.57 6.00 33.09 9.00 49.63 10.00 55.15 13.00 71. 69 14.00 77.20 17.00 93.75 18.00 99.26 21. 00 115.81 22.00 112.11 25.00 101. 00 26.00 97.30 29.00 86.20 30.00 82.50 33.00 71.39 34.00 67.69 37.00 56.59 38.00 52.89 41. 00 41.79 42.00 38.08 45.00 26.98 46.00 23.28 49.00 12.18 50.00 8.48 TIME--OUTFLOW TIME--OUTFLOW (min cfs) (min cfs) 3.00 16.54 4.00 22.06 7.00 38.60 8.00 44.12 11.00 60.66 12.00 66.18 15.00 82.72 16.00 88.23 19.00 104.78 20.00 110.29 23.00 108.40 24.00 104.70 27.00 93.60 28.00 89.90 31.00 78.80 32.00 75.09 35.00 63.99 36.00 60.29 39.00 49.19 40.00 45 .49 43.00 34.38 44.00 30.68 47.00 19.58 48.00 15.88 51. 00 4.77 52.00 0.00 I I APPENDIXG HYDROGRAPH INFORMATION FOR 100 YEAR RUNOFF INTO LAKE 3 HYDROLOGIC REPORT FOR 0 100 YR RUNOFF INTO LAKE #3 FOSSIL CREEK COMMUNITY PARK I I I I I HYDROLOGIC REPORT LAKE 3 ............... . Hyd. No. 3 Hydrograph type= RATIONAL Storm frequency= 100 yr Time of cone. = 25 min Runoff coeff. = .52 Peak discharge Time interval Intensity Basin area = 118.57 cfs = 1 min = 4.70 in/hr = 48.47 ac I HYDROGRAPH DISCHARGE TABLE TIME --OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW (min cfs) (min cfs) (min cfs) (min cfs) 1.00 4.74 2 .00 9.49 3 .00 14.23 4.00 18 .97 5.00 23.71 6.00 28.46 7.00 33.20 8.00 37 .94 9.00 42 .68 10.00 47.43 11.00 52.17 12.00 56.91 13.00 61. 65 14.00 66.40 15.00 71.14 16.00 75.88 17.00 80.62 18.00 85.37 19.00 90.11 20.00 94.85 21.00 99.60 22 .00 104.34 23.00 109.08 24.00 113.82 25 .00 118 .57 26 .00 115 .38 27.00 112 .20 28.00 109.02 29.00 105 .83 30 .00 102.65 31. 00 99.47 32.00 96.29 33.00 93.10 34.00 89.92 35 .00 86.74 36.00 83.55 37 .00 80.37 38.00 77.19 39.00 74 .00 40.00 70.82 41. 00 67.64 42.00 64.46 43.00 61.27 44.00 58.09 45 .00 54.91 46 .00 51 .72 47.00 48.54 48.00 45.36 49.00 42.17 50.00 38.99 51. 00 35.81 52.00 32.63 53.00 29.44 54.00 26.26 55.00 23.08 56 .00 19.89 57 .00 16.71 58.00 13.53 59.00 10.34 60.00 7.16 61. 00 3.98 62 .00 0.00 63.00 0.00 64.00 0.00 f'G:AK I I APPENDIXH CONTOUR AREAS FOR LAKES 1, 2 AND 3 I I I I JR Engineering , Ltd . 4812 S. College Ave . Fort Collins, CO 80525 JOB NO. 9018 .06 PORTNER RESERVOIR .6Y.;__JQ( PORTNER RESERVOIR LAKE CAPACITIES LAKE 1 CONTOUR DEPTH (FT) (FT) 4903 0 4904 1 4905 2 4906 3 4907 4 4908 5 4909 6 LAKE2 CONTOUR DEPTH (FT) (FT) 4902 0 4903 1 4904 2 4905 3 4906 4 4907 5 4908 6 4909 7 4910 8 LAKE3 CONTOUR DEPTH (FT) (FT) 4905 0 4906 1 4907 2 4908 3 4909 4 4910 5 4911 6 AREA (SQ . FT) 19765.27 24103.76 28562 .16 33169.81 37816 .33 44320 .20 60143.26 AREA (SQ . FT) 75277.36 454440.34 469321.36 484292 .61 499447.46 514740 .68 530140.50 545729.91 581836.71 AREA (SQ . FT) 57216 .96 62828.61 68723 .90 74797 .53 80949.39 87225.57 119432.91 INCREMENTAL CUMULATIVE VOLUME VOLUME (ACRE-FT) (ACRE-FT) 0.00 0.00 0.50 0.50 0 .60 1.11 0 .71 1.81 0.81 2.63 0.94 3 .57 1.19 4 .76 INCREMENTAL CUMULATIVE VOLUME VOLUME (ACRE-FT) (ACRE-FT) 0.00 0 .00 5 .47 5 .47 10 .60 16 .07 10.95 27.02 11 .29 38 .31 11 .64 49.95 11 .99 61 .94 12 .35 74.29 12 .94 87 .23 INCREMENTAL CUMULATIVE VOLUME VOLUME (ACRE -FT) (ACRE-FT) 0 .00 0 .00 1.38 1.38 1.51 2 .89 1.65 4 .53 1.79 6 .32 1.93 8.25 2 .36 10.61 I I I I I I PORTNER RESERVOIR 3/z_ COMBINED LAKE CAPACITIES CONTOUR VOLUME (FT) (ACRE-FT) 4902 0.00 4903 5.47 4904 16 .57 4905 28.12 4906 41 .50 4907 55.47 4908 70 .05 4909 85 .38 4910 100 .25 4911 102 .61 I I I APPENDIX I STAGE, STORAGE, DISCHARGE: LAKEl I I I I HYDROLOGIC REPORT STAGE/ STORAGE/ DISCHARGE RESERVOIR NUMBER= 1 RESERVOIR NAME = LAKE 1 ..... . STORAGE VALUES WERE INPUT MANUALLY DISCHARGE VALUES: CULVERT STRUCT A. Q = CULVERT STRUCT B. Q = WEIR STRUCT A. Q = WEIR STRUCT B. Q = ELEVATION DISCHARGE CULVERT A CULVERT B 4909.00 0.00 0.00 4910.00 0.00 0.00 4911.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 0.00 0 .00 . 6 *A*[2gh/k]A.5 * 0 .6 *A*[2gh/k]A.5 * 0 3 * 10 *HA 1 .5 3 * 0 * H A 1.5 (cfs) I ~b,¢- WEIR A \O WEIR B 0.00 0.00 30.00 0.00 84.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I I I I I I I STAGE 0.00 1.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ELEVATION 4909.00 4910.00 4911. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INC STOR cu ft 0 63307 69604 0 0 0 0 0 0 0 0 TOT STOR cu ft 0 63307 132911 0 0 0 0 0 0 0 0 OUTFLOW cfs 0 .00 30.00 84.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I I I I I OUTLET STRUCTURES Reservoir: 1 CULVERT STRUC A. Q=CoA[2gh/k]A.5 1. WIDTH (in) = 0 .. 2. HEIGHT (in) = 0 .. 3. No. BARRELS = 0 .. 4. INVERT ELEV. = 0 ........ 5. Co = 0.60 6 . CULVERT LENGTH (ft) = 0 ... 7. CULVERT SLOPE ( % ) = 0 ... 8 . MANNING'S N-VALUE = .013 WEIR STRUCTURE A. 18. CREST LENGTH (ft) = 10 .... . 19. CREST ELEVATION = 4909 .. . 20. Cw= 3.00 21. EXP= 1.50 22. MULTI-STAGE OPTION? (Y/N) N hange item number: O CULVERT STRUC B. Q=CoA[2gh/k]A.5 WIDTH (in) HEIGHT ( in) No. BARRELS INVERT ELEV. Co= 0.60 = 0 .. = 0 .. = 0 .. = 0 ....... . CULVERT LENGTH (ft) = 0 .. . CULVERT SLOPE (%) = 0 .. . 9. 10. 11. 12. 13 . 14. 15. 16. 17. MANNING'S N-VALUE = .013 MULTI-STAGE OPTION? (Y/N) N WEIR STRUCTURE B. 23. CREST LENGTH (ft) = 0 ..... . 24. CREST ELEVATION = 0 ..... . 25. Cw= 3.00 26. EXP = 1. 50 27. MULTI-STAGE OPTION? (Y/N) N ◄_J to cont ··----------------~-~ -- APPENDIXJ STAGE, STORAGE, DISCHARGE: LAKE2 I HYDROLOGIC REPORT STAGE/ STORAGE/ DISCHARGE RESERVOIR NUMBER= 2 RESERVOIR NAME = LAKE 2 ..... . STORAGE VALUES WERE INPUT MANUALLY DISCHARGE VALUES: CULVERT STRUCT A. Q = .6 *A*[2gh/k]A.5 * 0 CULVERT STRUCT B. Q = .6 *A*[2gh/k]A.5 * 0 WEIR STRUCT A. Q = 3 * 8 * H A 1.5 WEIR STRUCT B. Q = 3 * 0 * H A 1.5 f,\~ ELEVATION DISCHARGE (cf s) ~v) CULVERT A CULVERT B WEIR A WEIR B 4910.00 0.00 0.00 0.00 0.00 4911.00 0.00 0.00 24.00 0.00 4912.00 0.00 0.00 67.88 0.00 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 0.00 0.00 0.00 0.00 0.00 I I I I I STAGE ELEVATION INC STOR TOT STOR OUTFLOW cu ft cu ft cfs ------------------------------------------------------------ 0.00 4910.00 0 0 0.00 1.00 4911.00 589806 589806 24.00 2.00 4912.00 605845 1195651 67.88 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 I I I I OUTLET STRUCTURES Reservoir: 2 CULVERT STRUC A. Q=CoA[2gh/k]A.5 1. WIDTH ( in) = 0 .. 2. HEIGHT ( in) = 0 .. 3 . No. BARRELS = 0 .. 4 . INVERT ELEV. = 0 ........ 5. Co = 0.60 6 . CULVERT LENGTH (ft) = 0 ... 7. CULVERT SLOPE ( % ) = 0 ... 8 . MANNING'S N-VALUE = .013 WEIR STRUCTURE A. Q=CwLHAEXP 18. CREST LENGTH (ft) = 8 ..... . 19. CREST ELEVATION = 4910 .. . 20. Cw= 3.00 21. EXP = 1. 50 22. MULTI-STAGE OPTION? (Y/N) N hange item number: O CULVERT STRUC B. Q=CoA[2gh/k]A.5 WIDTH (in) HEIGHT (in) No. BARRELS INVERT ELEV. Co= 0.60 = 0 .. = 0 .. = 0 .. = 0 ....... . CULVERT LENGTH (ft) = 0 .. . CULVERT SLOPE (%) = 0 .. . 9. 10. 11. 12. 13. 14. 15. 16. 17 . MANNING'S N-VALUE = .013 MULTI-STAGE OPTION? (Y/N) N WEIR STRUCTURE B. Q=CwLHAEXP 23. CREST LENGTH (ft) = 0 ..... . 24. CREST ELEVATION = 0 ..... . 25. Cw= 3.00 26. EXP= 1.50 27. MULTI-STAGE OPTION? (Y/N) N ◄_J to cont APPENDIXK STAGE, STORAGE, DISCHARGE: LAKE3 HYDROLOGIC REPORT STAGE/ STORAGE/ DISCHARGE I RESERVOIR NUMBER= 3 RESERVOIR NAME = LAKE 3 ..... . STORAGE VALUES WERE INPUT MANUALLY DISCHARGE VALUES: CULVERT STRUCT A. Q = . 6 *A*[2gh/k)".5 * 0 CULVERT STRUCT B. Q = .6 *A*[2gh/k)".5 * 0 /;\~}', WEIR STRUCT A. Q = 3 * 8 * H" 1.5 WEIR STRUCT B. Q = 3 * 24 * H " 1.5 0'0 0\q,, ' \I/; ELEVATION DISCHARGE (cfs) 'bJ i,' CULVERT A CULVERT B WEIR A WEIR B 4911.00 0 .00 0.00 0.00 0.00 4912.00 0.00 0.00 24.00 72.00 4913.00 0.00 0.00 67.88 203.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0 .00 0 .00 0.00 0.00 I STAGE ELEVATION INC STOR TOT STOR OUTFLOW cu ft cu ft cfs ------------------------------------------------------------ 0.00 4911. 00 0 0 0.00 1.00 4912.00 133599 133599 96.00 2.00 4913.00 179708 313307 271.53 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0 0 0.00 I OUTLET STRUCTURES Reservoir: 3 CULVERT STRUC A. Q=CoA[2gh/k]A.5 1 . WIDTH ( in) 2. HEIGHT ( in) 3. No. BARRELS 4. INVERT ELEV. 5. Co= 0.60 = 0 .. = 0 .. = 0 .. = 0 ....... . 6. CULVERT LENGTH (ft) = 0 .. . 7. CULVERT SLOPE (%) = 0 .. . 8. MANNING'S N-VALUE = .013 WEIR STRUCTURE A. Q=CWLHAEXP 18. CREST LENGTH (ft) = 8 ...... 19. CREST ELEVATION = 4911. .. 20. Cw= 3.00 21. EXP = 1. 50 22. MULTI-STAGE OPTION ? (Y/N) N .hange item number: O CULVERT STRUC B. Q=CoA[2gh/k]A.5 9 . 10. 11. 12. 13. 14. 15. 16. 17. WIDTH (in) HEIGHT ( in) No. BARRELS INVERT ELEV. Co= 0.60 = 0 .. = 0 .. = 0 .. = 0 ....... . CULVERT LENGTH (ft) = 0 .. . CULVERT SLOPE (%) = 0 .. . MANNING'S N-VALUE = .013 MULTI-STAGE OPTION? (Y/N) N WEIR STRUCTURE B. Q=CwLHAEXP 1 23. CREST LENGTH (ft) = /" z,, '"/%6t~7 24 ..... 24. CREST ELEVATION = 4911. .. 25. Cw= 3.00 26. EXP= 1. 50 27. MULTI-STAGE OPTION ? (Y/N) N ◄_J to cont APPENDIXL ROUTED 100-YEAR RUNOFF INTO LAKE3 0 I I I I I I HYDROLOGIC REPORT FOR ROUTED 100 YR RUNOFF INTO LAKE #3 FOSSIL CREEK COMMUNITY PARK I I I I I I HYDROLOGIC REPORT ROUTED 3 ............. . Hyd. No. 4 Hydrograph type= RESERVOIR ROUTE Storm frequency= 100 yr Inflow hyd. no. = 3 Peak discharge Time interval Reservoir no. = 67.87 cfs = 1 min = 3 HYDROGRAPH DISCHARGE TABLE I TIME INFLOW (i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs I 1.00 4.74 9.49 4.68 4.74 0.03 2.00 9.49 14.23 18.65 18.91 0.13 3.00 14.23 18.97 41. 79 42.36 0.29 4.00 18.97 23.71 73.97 74.99 0.51 5.00 23.71 28.46 115.07 116.65 0.79 6.00 28.46 33.20 164.97 167.24 1.13 7.00 33.20 37.94 223.55 226.63 1. 54 8.00 37.94 42.68 290.70 294.69 2.00 9.00 42.68 47.43 366.29 371. 32 2.52 10.00 47.43 52.17 450.12 456.40 3.14 11.00 52.17 56.91 541.13 549.71 4.29 12.00 56.91 61.65 639.16 650.21 5.53 13.00 61. 65 66.40 744.01 757.72 6.85 14.00 66.40 71.14 855.54 872.07 8.26 15.00 71.14 75.88 972.89 993.08 10.09 16.00 75.88 80.62 1095.70 1119.91 12.11 17.00 80.62 85.37 1223.78 1252.20 14.21 18.00 85.37 90.11 1356.75 1389.77 16.51 19.00 90.11 94.85 1493.85 1532.22 19.19 20.00 94.85 99.60 1634.93 1678.81 21. 94 21.00 99.60 104.34 1779.73 1829.38 24.83 22.00 104.34 109.08 1927.45 1983.66 28.10 23.00 109.08 113.82 2077.98 2140.87 31.45 24.00 113.82 118.57 2231.02 2300.88 34.93 25.00 118.57 115.38 2385.92 2463.41 38.74 I HYDROGRAPH DISCHARGE TABLE Cont'd I TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O (i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 26.00 115.38 112.20 2535.04 2619.86 42.41 27.00 112.20 109.02 2670.92 2762.62 45.85 28.00 109.02 105.83 2793.85 2892.14 49.15 29.00 105.83 102.65 2904.47 3008.70 52.11 I 30.00 102.65 99.47 3003.43 3112.96 54.76 31. 00 99.47 96.29 3091.20 3205.55 57.18 32.00 96.29 93.10 3168.16 3286.95 59.40 33.00 93.10 89.92 3234.90 3357.55 61. 32 34.00 89.92 86.74 3291.98 3417.92 62.97 35.00 86.74 83.55 3339.93 3468.64 64.35 36.00 83.55 80.37 3379.25 3510.22 65.49 37.00 80.37 77.19 3410.40 3543.17 66.39 38.00 77.19 74.00 3433.84 3567.96 67.06 39.00 74.00 70.82 3449.97 3585.03 67.53 I 40.00 70.82 67.64 3459.21 3594.80 67.79 41.00 67.64 64.46 3461.93 3597.67 67.87 ~ 42.00 64.46 61.27 3458.48 3594.02 67.77 I 43.00 61.27 58.09 3449.20 3584.21 67.50 44.00 58.09 54.91 3434.40 3568.56 67.08 45.00 54.91 51.72 3414.40 3547.40 66.50 46.00 51.72 48.54 3389.46 3521. 03 65.78 I 47.00 48.54 45.36 3359.87 3489.73 64.93 48.00 45.36 42.17 3325.88 3453.77 63.95 49.00 42.17 38.99 3287.72 3413.41 62.85 I 50.00 38.99 35.81 3245.62 3368.88 61.63 51. 00 35.81 32.63 3199.80 3320.42 60.31 52.00 32.63 29.44 3150.46 3268.23 58.89 I 53.00 29.44 26.26 3097.79 3212.53 57.37 54.00 26.26 23.08 3041.91 3153.50 55.79 55.00 23.08 19.89 2982.82 3091.24 54.21 56.00 19.89 16.71 2920.70 3025.79 52.55 I 57.00 16.71 13.53 2855.70 2957.31 50.80 58.00 13.53 10.34 2787.96 2885.94 48.99 59.00 10.34 7.16 2717.63 2811.83 47.10 60.00 7.16 3.98 2644.83 2735.13 45.15 61.00 3.98 0.00 2569.45 2655.97 43.26 62.00 0.00 0.00 2490.78 2573.43 41.32 I 63.00 0.00 0.00 2412.01 2490.78 39.39 64.00 0.00 0.00 2336.93 2412.01 37.54 65.00 0.00 0.00 2265.37 2336.93 35.78 66.00 0.00 0.00 2197.17 2265.37 34.10 67.00 0.00 0.00 2131.88 2197.17 32.64 I HYDROGRAPH DISCHARGE TABLE Cont'd I TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs I 68.00 0.00 0.00 2069.37 2131.88 31. 25 69.00 0.00 0.00 2009.52 2069.37 29.93 70.00 0.00 0.00 1952.21 2009.52 28.65 71. 00 0.00 0.00 1897.34 1952.21 27.44 72.00 0.00 0.00 1844.80 1897.34 26.27 73.00 0.00 0.00 1794.49 1844.80 25.15 74.00 0.00 0.00 1746.27 1794.49 24.11 75.00 0.00 0.00 1699.85 1746.27 23.21 76.00 0.00 0.00 1655.18 1699.85 22.33 77.00 0.00 0.00 1612.19 1655.18 21.50 78.00 0.00 0.00 1570.81 1612.19 20.69 79.00 0.00 0.00 1530.99 1570.81 19.91 80.00 0.00 0.00 1492.66 1530.99 19.16 81. 00 0.00 0.00 1455.78 1492.66 18.44 82.00 0.00 0.00 1420.28 1455.78 17.75 83.00 0.00 0.00 1386.11 1420.28 17.08 84.00 0.00 0.00 1353.22 1386.11 16.44 I 85.00 0.00 0.00 1321. 57 1353.22 15.82 86.00 0.00 0.00 1290.94 1321. 57 15.32 87.00 0.00 0.00 1261.28 1290.94 14.83 88.00 0.00 0.00 1232.57 1261.28 14.36 I 89.00 0.00 0.00 1204.76 1232.57 13.90 90.00 0.00 0.00 1177.85 1204.76 13.46 91.00 0.00 0.00 1151.79 1177.85 13.03 92.00 0 .00 0.00 1126.55 1151.79 12.62 93.00 0.00 0.00 1102.12 1126.55 12.21 94.00 0.00 0.00 1078.47 1102.12 11.83 I 95.00 0.00 0.00 1055.57 1078.47 11.45 96.00 0.00 0.00 1033.40 1055.57 11.09 97.00 0.00 0.00 1011.93 1033.40 10.73 98.00 0.00 0.00 991.15 1011.93 10.39 I 99.00 0.00 0.00 971.03 991.15 10.06 100.00 0.00 0.00 951.55 971.03 9.74 101 .00 0.00 0.00 932.69 951.55 9.43 I 102.00 0.00 0.00 914.43 932.69 9.13 103.00 0.00 0.00 896.74 914.43 8.84 104.00 0.00 0.00 879.61 896.74 8.57 I 105.00 0.00 0.00 862.90 879.61 8.36 106.00 0.00 0.00 846.59 862.90 8.15 107.00 0.00 0.00 830.69 846.59 7.95 108.00 0.00 0.00 815.19 830.69 7.75 109.00 0.00 0.00 800 .06 815 .19 7.56 I HYDROGRAPH DISCHARGE TABLE Cont'd I TIME INFLOW ( i) INFLOW ( j ) 28/dt-O ( i) 28/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs I 110.00 0.00 0.00 785.31 800.06 7.38 111. 00 0.00 0.00 770.92 785.31 7.19 112.00 0.00 0.00 756.89 770.92 7.02 113.00 0.00 0.00 743.20 756.89 6.84 I 114.00 0.00 0.00 729.85 743.20 6.68 115.00 0.00 0.00 716.83 729.85 6.51 116.00 0.00 0.00 704.13 716.83 6.35 I 117.00 0.00 0.00 691.74 704.13 6.19 118.00 0.00 0.00 679.66 691. 74 6.04 119.00 0.00 0.00 667.88 679.66 5.89 I 120.00 0.00 0.00 656.38 667.88 5.75 121.00 0.00 0.00 645.17 656.38 5.60 122.00 0.00 0.00 634.24 645.17 5.47 123.00 0.00 0.00 623.58 634.24 5.33 I 124.00 0.00 0.00 613.18 623.58 5.20 125.00 0.00 0.00 603.03 613.18 5.07 126.00 0.00 0.00 593.14 603.03 4.95 I 127.00 0.00 0.00 583.49 593.14 4.83 128.00 0.00 0.00 574.08 583.49 4.71 129.00 0.00 0.00 564.90 574.08 4.59 I 130.00 0.00 0.00 555.94 564.90 4.48 131.00 0.00 0.00 547.21 555.94 4.37 132.00 0.00 0.00 538.69 547.21 4.26 133.00 0.00 0.00 530.38 538.69 4.15 I 134.00 0.00 0.00 522.28 530.38 4.05 135.00 0.00 0.00 514.38 522.28 3.95 136.00 0.00 0.00 506.67 514.38 3.85 I 137.00 0.00 0.00 499.15 506.67 3.76 138.00 0.00 0.00 491.82 499.15 3.67 139.00 0.00 0.00 484.67 491.82 3.58 140.00 0.00 0.00 477.69 484.67 3.49 I 141.00 0.00 0.00 470.89 477.69 3.40 142.00 0.00 0.00 464.25 470.89 3.32 143.00 0.00 0.00 457.78 464.25 3.24 I 144.00 0.00 0.00 451.47 457.78 3.16 145.00 0.00 0.00 445.31 451.47 3.08 146.00 0.00 0.00 439.27 445.31 3.02 I 147.00 0.00 0.00 433.32 439.27 2.98 148.00 0.00 0.00 427.44 433.32 2.94 149.00 0.00 0.00 421.64 427.44 2.90 150.00 0.00 0.00 415.93 421.64 2.86 I 151.00 0.00 0.00 410.28 415.93 2.82 I I HYDROGRAPH DISCHARGE TABLE Cont'd I TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs I 152.00 0.00 0.00 404.72 410.28 2.78 153.00 0.00 0.00 399.23 404.72 2.74 154.00 0.00 0.00 393.82 399.23 2.71 155.00 0.00 0.00 388.48 393.82 2.67 I 156.00 0.00 0.00 383.21 388.48 2.63 157.00 0.00 0.00 378.01 383.21 2.60 158.00 0.00 0.00 372.89 378.01 2.56 I 159.00 0.00 0.00 367.83 372.89 2.53 160.00 0.00 0.00 362.84 367.83 2.49 161.00 0.00 0.00 357.92 362.84 2.46 I 162.00 0 .00 0.00 353.07 357.92 2.43 163.00 0.00 0.00 348.28 353.07 2.39 164.00 0.00 0.00 343.56 348.28 2.36 165.00 0.00 0.00 338.90 343.56 2.33 I 166.00 0.00 0.00 334.30 338.90 2.30 167.00 0.00 0.00 329.77 334.30 2.27 168.00 0.00 0.00 325.29 329.77 2.24 I 169.00 0.00 0.00 320.88 325.29 2.21 170.00 0.00 0.00 316.53 320.88 2.18 1 71. 00 0.00 0.00 312.24 316.53 2.15 172.00 0.00 0.00 308.00 312.24 2.12 I 173.00 0.00 0.00 303.83 308.00 2.09 174.00 0.00 0.00 299.71 303.83 2.06 175.00 0.00 0.00 295.64 299.71 2.03 I 176.00 0.00 0 .00 291. 63 295.64 2.00 177.00 0 .00 0.00 287.68 291. 63 1. 98 178.00 0.00 0 .00 283.78 287.68 1. 95 I 179.00 0.00 0.00 279.93 283 .78 1. 92 180.00 0.00 0.00 276.13 279.93 1. 90 181.00 0.00 0.00 272.39 276.13 1. 87 182.00 0.00 0 .00 268.69 272.39 1.85 I 183.00 0.00 0.00 265.05 268.69 1. 82 184.00 0.00 0.00 261.46 265.05 1.80 185.00 0.00 0 .00 257.91 261.46 1. 77 I 186.00 0.00 0 .00 254.41 257 .91 1. 75 187.00 0.00 0.00 250.96 254.41 1. 73 188 .00 0.00 0.00 247.56 250.96 1. 70 I 189.00 0.00 0.00 244.20 247.56 1. 68 190.00 0.00 0.00 240.89 244.20 1. 66 191.00 0.00 0.00 237.62 240.89 1.63 192.00 0.00 0.00 234.40 237.62 1. 61 I 193 .00 0.00 0.00 231.22 234.40 1. 59 I I I HYDROGRAPH DISCHARGE TABLE Cont'd I TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 194.00 0.00 0.00 228.09 231.22 1. 57 195.00 0.00 0.00 224.99 228.09 1. 55 196.00 0.00 0.00 221.94 224.99 1. 53 197.00 0.00 0.00 218.93 221. 94 1. 50 198.00 0.00 0.00 215.96 218.93 1.48 199.00 0.00 0.00 213.03 215.96 1.46 200.00 0.00 0.00 210.15 213.03 1.44 201.00 0.00 0.00 207.30 210.15 1.42 202.00 0.00 0.00 204.48 207.30 1.41 203.00 0.00 0.00 201.71 204.48 1. 39 204.00 0.00 0.00 198.98 201. 71 1. 37 205.00 0.00 0.00 196.28 198.98 1. 35 206.00 0.00 0.00 193.62 196.28 1. 33 207.00 0.00 0.00 190.99 193.62 1. 31 208.00 0.00 0.00 188.40 190.99 1.30 209.00 0.00 0.00 185.85 188.40 1. 28 210.00 0.00 0.00 183.33 185.85 1. 26 I 211.00 0.00 0.00 180.84 183.33 1. 24 212.00 0.00 0.00 178.39 180.84 1. 23 213.00 0.00 0.00 175.97 178.39 1. 21 214.00 0.00 0.00 173.58 175.97 1.19 215.00 0.00 0.00 171. 23 173.58 1.18 216.00 0.00 0.00 168.91 171. 23 1.16 217.00 0.00 0.00 166.61 168.91 1.15 I 218.00 0.00 0.00 164.36 166.61 1.13 219.00 0.00 0.00 162.13 164.36 1.11 220.00 0.00 0.00 159.93 162.13 1.10 I 221.00 0.00 0.00 157.76 159.93 1.08 222.00 0.00 0.00 155.62 157.76 1.07 223.00 0.00 0.00 153.51 155.62 1.06 224.00 0.00 0.00 151. 43 153.51 1. 04 225.00 0.00 0.00 149.37 151. 43 1. 03 226.00 0.00 0.00 147.35 149.37 1. 01 I Maximum outflow (cfs) = 67.87 Maximum storage ( cu ft) = 105894 Maximum elevation (ft) = 4911.79 I I I I APPENDIXM COMBINED 100-YEAR RUNOFF FROM LAKE 2 AND ROUTED 100-YEAR RUNOFF FORM LAKE 3 HYDROLOGIC REPORT FOR 0 COMBINED 100 YR RUNOFF LAKE #2 FOSSIL CREEK COMMUNITY PARK AND ROUTED FLOWS FROM LAKE 3 I HYDROLOGIC REPORT COMBINED ............. . RUNOFF 2 ............. . ROUTED 3 ............. . Hyd. No. 5 Hydrograph type= Storm frequency= Inflow hyd no's = COMBINED 100 yr 4 & 2 Peak discharge Time interval = 140.63 cfs = 1 min HYDROGRAPH DISCHARGE TABLE TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 1.00 0.03 5.51 5.55 2.00 0.13 11.03 11.16 3.00 0.29 16.54 16.83 4.00 0.51 22.06 22.57 5.00 0.79 27.57 28.36 6.00 1.13 33.09 34.22 7.00 1. 54 38.60 40.14 8.00 2.00 44.12 46.11 9.00 2.52 49.63 52.15 10.00 3.14 55.15 58.29 11.00 4.29 60.66 64.95 12.00 5.53 66.18 71.70 13.00 6.85 71. 69 78.54 14.00 8.26 77.20 85.47 15.00 10.09 82.72 92.81 16.00 12.11 88.23 100.34 17.00 14.21 93.75 107.96 18.00 16.51 99.26 115.77 19.00 19.19 104.78 123.96 20.00 21.94 110.29 132.23 21.00 24.83 115.81 140.63 22.00 28.10 112.11 140.21 23.00 31.45 108.40 139.85 24.00 34.93 104.70 139.64 25.00 38.74 101.00 139.75 f_61tK 26.00 42.41 97.30 139.71 27.00 45.85 93.60 139.45 28.00 49.15 89.90 139.04 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 29.00 52.11 86.20 138.31 30.00 54.76 82 .50 137.26 31. 00 57.18 78.80 135.97 32.00 59.40 75.09 134.49 33.00 61. 32 71. 39 132.72 34.00 62.97 67.69 130.66 35.00 64.35 63.99 128.34 36.00 65.49 60.29 125.78 37.00 66.39 56.59 122.97 38.00 67.06 52.89 119.95 39.00 67.53 49.19 116.71 40.00 67.79 45.49 113.28 41.00 67.87 41. 79 109.66 42.00 67.77 38.08 105.86 43.00 67.50 34.38 101.89 44.00 67.08 30 .68 97.76 45.00 66.50 26.98 93.48 46.00 65.78 23.28 89.06 47.00 64 .93 19.58 84.51 48.00 63.95 15.88 79.82 49.00 62.85 12.18 75 .02 50.00 61.63 8.48 70 .11 51.00 60.31 4.77 65 .08 52.00 58.89 0.00 58.89 53.00 57.37 0.00 57.37 54.00 55.79 0.00 55.79 55.00 54.21 0.00 54 .21 56.00 52.55 0.00 52 .55 57.00 50.80 0.00 50.80 58.00 48.99 0.00 48.99 59.00 47.10 0.00 47.10 60.00 45.15 0.00 45.15 61.00 43.26 0.00 43.26 62.00 41.32 0.00 41.32 63.00 39.39 0.00 39.39 64.00 37.54 0.00 37.54 65.00 35.78 0.00 35.78 66 .00 34.10 0 .00 34.10 67.00 32.64 0.00 32.64 68.00 31. 25 0.00 31.25 69.00 29.93 0.00 29.93 70.00 28.65 0.00 28.65 71.00 27.44 0.00 27.44 72.00 26.27 0.00 26.27 73.00 25.15 0.00 25.15 74.00 24 .11 0.00 24.11 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 75.00 23.21 0.00 23.21 76.00 22.33 0.00 22.33 77.00 21. 50 0.00 21. 50 78.00 20.69 0.00 20.69 79.00 19.91 0.00 19.91 80.00 19.16 0.00 19.16 81.00 18.44 0.00 18.44 82.00 17.75 0.00 17.75 83.00 17.08 0.00 17.08 84.00 16.44 0.00 16.44 85.00 15.82 0.00 15.82 86.00 15.32 0.00 15.32 87.00 14.83 0.00 14.83 88.00 14.36 0.00 14.36 89.00 13.90 0.00 13.90 90.00 13.46 0.00 13.46 91.00 13.03 0.00 13.03 92.00 12.62 0.00 12.62 93.00 12.21 0.00 12.21 94.00 11.83 0.00 11.83 95.00 11.45 0.00 11.45 96.00 11.09 0.00 11.09 97.00 10.73 0.00 10.73 98.00 10.39 0.00 10.39 99.00 10.06 0.00 10.06 100.00 9.74 0.00 9.74 101.00 9.43 0.00 9.43 102.00 9.13 0.00 9.13 103.00 8.84 0.00 8.84 104.00 8.57 0.00 8.57 105.00 8.36 0.00 8.36 106.00 8.15 0.00 8.15 107.00 7 .95 0.00 7.95 108.00 7.75 0.00 7.75 109.00 7.56 0.00 7.56 110.00 7.38 0.00 7.38 111.00 7.19 0.00 7.19 112.00 7.02 0.00 7.02 113.00 6.84 0.00 6.84 114.00 6.68 0.00 6.68 115.00 6.51 0.00 6.51 116.00 6.35 0.00 6.35 117.00 6.19 0.00 6.19 118.00 6.04 0.00 6.04 119.00 5.89 0.00 5.89 120.00 5.75 0.00 5.75 I HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 121.00 5.60 0.00 5.60 122.00 5.47 0.00 5.47 123.00 5.33 0.00 5.33 124.00 5.20 0.00 5.20 125.00 5.07 0.00 5.07 126.00 4.95 0.00 4.95 127.00 4.83 0.00 4.83 128.00 4.71 0.00 4.71 129.00 4.59 0.00 4.59 130.00 4.48 0.00 4.48 131.00 4.37 0.00 4.37 132.00 4.26 0.00 4.26 133.00 4.15 0.00 4.15 134.00 4.05 0.00 4.05 135.00 3.95 0.00 3.95 136.00 3.85 0.00 3.85 137.00 3.76 0.00 3.76 138.00 3.67 0.00 3.67 139.00 3.58 0.00 3.58 140.00 3.49 0.00 3.49 141.00 3.40 0.00 3.40 142.00 3.32 0.00 3.32 143.00 3.24 0.00 3.24 144.00 3.16 0.00 3.16 145.00 3.08 0 .00 3.08 146.00 3.02 0.00 3.02 147.00 2.98 0.00 2.98 148.00 2.94 0.00 2.94 149.00 2.90 0 .00 2.90 150.00 2.86 0.00 2.86 151. 00 2.82 0.00 2.82 152.00 2.78 0.00 2.78 153.00 2.74 0.00 2.74 154.00 2.71 0.00 2.71 155.00 2.67 0.00 2.67 156.00 2.63 0.00 2.63 157 .00 2.60 0.00 2.60 158 .00 2.56 0.00 2.56 159.00 2.53 0.00 2.53 160.00 2.49 0.00 2.49 161.00 2.46 0.00 2.46 162.00 2.43 0.00 2.43 163.00 2.39 0.00 2.39 164.00 2.36 0.00 2.36 165.00 2.33 0.00 2.33 166.00 2.30 0.00 2.30 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 167.00 2.27 0.00 2.27 168.00 2.24 0.00 2.24 169.00 2.21 0.00 2.21 170.00 2.18 0.00 2.18 171. 00 2.15 0.00 2.15 172.00 2.12 0.00 2.12 173.00 2.09 0.00 2.09 174.00 2.06 0.00 2.06 175.00 2.03 0.00 2.03 176.00 2.00 0.00 2.00 177.00 1. 98 0.00 1. 98 178.00 1. 95 0.00 1. 95 179.00 1. 92 0.00 1. 92 180.00 1. 90 0.00 1. 90 181.00 1. 87 0.00 1. 87 182.00 1.85 0.00 1.85 183.00 1. 82 0.00 1. 82 184.00 1. 80 0.00 1. 80 185.00 1. 77 0.00 1. 77 186.00 1. 75 0.00 1. 75 187.00 1. 73 0.00 1. 73 188.00 1. 70 0.00 1. 70 189.00 1. 68 0.00 1. 68 190.00 1. 66 0.00 1. 66 191.00 1. 63 0.00 1. 63 192.00 1. 61 0.00 1. 61 193.00 1. 59 0.00 1. 59 194.00 1. 57 0.00 1. 57 195.00 1. 55 0.00 1. 55 196.00 1. 53 0.00 1. 53 197.00 1.50 0.00 1.50 198.00 1.48 0.00 1. 48 199.00 1.46 0.00 1.46 200.00 1.44 0.00 1. 44 201.00 1.42 0.00 1.42 202.00 1.41 0.00 1.41 203.00 1. 39 0.00 1. 39 204.00 1. 37 0.00 1. 37 205.00 1. 35 0.00 1. 35 206.00 1. 33 0.00 1. 33 207.00 1. 31 0.00 1. 31 208.00 1. 30 0.00 1. 30 209.00 1. 28 0.00 1. 28 210.00 1. 26 0.00 1. 26 211.00 1. 24 0.00 1. 24 212.00 1. 23 0.00 1. 23 ---·· - - HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 213.00 1. 21 0.00 1. 21 214.00 1.19 0.00 1.19 215.00 1.18 0.00 1.18 216.00 1.16 0.00 1.16 217.00 1.15 0.00 1.15 218.00 1.13 0.00 1.13 219.00 1.11 0.00 1.11 220.00 1.10 0.00 1.10 221.00 1.08 0.00 1.08 222.00 1.07 0.00 1.07 223.00 1.06 0.00 1.06 224.00 1. 04 0.00 1. 04 225.00 1. 03 0.00 1. 03 226.00 1. 01 0.00 1. 01 APPENDIXN ROUTED 100-YEAR RUNOFF INTO LAKE2 HYDROLOGIC REPORT FOR 0 ROUTED 100 YR RUNOFF LAKE #2 FOSSIL CREEK COMMUNITY PARK I HYDROLOGIC REPORT ROUTED 2 ............. . Hyd. No . 6 Hydrograph type= RESERVOIR ROUTE Storm frequency= 100 yr Inflow hyd. no. = 5 Peak discharge Time interval Reservoir no. = 10.38 cfs = 1 min = 2 I I I I I HYDROGRAPH DISCHARGE TIME INFLOW ( i) min cfs 1.00 5.55 2.00 11.16 3.00 16.83 4.00 22.57 5.00 28.36 6.00 34.22 7.00 40.14 8.00 46.11 9.00 52.15 10.00 58.29 11. 00 64.95 12.00 71.70 13.00 78.54 14.00 85.47 15.00 92.81 16.00 100.34 17.00 107.96 18.00 115.77 19.00 123.96 20.00 132.23 21.00 140.63 22.00 140.21 23.00 139.85 24.00 139.64 25.00 139.75 TABLE INFLOW cfs 11.16 16.83 22.57 28.36 34.22 40.14 46.11 52.15 58.29 64.95 71.70 78.54 85.47 92.81 100.34 107.96 115.77 123.96 132.23 140.63 140.21 139.85 139.64 139.75 139.71 ( j ) 2S/dt-O (i) 2S/dt+O ( j ) OUTFLOW cfs cfs cfs 5.54 5.55 0.00 22.23 22.25 0.01 50.18 50.22 0.02 89.51 89.58 0.03 140.33 140.44 0.05 202.76 202.92 0.08 276.90 277.12 0.11 362.88 363.16 0.14 460.79 461.14 0.18 570.78 571. 22 0.22 693.48 694.01 0.27 829.49 830.13 0.32 978.98 979.74 0.38 1142.11 1142.99 0.44 1319.37 1320.39 0.51 1511.35 1512.52 0.58 1718.33 1719.66 0.66 1940.56 1942.06 0.75 2178.48 2180.30 0.91 2432.49 2434.67 1. 09 2702.79 2705.35 1. 28 2980.68 2983.63 1.48 3257.39 3260.74 1. 67 3533.14 3536.88 1. 87 3808.40 3812.52 2.06 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 26.00 139.71 139.45 4083.28 4087.86 2.29 27.00 139.45 139.04 4357.36 4362.44 2.54 28.00 139.04 138.31 4630.27 4635.86 2.79 29.00 138.31 137.26 4901. 55 4907.63 3.04 30.00 137.26 135.97 5170.54 5177.11 3.29 31.00 135.97 134.49 5436.71 5443.77 3.53 32.00 134.49 132.72 5699.64 5707.18 3.77 33.00 132.72 130.66 5958.81 5966.84 4.02 34.00 130.66 128.34 6213.59 6222.18 4.30 35.00 128.34 125.78 6463.46 6472.60 4.57 36.00 125.78 122.97 6707.92 6717.58 4.83 37.00 122.97 119.95 6946.49 6956.67 5.09 38.00 119.95 116.71 7178.73 7189.41 5.34 39.00 116.71 113.28 7404.21 7415.39 5.59 40.00 113.28 109.66 7622.56 7634.21 5.82 41.00 109.66 105.86 7833.39 7845.49 6.05 42.00 105.86 101.89 8036.30 8048.90 6.30 43.00 101.89 97.76 8230.96 8244.04 6.54 44.00 97.76 93.48 8417.07 8430.61 6.77 45.00 93.48 89.06 8594.34 8608.32 6.99 I 46.00 89.06 84.51 8762.50 8776.88 7.19 47.00 84.51 79.82 8921.29 8936.06 7.39 48.00 79.82 75.02 9070.47 9085.62 7.57 49.00 75.02 70.11 9209.83 9225.32 7.74 I 50.00 70.11 65.08 9339.15 9354.96 7.90 51.00 65.08 58.89 9458.24 9474.34 8.05 52.00 58.89 57.37 9565.85 9582.21 8.18 53.00 57.37 55.79 9665.49 9682.10 8.31 54.00 55.79 54.21 9761.80 9778.65 8.42 55.00 54.21 52.55 9854.72 9871.81 8.54 56.00 52.55 50.80 9944.15 9961.48 8.66 I 57.00 50.80 48.99 10029.93 10047.50 8.78 58.00 48.99 47.10 10111.94 10129.73 8.89 59.00 47.10 45.15 10190.03 10208.03 9.00 60.00 45.15 43.26 10264.09 10282.29 9.10 61.00 43.26 41.32 10334.11 10352.50 9.20 62.00 41.32 39.39 10400.12 10418.69 9.29 63.00 39.39 37.54 10462.09 10480.83 9.37 64.00 37.54 35.78 10520.12 10539.02 9.45 65.00 35.78 34.10 10574.39 10593.44 9.52 66.00 34.10 32.64 10625.09 10644.28 9.59 67.00 32.64 31. 25 10672.52 10691.84 9.66 I HYDROGRAPH DISCHARGE TABLE Cont'd I TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 68.00 31.25 29.93 10716.99 10736.42 9.72 69.00 29.93 28.65 10758.62 10778.17 9.77 70.00 28.65 27.44 10797.55 10817.20 9.83 71.00 27.44 26.27 10833.89 10853.64 9.88 72.00 26.27 25.15 10867.75 10887.59 9.92 73.00 25.15 24.11 10899.25 10919.18 9.96 74.00 24.11 23.21 10928.50 10948.51 10.00 75.00 23.21 22.33 10955.74 10975.82 10.04 76.00 22.33 21. 50 10981.13 11001. 28 10.08 77.00 21. 50 20.69 11004.74 11024.96 10.11 78.00 20.69 19.91 11026.65 11046.93 10.14 79.00 19.91 19.16 11046.92 11067.25 10.17 80.00 19.16 18.44 11065.61 11085.99 10.19 81.00 18.44 17.75 11082.79 11103.22 10.21 I 82.00 17.75 17.08 11098.51 11118.98 10.24 83.00 17.08 16.44 11112.83 11133.35 10.26 84.00 16.44 15.82 11125.81 11146.36 10.27 I 85.00 15.82 15.32 11137.50 11158.08 10.29 86.00 15.32 14.83 11148.04 11168.64 10.30 87.00 14.83 14.36 11157.55 11178.18 10.32 I 88.00 14.36 13.90 11166.08 11186.74 10.33 89.00 13.90 13.46 11173.66 11194.34 10.34 90.00 13.46 13.03 11180.33 11201.02 10.35 91.00 13.03 12.62 11186.11 11206.82 10.36 92.00 12.62 12.21 11191.03 11211.75 10.36 93.00 12.21 11.83 11195.13 11215.86 10.37 94.00 11.83 11.45 11198.42 11219.17 10.37 I 95.00 11.45 11. 09 11200.95 11221.70 10.38 96.00 11.09 10.73 11202.73 11223.48 10.38 97.00 10.73 10.39 11203.79 11224.54 10.38 98.00 10.39 10.06 11204.15 11224.91 1 o , 3 e E,/t I'- 99.00 10.06 9.74 11203.84 11224.60 10.38 100.00 9.74 9.43 11202.89 11223.65 10.38 101. 00 9.43 9.13 11201.31 11222.06 10.38 102.00 9.13 8.84 11199.13 11219.87 10.37 103.00 8.84 8.57 11196.36 11217.10 10.37 104.00 8.57 8.36 11193.04 11213.77 10.36 I 105.00 8.36 8.15 11189.24 11209.96 10.36 106.00 8.15 7.95 11185.04 11205.75 10.35 107.00 7.95 7.75 11180.45 11201.14 10.35 108.00 7.75 7.56 11175.47 11196.15 10.34 109.00 7.56 7.38 11170.12 11190.79 10.33 HYDROGRAPH DISCHARGE TABLE Cont'd I TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 110.00 7.38 7.19 11164.41 11185.06 10.33 111.00 7.19 7.02 11158.34 11178.98 10.32 112.00 7.02 6.84 11151.93 11172.55 10.31 113.00 6.84 6.68 11145.20 11165.79 10.30 114.00 6.68 6.51 11138.13 11158.71 10.29 115.00 6.51 6.35 11130.76 11151.32 10.28 116.00 6.35 6.19 11123.08 11143.62 10.27 117.00 6.19 6.04 11115.11 11135.62 10.26 118.00 6.04 5.89 11106.85 11127.34 10.25 119.00 5.89 5.75 11098.31 11118.78 10.24 I 120.00 5.75 5.60 11089.50 11109.94 10.22 121.00 5.60 5.47 11080.43 11100.85 10.21 122.00 5.47 5.33 11071.10 11091.50 10.20 123.00 5.33 5.20 11061.53 11081. 90 10.19 I 124.00 5.20 5.07 11051.71 11072.06 10.17 125.00 5.07 4.95 11041.67 11061.99 10.16 126.00 4.95 4.83 11031.40 11051.69 10.14 I 127.00 4.83 4.71 11020.91 11041.17 10.13 128.00 4.71 4.59 11010.21 11030.44 10.12 129.00 4.59 4.48 10999.30 11019.51 10.10 130.00 4.48 4.37 10988.20 11008.37 10.09 131.00 4.37 4.26 10976.90 10997.04 10.07 132.00 4.26 4.15 10965.42 10985.53 10.05 133.00 4.15 4.05 10953.75 10973.83 10.04 I 134.00 4.05 3.95 10941.91 10961.96 10.02 135.00 3.95 3.85 10929.90 10949.91 10.01 136.00 3.85 3.76 10917.73 10937.71 9.99 I 137.00 3.76 3.67 10905.39 10925.34 9.97 138.00 3.67 3.58 10892.91 10912.82 9.96 139.00 3.58 3.49 10880.27 10900.15 9.94 140.00 3.49 3.40 10867.49 10887.34 9.92 141.00 3.40 3.32 10854.58 10874.38 9.90 142.00 3.32 3.24 10841.52 10861.29 9.89 143.00 3.24 3.16 10828.34 10848.08 9.87 I 144.00 3.16 3.08 10815.03 10834.73 9.85 145.00 3.08 3.02 10801.60 10821.27 9.83 146.00 3.02 2.98 10788.07 10807.70 9.81 147.00 2.98 2.94 10774.48 10794.07 9.79 148.00 2.94 2.90 10760.85 10780.40 9.78 149.00 2.90 2.86 10747.17 10766.68 9.76 150.00 2.86 2.82 10733.45 10752.92 9.74 151.00 2.82 2.78 10719.68 10739.13 9.72 HYDROGRAPH DISCHARGE TABLE Cont'd I TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs I 152.00 2.78 2.74 10705.88 10725.29 9.70 153.00 2.74 2.71 10692.04 10711.41 9.68 154.00 2.71 2.67 10678.17 10697.50 9.66 155.00 2.67 2.63 10664.26 10683.55 9.64 156.00 2.63 2.60 10650.31 10669.56 9.63 157.00 2.60 2.56 10636.33 10655.54 9.61 158.00 2.56 2.53 10622.31 10641.49 9.59 159.00 2.53 2.49 10608.27 10627.40 9.57 160.00 2.49 2.46 10594.19 10613.29 9.55 161. 00 2.46 2.43 10580.08 10599.14 9.53 I 162.00 2.43 2.39 10565.95 10584.97 9.51 163.00 2.39 2.36 10551.79 10570.77 9.49 164.00 2.36 2.33 10537.60 10556.54 9.47 165.00 2.33 2.30 10523.38 10542.29 9.45 I 166.00 2.30 2.27 10509.14 10528.01 9.43 167.00 2.27 2.24 10494.88 10513.71 9.41 168.00 2.24 2.21 10480.59 10499.38 9.39 I 169.00 2.21 2.18 10466.28 10485.03 9.38 170.00 2.18 2.15 10451.95 10470.67 9.36 1 71. 00 2.15 2.12 10437.60 10456.28 9.34 172.00 2.12 2.09 10423.23 10441.87 9.32 I 173.00 2.09 2.06 10408.84 10427.44 9.30 174.00 2.06 2.03 10394.44 10412.99 9.28 175.00 2.03 2.00 10380.01 10398.53 9.26 I 176.00 2.00 1. 98 10365.58 10384.05 9.24 177.00 1. 98 1. 95 10351.12 10369.56 9.22 178 .00 1. 95 1. 92 10336.65 10355.05 9.20 I 179.00 1. 92 1. 90 10322.17 10340.53 9.18 180 .00 1. 90 1. 87 10307.67 10325.99 9.16 181.00 1. 87 1.85 10293.16 10311.44 9.14 182.00 1.85 1. 82 10278.64 10296.88 9.12 183.00 1. 82 1. 80 10264.11 10282.31 9.10 184.00 1. 80 1. 77 10249.57 10267.73 9.08 185.00 1. 77 1. 75 10235.02 10253.14 9.06 I 186.00 1. 75 1. 73 10220.46 10238.54 9.04 187.00 1. 73 1. 70 10205.89 10223.93 9.02 188.00 1. 70 1. 68 10191.31 10209.32 9.00 I 189.00 1. 68 1. 66 10176.73 10194.69 8.98 190.00 1. 66 1. 63 10162.14 10180.07 8.96 191.00 1. 63 1. 61 10147.55 10165.43 8.94 192.00 1. 61 1. 59 10132.95 10150.79 8.92 193.00 1. 59 1. 57 10118.35 10136.15 8.90 I I I I I I I I I I I I HYDROGRAPH DISCHARGE TIME INFLOW ( i) min cfs 194.00 1. 57 195.00 1. 55 196.00 1. 53 197.00 1.50 198.00 1.48 199.00 1.46 200.00 1.44 201.00 1.42 202.00 1.41 203.00 1. 39 204.00 1. 37 205.00 1. 35 206.00 1. 33 207.00 1. 31 208.00 1. 30 209.00 1.28 210.00 1. 26 211.00 1. 24 212.00 1. 23 213.00 1.21 214.00 1.19 215.00 1.18 216.00 1.16 217.00 1.15 218.00 1.13 219.00 1.11 220.00 1.10 221.00 1.08 222 .00 1.07 223.00 1.06 224.00 1. 04 225.00 1. 03 226.00 1.01 227.00 1.00 228.00 0.99 229.00 0.97 230.00 0.96 231.00 0.95 232.00 0.93 233.00 0.92 234.00 0.91 235.00 0.90 TABLE Cont'd INFLOW ( j ) cfs 1. 55 1. 53 1.50 1.48 1.46 1.44 1.42 1.41 1. 39 1. 37 1. 35 1. 33 1. 31 1. 30 1. 28 1. 26 1. 24 1. 23 1. 21 1.19 1.18 1.16 1.15 1.13 1.11 1.10 1.08 1.07 1.06 1. 04 1. 03 1. 01 1.00 0.99 0.97 0.96 0.95 0.93 0.92 0.91 0.90 0.88 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW cfs cfs cfs 10103.74 10121.50 8.88 10089.13 10106.86 8.86 10074.52 10092.20 8.84 10059.91 10077.55 8.82 10045.29 10062.90 8.80 10030.68 10048.24 8.78 10016.06 10033.58 8.76 10001. 44 10018.93 8.74 9986.83 10004.27 8.72 9972.22 9989.62 8.70 9957.60 9974.97 8.68 9942.99 9960.32 8.66 9928.39 9945.67 8.64 9913.79 9931.03 8.62 9899.19 9916.39 8.60 9884.59 9901.76 8.58 9870.00 9887.13 8.56 9855.42 9872.50 8.54 9840.84 9857.89 8.52 9826.27 9843.27 8.50 9811.70 9828.67 8.49 9797.13 9814.07 8.47 9782.57 9799.47 8.45 9768.01 9784.88 8.43 9753.46 9770.29 8.41 9738.91 9755.71 8.40 9724.37 9741.13 8.38 9709.83 9726.56 8.36 9695.30 9711.99 8.34 9680.78 9697.43 8.32 9666.26 9682.88 8.31 9651.75 9668.33 8.29 9637.25 9653.79 8.27 9622 .76 9639.26 8.25 9608.27 9624.74 8.24 9593.80 9610.23 8.22 9579.33 9595.73 8.20 9564.87 9581.23 8.18 9550.42 9566.75 8.16 9535.98 9552.27 8.15 9521.55 9537.81 8.13 9507.14 9523.36 8.11 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 236.00 0.88 0.87 9492.73 9508.92 8.09 237.00 0.87 0.86 9478.33 9494.48 8.08 238.00 0.86 0.85 9463.95 9480.07 8.06 239.00 0.85 0.84 9449.58 9465.66 8.04 240.00 0.84 0.83 9435.22 9451. 26 8.02 241.00 0.83 0.81 9420.87 9436.88 8.00 242.00 0.81 0.80 9406.54 9422.51 7.99 243.00 0.80 0.79 9392.22 9408.16 7.97 244.00 0.79 0.78 9377.91 9393.81 7.95 245.00 0.78 0.77 9363.61 9379.48 7.93 246.00 0.77 0.76 9349.33 9365.17 7.92 247.00 0.76 0.75 9335.07 9350.86 7.90 248.00 0.75 0.74 9320.81 9336.58 7.88 249.00 0.74 0.73 9306.58 9322.30 7.86 250.00 0.73 0.72 9292.35 9308.05 7.85 251. 00 0.72 0.71 9278.15 9293.80 7.83 252.00 0.71 0.70 9263.96 9279.58 7.81 253.00 0.70 0.69 9249.78 9265.37 7.79 254.00 0.69 0.68 9235.62 9251.1 7 7.78 255.00 0.68 0.67 9221. 47 9236.99 7.76 256.00 0.67 0.66 9207.34 9222.83 7.74 257.00 0.66 0.65 9193.23 9208.68 7.72 258.00 0.65 0.65 9179.13 9194.55 7.71 259.00 0.65 0.64 9165.06 9180.43 7.69 I 260.00 0.64 0.63 9150.99 9166.34 7.67 261.00 0.63 0.62 9136.95 9152.26 7.65 262.00 0.62 0.61 9122.92 9138.20 7.64 263.00 0.61 0.60 9108.91 9124.15 7.62 264.00 0.60 0.59 9094.92 9110.12 7.60 265.00 0.59 0.59 9080.94 9096.12 7.59 266.00 0.59 0.58 9066.99 9082.13 7.57 267.00 0.58 0.57 9053.05 9068.15 7.55 268.00 0.57 0.56 9039.13 9054.20 7.53 269.00 0.56 0.56 9025.23 9040.26 7.52 270.00 0.56 0.55 9011. 34 9026.35 7.50 271.00 0.55 0.54 8997.48 9012.45 7.48 272.00 0.54 0.53 8983.64 8998.57 7.47 273.00 0.53 0.53 8969.81 8984.71 7.45 274.00 0.53 0.52 8956.01 8970.87 7.43 275.00 0.52 0.51 8942.22 8957.05 7.42 276.00 0.51 0.50 8928.45 8943.25 7.40 277.00 0.50 0.50 8914.71 8929.47 7.38 I HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 278.00 0.50 0.49 8900.98 8915.71 7.36 279.00 0.49 0.48 8887.28 8901.97 7.35 280.00 0.48 0.48 8873.59 8888.25 7.33 281. 00 0.48 0.47 8859.93 8874.55 7.31 282.00 0.47 0.47 8846.28 8860.88 7.30 283.00 0.47 0.46 8832.66 8847.22 7.28 284.00 0.46 0.45 8819.05 8833.58 7.26 285.00 0.45 0.45 8805.47 8819.96 7.25 286.00 0.45 0.44 8791.91 8806.37 7.23 287.00 0.44 0.43 8778.37 8792.80 7.21 288.00 0.43 0.43 8764.85 8779.25 7.20 289.00 0.43 0.42 8751.35 8765.71 7.18 290.00 0.42 0.42 8737.88 8752.21 7.16 291.00 0.42 0.41 8724.42 8738.72 7.15 292.00 0.41 0.41 8710.99 8725.25 7.13 293.00 0.41 0.40 8697.58 8711.81 7.11 294.00 0.40 0.39 8684.19 8698.39 7.10 295.00 0.39 0.39 8670.82 8684.99 7.08 296.00 0.39 0.38 8657.48 8671.61 7.06 297.00 0.38 0.38 8644.16 8658.25 7.05 298.00 0 .38 0.37 8630.86 8644.92 7.03 299.00 0.37 0.37 8617.58 8631.61 7.02 300.00 0.37 0.36 8604.32 8618.32 7.00 301.00 0.36 0.36 8591.09 8605.05 6.98 302.00 0.36 0.35 8577.88 8591.81 6.97 303.00 0.35 0.35 8564.69 8578.59 6.95 304.00 0.35 0.34 8551.52 8565.39 6.93 305.00 0.34 0.34 8538.38 8552.22 6.92 306.00 0.34 0.34 8525.26 8539.07 6.90 307.00 0.34 0.33 8512.17 8525.94 6.89 308.00 0.33 0.33 8499.09 8512.83 6.87 309.00 0.33 0.32 8486.04 8499.75 6.85 310.00 0.32 0.32 8473.01 8486 .69 6.84 311. 00 0.32 0.31 8460.01 8473.65 6.82 312.00 0.31 0.31 8447.03 8460.64 6.81 313.00 0.31 0.30 8434.07 8447.65 6.79 314.00 0.30 0.30 8421.14 8434.68 6.77 315.00 0.30 0.30 8408.23 8421.74 6.76 316.00 0.30 0.29 8395.34 8408.82 6.74 317.00 0.29 0.29 8382.48 8395.93 6.73 318.00 0.29 0.28 8369.64 8383.06 6.71 319.00 0.28 0.28 8356.82 8370.21 6.69 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 320.00 0.28 0.28 8344.03 8357.39 6.68 321.00 0.28 0.27 8331.26 8344.59 6.66 322.00 0.27 0.27 8318.51 8331.81 6.65 323.00 0.27 0.27 8305.79 8319.06 6.63 324.00 0.27 0.26 8293.10 8306.33 6.62 325.00 0.26 0.26 8280.42 8293.62 6.60 326.00 0.26 0.26 8267.77 8280.94 6.58 327.00 0.26 0.25 8255.15 8268.29 6.57 328.00 0.25 0.25 8242.55 8255.65 6.55 329.00 0.25 0.24 8229.97 8243.05 6.54 330.00 0.24 0.24 8217.42 8230.46 6.52 331.00 0.24 0.24 8204.89 8217.90 6.51 332.00 0.24 0.23 8192.38 8205.37 6.49 333.00 0.23 0.23 8179.90 8192.86 6.48 334.00 0.23 0.23 8167.45 8180.37 6.46 335.00 0.23 0.23 8155.02 8167.91 6.45 336.00 0.23 0.22 8142.61 8155.47 6.43 337.00 0.22 0.22 8130.23 8143.06 6.42 338.00 0.22 0.22 8117.87 8130.67 6.40 339.00 0.22 0.21 8105.53 8118.30 6.39 340.00 0.21 0.21 8093.22 8105.96 6.37 341.00 0.21 0.21 8080.94 8093.65 6.35 342.00 0.21 0.20 8068.68 8081.35 6.34 343.00 0.20 0.20 8056.44 8069.09 6.32 344.00 0.20 0.20 8044.23 8056.85 6.31 345.00 0.20 0.20 8032.04 8044.63 6.29 346.00 0.20 0.19 8019.88 8032.44 6.28 347.00 0.19 0.19 8007.74 8020.27 6.26 348.00 0.19 0.19 7995.62 8008.12 6.25 349.00 0.19 0.19 7983.53 7996.00 6.24 350.00 0.19 0.18 7971.47 7983.91 6.22 351.00 0.18 0.18 7959.43 7971.84 6.21 352.00 0.18 0.18 7947.41 7959.79 6.19 353.00 0.18 0.18 7935.42 7947.77 6.18 354.00 0.18 0.17 7923.45 7935.78 6.16 355.00 0.17 0.17 7911.51 7923.80 6.15 356.00 0.17 0.17 7899.59 7911.86 6.13 357.00 0.17 0.17 7887.70 7899.93 6.12 358.00 0.17 0.16 7875.83 7888.04 6.10 359.00 0.16 0.16 7863.99 7876.16 6.09 360.00 0.16 0.16 7852.17 7864.32 6.07 361.00 0.16 0.16 7840.37 7852.49 6.06 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 362.00 0.16 0.16 7828.59 7840.69 6.05 363.00 0.16 0.15 7816.83 7828.90 6.04 364.00 0.15 0.15 7805.09 7817.14 6.02 365.00 0.15 0.15 7793.38 7805.40 6.01 366.00 0.15 0.15 7781.69 7793.68 6.00 367.00 0.15 0.15 7770.01 7781.98 5.98 368.00 0.15 0.14 7758.36 7770.31 5.97 369.00 0.14 0.14 7746.73 7758.65 5.96 370.00 0.14 0.14 7735.12 7747.02 5.95 371.00 0.14 0.14 7723.54 7735.41 5.93 372.00 0.14 0.14 7711.97 7723.81 5.92 373.00 0.14 0.13 7700.43 7712.24 5.91 374.00 0.13 0.13 7688.90 7700.70 5.90 375.00 0.13 0.13 7677.40 7689.17 5.88 376.00 0.13 0.13 7665.92 7677.66 5.87 377.00 0.13 0.13 7654.46 7666.18 5.86 378.00 0.13 0.13 7643.02 7654.71 5.85 379.00 0.13 0.12 7631.60 7643.27 5.83 380.00 0.12 0.12 7620.21 7631.85 5.82 381.00 0.12 0.12 7608.83 7620.45 5.81 382.00 0.12 0.12 7597.48 7609.07 5.80 383.00 0.12 0.12 7586.15 7597.72 5.79 384.00 0.12 0.12 7574.84 7586.38 5.77 385.00 0.12 0.11 7563.55 7575.07 5.76 386.00 0.11 0.11 7552.28 7563.78 5.75 387.00 0.11 0.11 7541.03 7552.51 5.74 388.00 0.11 0.11 7529.81 7541. 26 5.72 389.00 0.11 0.11 7518.60 7530.03 5.71 390.00 0.11 0.11 7507.42 7518.82 5.70 391.00 0.11 0.10 7496.26 7507.63 5.69 392.00 0.10 0.10 7485.12 7496.47 5.68 393.00 0.10 0.10 7474.00 7485.33 5.66 394.00 0.10 0.10 7462.90 7474.21 5.65 395.00 0.10 0.10 7451.83 7463.10 5.64 396.00 0.10 0.10 7440.77 7452.03 5.63 397.00 0.10 0.10 7429.74 7440.97 5.62 398.00 0.10 0.10 7418.72 7429.93 5.60 399.00 0.10 0.09 7407.73 7418.92 5.59 400.00 0.09 0.09 7396.76 7407.92 5.58 401.00 0.09 0.09 7385.81 7396.95 5.57 402.00 0.09 0.09 7374.88 7386.00 5.56 403.00 0.09 0.09 7363.98 7375.07 5.54 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O (i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 404.00 0.09 0.09 7353.09 7364.16 5.53 405.00 0.09 0.09 7342.23 7353.27 5.52 406.00 0.09 0.09 7331.38 7342.40 5.51 407.00 0.09 0.08 7320.56 7331.56 5.50 408.00 0.08 0.08 7309.76 7320.73 5.49 409.00 0.08 0.08 7298.98 7309.93 5.47 410.00 0.08 0.08 7288.22 7299.15 5.46 411. 00 0.08 0.08 7277.48 7288.39 5.45 412.00 0.08 0.08 7266.77 7277.65 5.44 413.00 0.08 0.08 7256.07 7266.93 5.43 414.00 0.08 0.08 7245.40 7256.23 5.42 415.00 0.08 0.08 7234.74 7245.55 5.40 416.00 0.08 0.07 7224.11 7234.90 5.39 417.00 0.07 0.07 7213.50 7224.26 5.38 418.00 0.07 0.07 7202.91 7213.65 5.37 419.00 0.07 0.07 7192.34 7203.05 5.36 420.00 0.07 0.07 7181.79 7192.48 5.35 421.00 0.07 0.07 7171. 26 7181.93 5.34 422.00 0.07 0.07 7160.75 7171.40 5.32 423.00 0.07 0.07 7150.27 7160.89 5.31 424.00 0.07 0.07 7139.80 7150.40 5.30 425.00 0.07 0.07 7129.36 7139.94 5.29 426.00 0.07 0.07 7118.93 7129.49 5.28 427.00 0.07 0.06 7108.53 7119.06 5.27 428.00 0.06 0.06 7098.15 7108.66 5.26 429.00 0.06 0.06 7087.78 7098.27 5.24 430.00 0.06 0.06 7077.44 7087.91 5.23 431.00 0.06 0.06 7067.12 7077.57 5.22 432.00 0.06 0.06 7056.82 7067.25 5.21 433.00 0.06 0.06 7046.54 7056.94 5.20 434.00 0.06 0.06 7036.29 7046.66 5.19 435.00 0.06 0.06 7026.05 7036.40 5.18 436.00 0.06 0.06 7015.83 7026.16 5.17 437.00 0.06 0.06 7005.63 7015.95 5.16 438.00 0.06 0.06 6995.46 7005.75 5.14 439.00 0.06 0.05 6985.30 6995.57 5.13 440.00 0.05 0.05 6975.17 6985.41 5.12 441.00 0.05 0.05 6965.05 6975.28 5.11 442.00 0.05 0.05 6954.96 6965.16 5.10 443.00 0.05 0.05 6944.88 6955.06 5.09 444.00 0.05 0.05 6934.83 6944.99 5.08 445.00 0.05 0.05 6924.80 6934.93 5.07 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 28/dt-O ( i) 28/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 446.00 0.05 0.05 6914.79 6924.90 5.06 447.00 0.05 0.05 6904.79 6914.88 5.05 448.00 0.05 0.05 6894.82 6904.89 5.04 449.00 0.05 0.05 6884.87 6894.92 5.02 450.00 0.05 0.05 6874.94 6884.96 5.01 451.00 0.05 0.05 6865.03 6875.03 5.00 452.00 0.05 0.05 6855.13 6865.12 4.99 453.00 0.05 0.05 6845.26 6855.23 4.98 454.00 0.05 0.04 6835.41 6845.35 4.97 455.00 0.04 0.04 6825.58 6835.50 4.96 456.00 0.04 0.04 6815.77 6825.67 4.95 457.00 0.04 0.04 6805.98 6815.86 4.94 458.00 0.04 0.04 6796.21 6806.07 4.93 459.00 0.04 0.04 6786.46 6796.29 4.92 460.00 0.04 0.04 6776.73 6786.54 4.91 461. 00 0.04 0.04 6767.02 6776.81 4.90 462.00 0.04 0.04 6757.33 6767.10 4.89 463.00 0.04 0.04 6747.66 6757.41 4.88 464.00 0.04 0.04 6738.00 6747.73 4.87 465.00 0.04 0.04 6728.37 6738.08 4.85 466.00 0.04 0.04 6718.76 6728.45 4.84 467.00 0.04 0.04 6709.17 6718.84 4.83 468.00 0.04 0.04 6699.60 6709.25 4.82 469.00 0.04 0.04 6690.05 6699.67 4.81 470.00 0.04 0.04 6680.51 6690.12 4.80 471.00 0.04 0.04 6671.00 6680.58 4.79 472.00 0.04 0.03 6661.51 6671.07 4.78 473.00 0.03 0.03 6652.03 6661.58 4.77 474.00 0.03 0.03 6642.58 6652.10 4.76 475.00 0.03 0.03 6633.14 6642.65 4.75 476.00 0.03 0.03 6623.73 6633.21 4.74 477.00 0.03 0.03 6614.33 6623.80 4.73 478.00 0.03 0.03 6604.96 6614.40 4.72 479.00 0.03 0.03 6595.60 6605.02 4.71 480.00 0.03 0.03 6586.26 6595.66 4.70 481.00 0.03 0.03 6576.94 6586.33 4.69 482.00 0.03 0.03 6567.65 6577.01 4.68 483.00 0.03 0.03 6558.37 6567.71 4.67 484.00 0.03 0.03 6549.11 6558.43 4.66 485.00 0.03 0.03 6539.87 6549.17 4.65 486.00 0.03 0.03 6530.64 6539.92 4.64 487.00 0.03 0.03 6521. 44 6530.70 4.63 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 488.00 0.03 0.03 6512.26 6521. 50 4.62 489.00 0.03 0.03 6503.09 6512.31 4.61 490.00 0.03 0.03 6493.95 6503.15 4.60 491.00 0.03 0.03 6484.82 6494.00 4.59 492.00 0.03 0.03 6475.72 6484.88 4.58 493.00 0.03 0.03 6466.63 6475.77 4.57 494.00 0.03 0.03 6457.56 6466.68 4.56 495.00 0.03 0.03 6448.51 6457.61 4.55 496.00 0.03 0.03 6439.48 6448.56 4.54 497.00 0.03 0.02 6430.47 6439.53 4.53 498.00 0.02 0.02 6421.47 6430.52 4.52 499.00 0.02 0.02 6412.50 6421.52 4.51 500.00 0.02 0.02 6403.54 6412.55 4.50 501.00 0.02 0.02 6394.60 6403.59 4.49 502.00 0.02 0.02 6385.69 6394.65 4.48 503.00 0.02 0.02 6376.79 6385.73 4.47 504.00 0.02 0.02 6367.90 6376.83 4.46 505.00 0.02 0.02 6359.04 6367.95 4.45 506.00 0.02 0.02 6350.20 6359.09 4.44 507.00 0.02 0.02 6341.37 6350.24 4.43 508.00 0.02 0.02 6332.56 6341.42 4.43 509.00 0.02 0.02 6323.78 6332.61 4.42 510.00 0.02 0.02 6315.01 6323.82 4.41 511. 00 0.02 0.02 6306.25 6315.05 4.40 512.00 0.02 0.02 6297.52 6306.30 4.39 513.00 0.02 0.02 6288.81 6297.56 4.38 514.00 0.02 0.02 6280.11 6288.85 4.37 515.00 0.02 0.02 6271.43 6280.15 4.36 516.00 0.02 0.02 6262.77 6271.47 4.35 517.00 0.02 0.02 6254.13 6262.81 4.34 518.00 0.02 0.02 6245.51 6254.17 4.33 519.00 0.02 0.02 6236.90 6245.54 4.32 520.00 0.02 0.02 6228.31 6236.94 4.31 521.00 0.02 0.02 6219.75 6228.35 4.30 522.00 0.02 0.02 6211.19 6219.78 4.29 523.00 0.02 0.02 6202.66 6211.23 4.28 524.00 0.02 0.02 6194.15 6202.70 4.27 525.00 0.02 0.02 6185.65 6194.18 4.27 526.00 0.02 0.02 6177.17 6185.68 4.26 527.00 0.02 0.02 6168.71 6177.20 4.25 528.00 0.02 0.02 6160.26 6168.74 4.24 529.00 0.02 0.02 6151.84 6160.30 4.23 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW (i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 530.00 0.02 0.02 6143.43 6151.87 4.22 531. 00 0.02 0.02 6135.04 6143.46 4.21 532.00 0.02 0.02 6126.67 6135.07 4.20 533.00 0.02 0.02 6118.31 6126.70 4.19 534.00 0.02 0.01 6109.98 6118.35 4.18 535.00 0.01 0.01 6101. 66 6110.01 4.17 536.00 0.01 0.01 6093.36 6101.69 4.17 537.00 0.01 0.01 6085.07 6093.39 4.16 538.00 0.01 0.01 6076.81 6085.10 4.15 539.00 0.01 0.01 6068.56 6076.84 4.14 540.00 0.01 0.01 6060.33 6068.59 4.13 541.00 0.01 0.01 6052.11 6060.35 4.12 542.00 0.01 0.01 6043.92 6052.14 4.11 543.00 0.01 0.01 6035.74 6043.94 4.10 544.00 0.01 0.01 6027.57 6035.76 4.09 545.00 0.01 0.01 6019.43 6027.60 4.09 546.00 0.01 0.01 6011.30 6019.46 4.08 547.00 0.01 0.01 6003.19 6011.33 4.07 548.00 0.01 0.01 5995.10 6003.22 4.06 549.00 0.01 0.01 5987.02 5995.12 4.05 550.00 0.01 0.01 5978.96 5987.05 4.04 551.00 0.01 0.01 5970.92 5978.99 4.03 552.00 0.01 0.01 5962.90 5970.95 4.02 553.00 0.01 0.01 5954.89 5962.92 4.02 554.00 0.01 0.01 5946.90 5954.92 4.01 555.00 0.01 0.01 5938.93 5946.92 4.00 556.00 0.01 0.01 5930.97 5938.95 3.99 557.00 0.01 0.01 5923.03 5930.99 3.98 558.00 0.01 0.01 5915.11 5923.06 3.97 559.00 0.01 0.01 5907.21 5915.13 3.96 560.00 0.01 0.01 5899.32 5907.23 3.96 561. 00 0.01 0.01 5891.44 5899.34 3.95 562.00 0.01 O.Ol 5883.58 5891.46 3.94 563.00 0.01 0.01 5875.74 5883.61 3.93 564.00 0.01 0.01 5867.91 5875.76 3.93 565.00 0.01 0.01 5860.09 5867.93 3.92 566.00 0.01 0.01 5852.29 5860.11 3.91 567.00 0.01 0.01 5844.50 5852.31 3.90 568.00 0.01 0.01 5836.73 5844.52 3.90 569.00 0.01 0.01 5828.97 5836.75 3.89 570.00 0.01 0.01 5821.22 5828.99 3.88 571. 00 0.01 0.01 5813.49 5821. 24 3.88 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 572.00 0.01 0.01 5805.77 5813.51 3.87 573.00 0.01 0.01 5798.07 5805.79 3.86 574.00 0.01 0.01 5790.37 5798.08 3.85 575.00 0.01 0.01 5782.70 5790.39 3.85 576.00 0.01 0.01 5775.03 5782.71 3.84 577.00 0.01 0.01 5767.38 5775.05 3.83 578.00 0.01 0.01 5759.75 5767.40 3.83 579.00 0.01 0.01 5752.13 5759.77 3.82 580.00 0.01 0.01 5744.52 5752.14 3.81 581. 00 0.01 0.01 5736.92 5744.53 3.81 582.00 0.01 0.01 5729.34 5736.94 3.80 583.00 0.01 0.01 5721.77 5729.36 3.79 584.00 0.01 0.01 5714.22 5721.79 3.78 585.00 0.01 0.01 5706.68 5714.24 3.78 586.00 0.01 0.01 5699.15 5706.70 3.77 587.00 0.01 0.01 5691.64 5699.17 3.76 588.00 0.01 0.01 5684.14 5691.66 3.76 589.00 0.01 0 .01 5676.66 5684.16 3.75 590.00 0.01 0.01 5669.18 5676.67 3.74 591.00 0.01 0.01 5661.72 5669.20 3.74 592.00 0.01 0.01 5654.28 5661.74 3.73 593.00 0.01 0.01 5646.85 5654.29 3.72 594.00 0.01 0.01 5639.43 5646.86 3.72 595.00 0.01 0.01 5632.02 5639.44 3.71 596.00 0.01 0.01 5624.63 5632.03 3.70 597.00 0.01 0.01 5617.25 5624.64 3.70 598.00 0.01 0.01 5609.89 5617.26 3.69 599.00 0.01 0.01 5602.53 5609.90 3.68 600.00 0.01 0.01 5595.20 5602.55 3.68 601.00 0.01 0.01 5587.87 5595.21 3.67 602.00 0.01 0.01 5580.56 5587.88 3.66 603.00 0.01 0.01 5573.26 5580.57 3.66 604.00 0.01 0.01 5565.97 5573.27 3.65 605.00 0.01 0.01 5558.70 5565.98 3.64 606.00 0.01 0.01 5551.44 5558.71 3.64 607.00 0.01 0.01 5544.19 5551.45 3.63 608.00 0.01 0.01 5536.96 5544.21 3.62 609.00 0.01 0.01 5529.74 5536.97 3.62 610.00 0.01 0.01 5522.53 5529.75 3.61 611.00 0.01 0.01 5515.34 5522.54 3.60 612.00 0.01 0.01 5508.16 5515.35 3.60 613.00 0.01 0.01 5500.99 5508.17 3.59 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 614.00 0.01 0.00 5493.84 5501.00 3.58 615.00 0.00 0.00 5486.69 5493.85 3.58 616.00 0.00 0.00 5479.56 5486.70 3.57 617.00 0.00 0.00 5472.45 5479.57 3.56 618.00 0.00 0.00 5465.34 5472.46 3.56 619.00 0.00 0.00 5458.25 5465.35 3.55 620.00 0.00 0.00 5451.18 5458.26 3.54 621. 00 0.00 0.00 5444.11 5451.19 3.54 622.00 0.00 0.00 5437.06 5444.12 3.53 623.00 0.00 0.00 5430.02 5437.07 3.52 624.00 0.00 0.00 5422.99 5430.03 3.52 625.00 0.00 0.00 5415.98 5423.00 3.51 626.00 0.00 0.00 5408.98 5415.99 3.50 627.00 0.00 0.00 5401.99 5408.99 3.50 628.00 0.00 0.00 5395.01 5402.00 3.49 629.00 0.00 0.00 5388.05 5395.02 3.49 630.00 0.00 0.00 5381.10 5388.06 3.48 631.00 0.00 0.00 5374.16 5381.11 3.47 632.00 0.00 0.00 5367.24 5374.17 3.47 633.00 0.00 0.00 5360.32 5367.25 3.46 634.00 0.00 0.00 5353.42 5360.33 3.45 635.00 0.00 0.00 5346.54 5353.43 3.45 636.00 0.00 0.00 5339.66 5346.54 3.44 637.00 0.00 0.00 5332.80 5339.67 3.44 638.00 0.00 0.00 5325.95 5332.81 3.43 639.00 0.00 0.00 5319.11 5325.96 3.42 640.00 0.00 0.00 5312.29 5319.12 3.42 641.00 0.00 0.00 5305.47 5312.29 3.41 642.00 0.00 0.00 5298.67 5305.48 3.40 643.00 0.00 0.00 5291.88 5298.68 3.40 644.00 0.00 0.00 5285.11 5291.89 3.39 645.00 0.00 0.00 5278.34 5285.11 3.39 646.00 0.00 0.00 5271.59 5278.35 3.38 647.00 0.00 0.00 5264.85 5271.60 3.37 648.00 0.00 0.00 5258.12 5264.86 3.37 649.00 0.00 0.00 5251. 41 5258.13 3.36 650.00 0.00 0.00 5244.71 5251.42 3.35 651.00 0.00 0.00 5238.02 5244.71 3.35 652.00 0.00 0.00 5231.34 5238.02 3.34 653.00 0.00 0.00 5224.67 5231.34 3.34 654.00 0.00 0.00 5218.02 5224.68 3.33 655.00 0.00 0.00 5211.38 5218.02 3.32 I HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 656.00 0.00 0.00 5204.75 5211.38 3.32 657.00 0.00 0.00 5198.13 5204.75 3.31 658 .00 0.00 0.00 5191.52 5198.13 3.31 659.00 0.00 0.00 5184.93 5191.53 3.30 660.00 0.00 0.00 5178.35 5184.93 3.29 661.00 0.00 0.00 5171.78 5178.35 3.29 662.00 0.00 0.00 5165.22 51 71. 78 3.28 663.00 0 .00 0.00 5158.67 5165.23 3.28 664.00 0 .00 0.00 5152.14 5158.68 3.27 665.00 0.00 0.00 5145.62 5152.15 3 .26 666.00 0 .00 0.00 5139.11 5145.62 3.26 667.00 0.00 0.00 5132.61 5139.11 3.25 668.00 0.00 0.00 5126.12 5132 .61 3.25 669.00 0.00 0.00 5119.65 5126.13 3.24 670.00 0.00 0.00 5113.18 5119.65 3.23 671.00 0.00 0.00 5106.73 5113.19 3 .23 672.00 0.00 0.00 5100.29 5106.74 3.22 673.00 0.00 0.00 5093.87 5100.30 3.22 674.00 0.00 0.00 5087.45 5093.87 3.21 675.00 0.00 0.00 5081.04 5087.45 3.20 676.00 0.00 0.00 5074.65 5081.05 3.20 677.00 0.00 0.00 5068.27 5074.66 3 .19 678.00 0.00 0.00 5061.90 5068.28 3.19 679.00 0.00 0.00 5055.54 5061.91 3.18 680.00 0.00 0.00 5049.20 5055.55 3.18 681.00 0.00 0 .00 5042.86 5049.20 3.17 682.00 0.00 0.00 5036.54 5042.87 3.16 683.00 0 .00 0 .00 5030.23 5036.54 3.16 684.00 0.00 0 .00 5023.93 5030.23 3.15 685.00 0.00 0.00 5017.64 5023.93 3.15 686.00 0 .00 0.00 5011.36 5017.64 3.14 687 .00 0.00 0.00 5005.09 5011.36 3.13 688.00 0.00 0.00 4998.84 5005.10 3.13 689 .00 0.00 0 .00 4992.60 4998.84 3.12 690 .00 0.00 0.00 4986.37 4992.60 3.12 691.00 0.00 0.00 4980.14 4986.37 3.11 692.00 0.00 0.00 4973.94 4980.15 3 .11 693.00 0.00 0.00 4967.74 4973 .94 3 .10 694.00 0.00 0 .00 4961.55 4967.74 3.09 695.00 0.00 0.00 4955.38 4961.55 3 .09 696.00 0.00 0.00 4949.21 4955.38 3.08 697.00 0.00 0.00 4943.06 4949.22 3.08 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 698.00 0.00 0.00 4936.92 4943.06 3.07 699.00 0.00 0.00 4930.79 4936.92 3.07 700.00 0.00 0.00 4924.67 4930.79 3.06 701. 00 0.00 0.00 4918.56 4924.67 3.06 702.00 0.00 0.00 4912.46 4918.56 3.05 703.00 0.00 0.00 4906.38 4912.46 3.04 704.00 0.00 0.00 4900.30 4906.38 3.04 705.00 0.00 0.00 4894.24 4900.30 3.03 706.00 0.00 0.00 4888.19 4894.24 3.03 707.00 0.00 0.00 4882.14 4888.19 3.02 708.00 0.00 0.00 4876.11 4882.15 3.02 709.00 0.00 0.00 4870.09 4876.12 3.01 710.00 0.00 0.00 4864.09 4870.10 3.01 711.00 0.00 0.00 4858.09 4864.09 3.00 712.00 0.00 0.00 4852.10 4858.09 2.99 713.00 0.00 0.00 4846.13 4852.10 2.99 714.00 0.00 0 .00 4840.16 4846.13 2.98 715 .00 0.00 0.00 4834.21 4840.16 2.98 716.00 0.00 0.00 4828.26 4834.21 2.97 717.00 0.00 0.00 4822.33 4828.27 2.97 718.00 0.00 0.00 4816.41 4822.33 2.96 719.00 0.00 0.00 4810.50 4816.41 2.96 720 .00 0.00 0.00 4804.60 4810.50 2.95 Maximum outflow (cf s) = 10.38 Maximum storage (cu ft) = 336436 Maximum elevation (ft) = 4910.57 APPENDIXO ROUTED 100-YEAR RUNOFF FROM LAKE 2 COMBINED WITH 100-YEAR RUNOFF FORM LAKE 1 HYDROLOGIC REPORT FOR 0 ROUTED 100 YR RUNOFF LAKE #2 FOSSIL CREEK COMMUNITY PARK COMBINED WITH 100 YR RUNOFF FOR LAKE 1 HYDROLOGIC REPORT COMBINE .............. . RUNOFF 1 ............. . ROUTED 2 ............. . Hyd. No. 7 Hydrograph type= Storm frequency= Inflow hyd no's = COMBINED 100 yr 6 & 1 Peak discharge Time interval = 29.66 cfs = 1 min HYDROGRAPH DISCHARGE TABLE TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 1.00 0.00 2.09 2.09 2.00 0.01 4.17 4.18 3.00 0.02 6.26 6.28 4.00 0.03 8.35 8.38 5.00 0.05 10.43 10.49 6.00 0.08 12.52 12.60 7.00 0.11 14.61 14.71 8.00 0.14 16.69 16.83 9.00 0.18 18.78 18.96 10.00 0.22 20.87 21.09 11.00 0.27 22.96 23.22 12.00 0.32 25.04 25.36 13.00 0.38 27.13 27.51 14.00 0.44 29.22 29.66 PeAK.- 15.00 0.51 27.82 28.33 16 .00 0.58 26.43 27.02 17.00 0.66 25.04 25.71 18.00 0.75 23.65 24.40 19.00 0 .91 22.26 23.17 20 .00 1. 09 20.87 21.96 21.00 1. 28 19.48 20.76 22.00 1.48 18.09 19.56 23.00 1. 67 16.69 18.37 24.00 1. 87 15.30 17.17 25.00 2.06 13.91 15.98 26 .00 2.29 12.52 14.81 27.00 2.54 11.13 13.67 28.00 2.79 9.74 12.53 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 29.00 3.04 8.35 11. 39 30.00 3.29 6.96 10.24 31. 00 3.53 5.56 9.10 32.00 3.77 4.17 7 .94 33.00 4.02 2.78 6 .80 34.00 4.30 1. 39 5.69 35.00 4.57 0.00 4 .57 36.00 4.83 0.00 4.83 37.00 5.09 0.00 5.09 38.00 5.34 0.00 5.34 39.00 5.59 0.00 5.59 40.00 5.82 0.00 5.82 41.00 6.05 0.00 6.05 42.00 6 .30 0.00 6.30 43.00 6.54 0.00 6.54 44.00 6.77 0.00 6.77 45.00 6 .99 0.00 6.99 46 .00 7.19 0.00 7.19 47.00 7.39 0.00 7.39 48.00 7.57 0.00 7.57 49.00 7.74 0.00 7 .74 50.00 7.90 0.00 7.90 51.00 8.05 0.00 8 .05 52.00 8.18 0 .00 8 .18 53.00 8.31 0.00 8.31 54.00 8 .42 0.00 8.42 55.00 8 .54 0.00 8.54 56.00 8.66 0.00 8.66 57.00 8 .78 0.00 8.78 58.00 8.89 0.00 8.89 59.00 9.00 0.00 9.00 60 .00 9 .10 0.00 9.10 61.00 9.20 0.00 9.20 62.00 9 .29 0 .00 9.29 63.00 9 .37 0.00 9.37 64.00 9.45 0.00 9 .45 65.00 9.52 0.00 9.52 66.00 9.59 0.00 9 .59 67.00 9.66 0.00 9 .66 68.00 9.72 0.00 9.72 69.00 9 .77 0.00 9.77 70 .00 9 .83 0.00 9.83 71.00 9 .88 0.00 9.88 72.00 9 .92 0.00 9.92 73.00 9 .96 0.00 9.96 74.00 10 .00 0.00 10.00 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 75.00 10.04 0.00 10.04 76.00 10.08 0.00 10.08 77.00 10.11 0.00 10.11 78.00 10.14 0.00 10.14 79.00 10.17 0.00 10.17 80.00 10.19 0.00 10.19 81. 00 10.21 0.00 10.21 I 82.00 10.24 0.00 10.24 83.00 10.26 0.00 10.26 84.00 10.27 0.00 10.27 85.00 10.29 0.00 10.29 86.00 10.30 0.00 10.30 87.00 10.32 0.00 10.32 88.00 10.33 0.00 10.33 89.00 10.34 0.00 10.34 90.00 10.35 0.00 10.35 91.00 10.36 0.00 10.36 I 92.00 10.36 0.00 10.36 93.00 10.37 0.00 10.37 94.00 10.37 0.00 10.37 95.00 10.38 0.00 10.38 96.00 10.38 0.00 10.38 97.00 10.38 0.00 10.38 98.00 10.38 0.00 10.38 99.00 10.38 0.00 10.38 100.00 10.38 0.00 10.38 101.00 10.38 0.00 10.38 102.00 10.37 0.00 10.37 103.00 10.37 0.00 10.37 104.00 10.36 0.00 10.36 105.00 10.36 0.00 10.36 106.00 10.35 0.00 10.35 107.00 10.35 0.00 10.35 108.00 10.34 0.00 10.34 109.00 10.33 0.00 10.33 110.00 10.33 0.00 10.33 111.00 10.32 0.00 10.32 112.00 10.31 0.00 10.31 113.00 10.30 0.00 10.30 114.00 10.29 0.00 10.29 115.00 10.28 0.00 10.28 116.00 10.27 0.00 10.27 117.00 10.26 0.00 10.26 118.00 10.25 0.00 10.25 119.00 10.24 0.00 10.24 120.00 10.22 0.00 10.22 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs I 121.00 10.21 0.00 10.21 122.00 10.20 0.00 10.20 123.00 10.19 0.00 10.19 124.00 10.17 0.00 10.17 125.00 10.16 0.00 10.16 126.00 10.14 0.00 10.14 127.00 10.13 0.00 10.13 128.00 10.12 0.00 10.12 129.00 10.10 0.00 10.10 130.00 10.09 0.00 10.09 I 131.00 10.07 0.00 10.07 132.00 10.05 0.00 10.05 133.00 10.04 0.00 10.04 134.00 10.02 0.00 10.02 I 135.00 10.01 0.00 10.01 136.00 9.99 0.00 9.99 137.00 9.97 0.00 9.97 I 138.00 9.96 0.00 9.96 139.00 9.94 0.00 9.94 140.00 9.92 0.00 9.92 141.00 9.90 0.00 9.90 I 142.00 9.89 0.00 9.89 143.00 9.87 0.00 9.87 144.00 9.85 0.00 9.85 I 145.00 9.83 0.00 9.83 146.00 9.81 0.00 9.81 147.00 9.79 0.00 9.79 I 148.00 9.78 0.00 9.78 149.00 9.76 0.00 9.76 150.00 9.74 0.00 9.74 151.00 9.72 0.00 9.72 152.00 9.70 0.00 9.70 153.00 9.68 0.00 9.68 154.00 9.66 0.00 9.66 I 155.00 9.64 0.00 9.64 156.00 9.63 0.00 9.63 157.00 9.61 0.00 9.61 158.00 9.59 0.00 9.59 159.00 9.57 0.00 9.57 160.00 9.55 0.00 9.55 161.00 9.53 0.00 9.53 162.00 9.51 0.00 9.51 163.00 9.49 0.00 9.49 164.00 9.47 0.00 9.47 165.00 9.45 0.00 9.45 166.00 9.43 0.00 9.43 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs I 167.00 9.41 0.00 9.41 168.00 9.39 0.00 9.39 169.00 9.38 0.00 9.38 170.00 9.36 0.00 9.36 1 71. 00 9.34 0.00 9.34 172.00 9.32 0.00 9.32 173.00 9.30 0.00 9.30 174.00 9.28 0.00 9.28 175.00 9.26 0.00 9.26 176.00 9.24 0.00 9.24 177.00 9.22 0.00 9.22 178.00 9.20 0.00 9.20 179.00 9.18 0.00 9.18 180.00 9.16 0.00 9.16 181. 00 9.14 0.00 9.14 182.00 9.12 0.00 9.12 183.00 9.10 0.00 9.10 184.00 9.08 0.00 9.08 185.00 9.06 0.00 9.06 186.00 9.04 0.00 9.04 187.00 9.02 0.00 9.02 188.00 9.00 0.00 9.00 189.00 8.98 0.00 8.98 190.00 8.96 0.00 8.96 I 191.00 8.94 0.00 8.94 192.00 8.92 0.00 8.92 193.00 8.90 0.00 8.90 I 194.00 8.88 0.00 8.88 195.00 8.86 0.00 8.86 196.00 8.84 0.00 8.84 197.00 8.82 0.00 8.82 I 198.00 8.80 0.00 8.80 199.00 8.78 0.00 8.78 200.00 8.76 0.00 8.76 201.00 8.74 0.00 8.74 202.00 8.72 0.00 8.72 203.00 8.70 0.00 8.70 204.00 8.68 0.00 8.68 205.00 8.66 0.00 8.66 206.00 8.64 0.00 8.64 207.00 8.62 0.00 8.62 208.00 8.60 0.00 8.60 209.00 8.58 0.00 8.58 210.00 8.56 0.00 8.56 211.00 8.54 0.00 8.54 212.00 8.52 0.00 8.52 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 213.00 8.50 0.00 8.50 214.00 8.49 0.00 8.49 215.00 8.47 0.00 8.47 216.00 8.45 0.00 8.45 217.00 8.43 0.00 8.43 218.00 8.41 0.00 8.41 219.00 8.40 0.00 8.40 220.00 8.38 0.00 8.38 221.00 8.36 0.00 8.36 222.00 8.34 0.00 8.34 223.00 8.32 0.00 8.32 224.00 8.31 0.00 8.31 225.00 8.29 0.00 8.29 226.00 8.27 0.00 8.27 227.00 8.25 0.00 8.25 228.00 8.24 0.00 8.24 229.00 8.22 0.00 8.22 I 230.00 8.20 0.00 8.20 231.00 8.18 0.00 8.18 232.00 8.16 0.00 8.16 I 233 .00 8.15 0.00 8.15 234.00 8.13 0.00 8.13 235.00 8.11 0.00 8.11 236.00 8.09 0.00 8.09 I 237.00 8.08 0.00 8.08 238.00 8.06 0.00 8.06 239.00 8.04 0.00 8.04 240.00 8.02 0.00 8.02 241.00 8.00 0.00 8.00 242.00 7.99 0.00 7.99 243.00 7.97 0.00 7.97 244.00 7.95 0.00 7.95 245.00 7.93 0.00 7.93 246.00 7.92 0.00 7.92 247.00 7.90 0.00 7.90 248.00 7.88 0.00 7.88 249.00 7.86 0.00 7.86 250.00 7.85 0.00 7.85 251.00 7.83 0.00 7.83 252.00 7.81 0.00 7.81 253.00 7.79 0.00 7.79 254.00 7.78 0.00 7.78 255.00 7.76 0.00 7.76 256.00 7.74 0.00 7 .74 257.00 7.72 0.00 7.72 258.00 7.71 0.00 7.71 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 259.00 7.69 0.00 7.69 260.00 7.67 0.00 7.67 261.00 7.65 0.00 7.65 262.00 7.64 0.00 7.64 263.00 7.62 0.00 7.62 264.00 7.60 0.00 7.60 265.00 7.59 0.00 7.59 266.00 7.57 0.00 7.57 267.00 7.55 0.00 7.55 268.00 7.53 0.00 7.53 269.00 7.52 0.00 7.52 270.00 7.50 0.00 7.50 271.00 7.48 0.00 7.48 272.00 7.47 0.00 7.47 273.00 7.45 0.00 7.45 274.00 7.43 0.00 7.43 275.00 7.42 0.00 7.42 I 276.00 7.40 0.00 7.40 277.00 7.38 0.00 7.38 278.00 7.36 0.00 7.36 279.00 7.35 0.00 7.35 I 280.00 7.33 0.00 7.33 281.00 7.31 0.00 7.31 282.00 7.30 0.00 7.30 I 283.00 7.28 0.00 7.28 284.00 7.26 0.00 7.26 285.00 7.25 0.00 7.25 I 286.00 7.23 0.00 7.23 287.00 7.21 0.00 7.21 288.00 7.20 0.00 7.20 289.00 7.18 0.00 7.18 I 290.00 7.16 0.00 7.16 291.00 7.15 0.00 7.15 292.00 7.13 0.00 7.13 I 293.00 7.11 0.00 7.11 294.00 7.10 0.00 7.10 295.00 7.08 0.00 7.08 296.00 7.06 0.00 7.06 297.00 7.05 0.00 7.05 298.00 7.03 0.00 7.03 299.00 7.02 0.00 7.02 300.00 7.00 0.00 7.00 301.00 6.98 0.00 6.98 302.00 6.97 0.00 6.97 303.00 6.95 0.00 6.95 304.00 6.93 0.00 6.93 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 305.00 6.92 0.00 6.92 306.00 6.90 0.00 6.90 307.00 6.89 0.00 6.89 308.00 6.87 0.00 6.87 309.00 6.85 0.00 6.85 310.00 6.84 0.00 6.84 311.00 6.82 0.00 6.82 312.00 6.81 0.00 6.81 313.00 6.79 0.00 6.79 314.00 6.77 0.00 6.77 315.00 6.76 0.00 6.76 316.00 6.74 0.00 6.74 317.00 6.73 0.00 6.73 318.00 6.71 0.00 6.71 319.00 6.69 0.00 6.69 320.00 6.68 0.00 6.68 321.00 6.66 0.00 6.66 322.00 6.65 0.00 6.65 323.00 6.63 0.00 6.63 324.00 6.62 0.00 6.62 325.00 6.60 0.00 6.60 326.00 6.58 0.00 6.58 327.00 6.57 0.00 6.57 328.00 6.55 0.00 6.55 329.00 6.54 0.00 6.54 330.00 6.52 0.00 6.52 331.00 6.51 0.00 6.51 I 332.00 6.49 0.00 6.49 333.00 6.48 0.00 6.48 334.00 6.46 0.00 6.46 335.00 6.45 0.00 6.45 I 336.00 6.43 0.00 6.43 337.00 6.42 0.00 6.42 338.00 6.40 0.00 6.40 339.00 6.39 0.00 6.39 340.00 6.37 0.00 6.37 341.00 6.35 0.00 6.35 342.00 6.34 0.00 6.34 343.00 6.32 0.00 6.32 344.00 6.31 0.00 6.31 345.00 6.29 0.00 6.29 346.00 6.28 0.00 6.28 347.00 6.26 0.00 6.26 348.00 6.25 0.00 6.25 349.00 6.24 0.00 6.24 350.00 6.22 0.00 6.22 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 351. 00 6.21 0.00 6.21 352.00 6.19 0.00 6.19 353.00 6.18 0.00 6.18 354 .00 6.16 0 .00 6.16 355.00 6.15 0.00 6.15 356.00 6.13 0 .00 6.13 357.00 6 .12 0.00 6.12 358.00 6.10 0 .00 6.10 359.00 6 .09 0.00 6.09 360.00 6 .07 0.00 6.07 361 .00 6 .06 0.00 6.06 362.00 6 .05 0.00 6.05 363 .00 6 .04 0 .00 6.04 364 .00 6.02 0.00 6 .02 365 .00 6.01 0 .00 6.01 366.00 6 .00 0.00 6.00 367 .00 5.98 0.00 5.98 I 368.00 5.97 0.00 5.97 369.00 5.96 0.00 5 .96 370.00 5 .95 0.00 5.95 371.00 5.93 0.00 5 .93 372.00 5 .92 0.00 5.92 373.00 5 .91 0.00 5 .91 374.00 5 .90 0.00 5.90 375.00 5 .88 0.00 5.88 376.00 5 .87 0.00 5.87 377.00 5.86 0.00 5.86 378.00 5.85 0.00 5.85 379.00 5.83 0.00 5.83 380.00 5.82 0 .00 5.82 381.00 5.81 0.00 5.81 382.00 5.80 0 .00 5.80 383.00 5.79 0 .00 5.79 384 .00 5.77 0 .00 5.77 385.00 5.76 0.00 5 .76 386.00 5.75 0 .00 5.75 387 .00 5.74 0.00 5.74 388.00 5.72 0.00 5.72 389.00 5.71 0.00 5.71 390 .00 5.70 0 .00 5.70 391.00 5.69 0.00 5.69 I 392 .00 5.68 0.00 5.68 393.00 5.66 0.00 5.66 394 .00 5.65 0 .00 5 .65 395 .00 5.64 0.00 5 .64 396 .00 5.63 0.00 5.63 I HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 397.00 5.62 0.00 5.62 398.00 5.60 0.00 5.60 399.00 5.59 0.00 5.59 400.00 5.58 0.00 5.58 401.00 5.57 0.00 5.57 402.00 5.56 0.00 5.56 403.00 5.54 0.00 5.54 404.00 5.53 0.00 5.53 405.00 5.52 0.00 5.52 406.00 5.51 0.00 5.51 407.00 5.50 0.00 5.50 408.00 5.49 0.00 5.49 409.00 5.47 0.00 5.47 410.00 5.46 0.00 5.46 411.00 5.45 0.00 5.45 412.00 5.44 0.00 5.44 413.00 5.43 0.00 5.43 414.00 5.42 0.00 5.42 415.00 5.40 0.00 5.40 416.00 5.39 0.00 5.39 417.00 5.38 0.00 5.38 418.00 5.37 0.00 5.37 419.00 5.36 0.00 5.36 420.00 5.35 0.00 5.35 I 421.00 5.34 0.00 5.34 422.00 5.32 0.00 5.32 423.00 5.31 0.00 5.31 424.00 5.30 0.00 5.30 425.00 5.29 0.00 5.29 426.00 5.28 0.00 5.28 427.00 5.27 0.00 5.27 428.00 5.26 0.00 5.26 429.00 5.24 0.00 5.24 430.00 5.23 0.00 5.23 431.00 5.22 0.00 5.22 432.00 5.21 0.00 5.21 433.00 5.20 0.00 5.20 434.00 5.19 0.00 5.19 435.00 5.18 0.00 5.18 436.00 5.17 0.00 5.17 437.00 5.16 0.00 5.16 438.00 5.14 0.00 5.14 439.00 5.13 0.00 5.13 440.00 5.12 0.00 5.12 441.00 5.11 0.00 5.11 442.00 5.10 0.00 5.10 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 443.00 5.09 0.00 5.09 444.00 5.08 0.00 5.08 445.00 5.07 0.00 5.07 446.00 5.06 0.00 5.06 447.00 5.05 0.00 5.05 448.00 5.04 0.00 5.04 449.00 5.02 0.00 5.02 450.00 5.01 0.00 5.01 451.00 5.00 0.00 5.00 452.00 4.99 0.00 4.99 453.00 4.98 0.00 4.98 454.00 4.97 0.00 4.97 455.00 4.96 0.00 4.96 456.00 4.95 0.00 4.95 457.00 4.94 0.00 4.94 458.00 4.93 0.00 4.93 459.00 4.92 0.00 4.92 460.00 4.91 0.00 4.91 461.00 4.90 0.00 4.90 462.00 4.89 0.00 4.89 463.00 4.88 0.00 4.88 464.00 4.87 0.00 4.87 465.00 4.85 0.00 4.85 466.00 4.84 0.00 4.84 467.00 4.83 0.00 4.83 468.00 4.82 0.00 4.82 469.00 4.81 0.00 4.81 470.00 4.80 0.00 4.80 471.00 4.79 0.00 4.79 472.00 4.78 0.00 4.78 473.00 4.77 0.00 4.77 474.00 4.76 0.00 4.76 475.00 4.75 0.00 4.75 476.00 4.74 0.00 4.74 477.00 4.73 0.00 4.73 478.00 4.72 0.00 4.72 479.00 4.71 0.00 4.71 480.00 4.70 0.00 4.70 481.00 4.69 0.00 4.69 482.00 4.68 0.00 4.68 483.00 4.67 0.00 4.67 484.00 4.66 0.00 4.66 485.00 4.65 0.00 4.65 486.00 4.64 0.00 4.64 487.00 4.63 0.00 4.63 488.00 4.62 0.00 4.62 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 489.00 4.61 0.00 4.61 490.00 4.60 0.00 4.60 491. 00 4.59 0.00 4.59 492.00 4.58 0.00 4.58 493.00 4.57 0.00 4.57 494.00 4.56 0.00 4.56 495.00 4.55 0.00 4.55 496.00 4.54 0.00 4.54 497.00 4.53 0.00 4.53 498.00 4.52 0.00 4.52 499.00 4.51 0.00 4.51 500.00 4.50 0.00 4.50 501. 00 4.49 0.00 4.49 502.00 4.48 0.00 4.48 503.00 4.47 0.00 4.47 504.00 4.46 0.00 4.46 505.00 4.45 0.00 4.45 506.00 4.44 0.00 4.44 507.00 4.43 0.00 4.43 508.00 4.43 0.00 4.43 509.00 4.42 0.00 4.42 510.00 4.41 0.00 4.41 511.00 4.40 0.00 4.40 512.00 4.39 0.00 4.39 513.00 4.38 0.00 4.38 514.00 4.37 0.00 4.37 515.00 4.36 0.00 4.36 516.00 4.35 0.00 4.35 517.00 4.34 0.00 4.34 518.00 4.33 0.00 4.33 519.00 4.32 0.00 4.32 520.00 4.31 0.00 4.31 521.00 4.30 0.00 4.30 522.00 4.29 0.00 4.29 523.00 4.28 0.00 4.28 524.00 4.27 0.00 4.27 525.00 4.27 0.00 4.27 526.00 4.26 0.00 4.26 527.00 4.25 0.00 4.25 528.00 4.24 0.00 4.24 529.00 4.23 0.00 4.23 530.00 4.22 0.00 4.22 531.00 4.21 0.00 4.21 532.00 4.20 0.00 4.20 533.00 4.19 0.00 4.19 534.00 4.18 0.00 4.18 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 535.00 4.17 0.00 4.17 536.00 4.17 0.00 4.17 537.00 4.16 0.00 4.16 538.00 4.15 0.00 4.15 539.00 4.14 0.00 4.14 540.00 4.13 0.00 4.13 541. 00 4.12 0.00 4.12 542.00 4.11 0.00 4.11 543.00 4.10 0.00 4.10 544.00 4.09 0.00 4.09 545.00 4.09 0.00 4.09 546.00 4.08 0.00 4.08 547.00 4.07 0.00 4.07 548.00 4.06 0.00 4.06 549.00 4.05 0.00 4.05 550.00 4.04 0.00 4.04 551.00 4.03 0.00 4.03 552.00 4.02 0.00 4.02 553.00 4.02 0.00 4.02 554.00 4.01 0.00 4.01 555.00 4.00 0.00 4.00 556.00 3.99 0.00 3.99 557.00 3.98 0.00 3.98 558.00 3.97 0.00 3.97 559.00 3.96 0.00 3.96 560.00 3.96 0.00 3.96 561.00 3.95 0.00 3.95 562.00 3.94 0.00 3.94 563.00 3.93 0.00 3.93 564.00 3.93 0.00 3.93 565.00 3.92 0.00 3.92 566.00 3.91 0.00 3.91 567.00 3.90 0.00 3.90 568.00 3.90 0.00 3.90 569.00 3.89 0.00 3.89 570.00 3.88 0.00 3.88 571.00 3.88 0.00 3.88 572.00 3.87 0.00 3.87 573.00 3.86 0.00 3.86 574.00 3.85 0.00 3.85 575.00 3.85 0.00 3.85 576.00 3.84 0.00 3.84 577.00 3.83 0.00 3.83 578.00 3.83 0.00 3.83 579.00 3.82 0.00 3.82 580.00 3.81 0.00 3.81 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 581. 00 3.81 0.00 3.81 582.00 3.80 0.00 3.80 583.00 3.79 0.00 3.79 584.00 3.78 0.00 3.78 585.00 3.78 0.00 3.78 586.00 3.77 0.00 3.77 587.00 3.76 0.00 3.76 588.00 3.76 0.00 3.76 589.00 3.75 0.00 3.75 590.00 3.74 0.00 3.74 591.00 3.74 0.00 3.74 592.00 3.73 0.00 3.73 593.00 3.72 0.00 3.72 594.00 3.72 0.00 3.72 595.00 3.71 0.00 3.71 596.00 3.70 0.00 3.70 597.00 3.70 0.00 3.70 598.00 3.69 0.00 3.69 599.00 3.68 0.00 3.68 600.00 3.68 0.00 3.68 601.00 3.67 0.00 3.67 602.00 3.66 0.00 3.66 603.00 3.66 0.00 3.66 604.00 3.65 0.00 3.65 605.00 3.64 0.00 3.64 606.00 3.64 0.00 3.64 607.00 3.63 0.00 3.63 608.00 3.62 0.00 3 .62 609.00 3.62 0.00 3.62 610.00 3.61 0.00 3.61 611.00 3.60 0.00 3.60 612.00 3.60 0.00 3.60 613.00 3.59 0.00 3.59 614.00 3.58 0.00 3.58 615.00 3.58 0.00 3.58 616.00 3.57 0.00 3.57 617.00 3.56 0.00 3.56 618.00 3.56 0.00 3.56 619.00 3.55 0.00 3.55 620.00 3.54 0.00 3.54 621.00 3.54 0.00 3.54 622.00 3.53 0.00 3.53 623.00 3.52 0.00 3.52 624.00 3.52 0.00 3.52 625.00 3.51 0.00 3.51 626.00 3.50 0.00 3.50 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 627.00 3.50 0.00 3.50 628.00 3.49 0.00 3.49 629.00 3.49 0.00 3.49 630.00 3.48 0.00 3.48 631. 00 3.47 0.00 3.47 632.00 3.47 0.00 3.47 633.00 3.46 0.00 3.46 634.00 3.45 0.00 3.45 635.00 3.45 0.00 3.45 636.00 3.44 0.00 3.44 637.00 3.44 0.00 3.44 638.00 3.43 0.00 3.43 639.00 3.42 0.00 3.42 640.00 3.42 0.00 3.42 641.00 3.41 0.00 3.41 642.00 3.40 0.00 3.40 643.00 3.40 0.00 3.40 644.00 3.39 0.00 3.39 645.00 3.39 0.00 3.39 646.00 3.38 0.00 3.38 647.00 3.37 0.00 3.37 648.00 3.37 0.00 3.37 649.00 3.36 0.00 3.36 650.00 3.35 0.00 3.35 651. 00 3.35 0.00 3.35 652.00 3.34 0.00 3.34 653.00 3.34 0.00 3.34 654.00 3.33 0.00 3.33 655.00 3.32 0.00 3.32 656.00 3.32 0.00 3.32 657.00 3.31 0.00 3.31 658.00 3.31 0.00 3.31 659.00 3.30 0.00 3.30 660.00 3.29 0.00 3.29 661.00 3.29 0.00 3.29 662 .00 3.28 0.00 3.28 663.00 3.28 0.00 3.28 664.00 3.27 0.00 3.27 665.00 3.26 0.00 3.26 666.00 3.26 0.00 3.26 667.00 3.25 0.00 3.25 668.00 3.25 0.00 3.25 669.00 3.24 0.00 3.24 670.00 3.23 0.00 3.23 671.00 3.23 0.00 3.23 672.00 3.22 0.00 3.22 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW HYDROGRAPHS OUTFLOW HYDROGRAPH min cfs cfs cfs 673.00 3.22 0.00 3.22 674.00 3.21 0.00 3.21 675.00 3.20 0.00 3.20 676.00 3.20 0.00 3.20 677.00 3.19 0.00 3.19 678.00 3.19 0.00 3.19 679.00 3.18 0.00 3.18 680.00 3.18 0.00 3.18 681.00 3.17 0.00 3.17 682.00 3.16 0.00 3.16 683.00 3.16 0.00 3.16 684.00 3.15 0.00 3.15 685.00 3.15 0.00 3.15 686.00 3.14 0.00 3.14 687.00 3.13 0.00 3.13 688.00 3.13 0.00 3.13 689.00 3.12 0.00 3.12 690.00 3.12 0.00 3.12 691.00 3.11 0.00 3.11 692.00 3.11 0.00 3.11 693.00 3.10 0.00 3.10 694 .00 3.09 0.00 3.09 695.00 3.09 0.00 3.09 696.00 3.08 0.00 3.08 697.00 3.08 0.00 3.08 698.00 3.07 0.00 3.07 699.00 3.07 0.00 3.07 700.00 3.06 0.00 3.06 701.00 3.06 0.00 3.06 702.00 3.05 0.00 3.05 703.00 3.04 0.00 3.04 704.00 3.04 0.00 3.04 705.00 3.03 0.00 3.03 706 .00 3.03 0.00 3.03 707.00 3.02 0.00 3.02 708.00 3.02 0.00 3.02 709.00 3.01 0.00 3.01 710.00 3.01 0.00 3.01 711.00 3.00 0.00 3.00 712.00 2.99 0.00 2.99 713.00 2.99 0.00 2.99 714.00 2.98 0.00 2.98 715.00 2.98 0.00 2.98 716.00 2.97 0.00 2.97 717.00 2.97 0.00 2.97 718.00 2.96 0.00 2.96 HYDROGRAPH DISCHARGE TABLE Cont'd TIME min 719.00 720.00 INFLOW cfs 2.96 2.95 HYDROGRAPHS cfs 0 .00 0.00 OUTFLOW HYDROGRAPH cfs 2.96 2.95 APPENDIXP ROUTED 100-YEAR RUNOFF INTO LAKEl HYDROLOGIC REPORT FOR 0 ROUTED 100 YR RUNOFF LAKE #1 FOSSIL CREEK COMMUNITY PARK HYDROLOGIC REPORT ROUTED 1 ............. . Hyd. No. 8 Hydrograph type= RESERVOIR ROUTE Storm frequency= 100 yr Inflow hyd. no. = 7 Peak discharge Time interval Reservoir no. = 9.89 cfs = 1 min = 1 HYDROGRAPH DISCHARGE TABLE TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 1.00 2.09 4.18 2.07 2.09 0.01 2.00 4.18 6.28 8.27 8.34 0.04 3.00 6.28 8.38 18.56 18.73 0.08 4.00 8.38 10.49 32.92 33.22 0.15 5.00 10.49 12.60 51. 33 51. 80 0.23 6.00 12.60 14.71 73.75 74.42 0.33 7.00 14.71 16.83 100.16 101.07 0.45 8.00 16.83 18.96 130.53 131.71 0.59 9.00 18.96 21.09 164.83 166.32 0.75 10.00 21.09 23.22 203.04 204.88 0.92 11.00 23.22 25.36 244.88 247.36 1.24 12.00 25.36 27.51 290.23 293.47 1. 62 13.00 27.51 29.66 339.06 343.10 2.02 14.00 29.66 28.33 391.32 396.23 2.45 15.00 28.33 27.02 443.42 449.31 2.95 16.00 27.02 25.71 491. 83 498.77 3.47 17.00 25.71 24.40 536.66 544.56 3.95 18.00 24.40 23.17 577.97 586.76 4.40 19.00 23.17 21.96 615.93 625.54 4.81 20.00 21. 96 20.76 650.61 661.06 5.22 21.00 20.76 19.56 682.08 693.33 5.63 22.00 19.56 18.37 710.42 722.40 5.99 23.00 18.37 17.17 735.73 748.36 6.31 24.00 17.17 15.98 758.08 771.27 6.60 25.00 15.98 14.81 777.53 791.22 6.85 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 26.00 14.81 13.67 794.20 808.32 7.06 27.00 13.67 12.53 808.20 822.68 7.24 28.00 12.53 11. 39 819.63 834.40 7.39 29.00 11. 39 10.24 828.55 843.55 7.50 30.00 10.24 9.10 835.02 850.18 7.58 31.00 9.10 7.94 839.08 854.36 7.64 32.00 7.94 6.80 840.79 856.12 7.66 33.00 6.80 5.69 840.23 855.54 7.65 34.00 5.69 4.57 837.49 852.72 7.62 35.00 4.57 4.83 832.64 847.75 7.55 36.00 4.83 5.09 827.08 842.04 7.48 37.00 5.09 5.34 822.17 837.01 7.42 38.00 5.34 5.59 817.88 832.61 7.36 39.00 5.59 5.82 814.18 828.81 7.32 40.00 5.82 6.05 811.04 825.59 7.28 41.00 6.05 6.30 808.44 822.92 7.24 42.00 6.30 6.54 806.36 820.79 7.22 I 43.00 6.54 6.77 804.81 819.20 7.20 44.00 6.77 6.99 803.75 818.12 7.18 45.00 6.99 7.19 803.16 817.51 7.17 46.00 7.19 7.39 803.00 817.34 7.17 47.00 7.39 7.57 803.23 817.58 7.18 48.00 7.57 7.74 803.83 818.19 7.18 49.00 7.74 7.90 804.75 819.14 7.19 50.00 7.90 8.05 805.98 820.40 7.21 51.00 8.05 8.18 807.48 821.94 7.23 52.00 8.18 8.31 809.21 823.71 7.25 53.00 8.31 8.42 811.14 825.69 7.28 54.00 8.42 8.54 813.26 827.87 7.30 55.00 8.54 8.66 815.57 830.23 7.33 56.00 8.66 8.78 818.04 832.77 7.36 57.00 8.78 8.89 820.69 835.49 7.40 58.00 8.89 9.00 823.50 838.37 7.43 59.00 9.00 9.10 826.45 841.39 7.47 60.00 9.10 9.20 829.52 844.54 7.51 61.00 9.20 9.29 832.71 847.82 7.55 62.00 9.29 9.37 836.00 851.19 7.59 63.00 9.37 9.45 839.37 854.66 7.64 64.00 9 .45 9.52 842.81 858.19 7.69 65.00 9.52 9.59 846.29 861.78 7.74 66.00 9.59 9.66 849.82 865.41 7.79 67.00 9.66 9.72 853.38 869.07 7.85 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O (i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 68.00 9.72 9.77 856.95 872.75 7.90 69.00 9.77 9.83 860.54 876.44 7.95 70.00 9.83 9.88 864.14 880.14 8.00 71.00 9.88 9.92 867.73 883.84 8.05 72.00 9.92 9.96 871. 32 887.53 8.11 73.00 9.96 10.00 874.89 891.20 8.16 74.00 10.00 10.04 878.44 894.86 8.21 75.00 10.04 10.08 881.96 898.48 8.26 76.00 10.08 10.11 885.45 902.08 8.31 77.00 10.11 10.14 888.91 905.64 8.36 78.00 10.14 10.17 892.34 909.16 8.41 79.00 10.17 10.19 895.72 912.64 8.46 80.00 10.19 10.21 899.06 916.08 8.51 81. 00 10.21 10.24 902.35 919.46 8.56 82.00 10.24 10.26 905.59 922.80 8.60 83.00 10.26 10.27 908.78 926.08 8.65 84.00 10.27 10.29 911.92 929.31 8.70 I 85.00 10.29 10.30 915.00 932.48 8.74 86.00 10.30 10.32 918.02 935.59 8.78 87.00 10.32 10.33 920.98 938.64 8.83 88.00 10.33 10.34 923.89 941.63 8.87 89.00 10.34 10.35 926.73 944.56 8.91 90.00 10.35 10.36 929.51 947.42 8.95 91.00 10.36 10.36 932.23 950.22 8.99 92.00 10.36 10.37 934.89 952.95 9.03 93.00 10.37 10.37 937.49 955.62 9.07 94.00 10.37 10.38 940.02 958.23 9.10 95.00 10.38 10.38 942.48 960.76 9.14 96.00 10.38 10.38 944.89 963.24 9.18 97.00 10.38 10.38 947.23 965.64 9.21 98.00 10.38 10.38 949.50 967.98 9.24 99.00 10.38 10.38 951. 71 970.26 9.27 100.00 10.38 10.38 953.86 972.47 9.31 101.00 10.38 10.37 955.94 974.61 9.34 102.00 10.37 10.37 957.96 976.69 9.37 103.00 10.37 10.36 959.91 978.70 9.39 104.00 10.36 10.36 961.81 980.65 9.42 105.00 10.36 10.35 963.64 982.53 9.45 106.00 10.35 10.35 965.40 984.35 9.47 107.00 10.35 10.34 967.11 986.10 9.50 108.00 10.34 10.33 968.75 987.80 9.52 109.00 10.33 10.33 970.34 989.43 9.54 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 110.00 10.33 10.32 971.86 991. 00 9.57 111.00 10.32 10.31 973.33 992.51 9.59 112.00 10.31 10.30 974.74 993.96 9.61 113.00 10.30 10.29 976.09 995.35 9.63 114.00 10.29 10.28 977.38 996.68 9.65 115.00 10.28 10.27 978.62 997.95 9.67 116.00 10.27 10.26 979.81 999.17 9.68 117.00 10.26 10.25 980.94 1000.34 9.70 118.00 10.25 10.24 982.02 1001. 44 9.71 119.00 10.24 10.22 983.04 1002.50 9.73 120.00 10.22 10.21 984.01 1003.50 9.74 121.00 10.21 10.20 984.93 1004.45 9.76 122.00 10.20 10.19 985.80 1005.34 9.77 123.00 10.19 10.17 986.63 1006.19 9.78 124.00 10.17 10.16 987.40 1006.98 9.79 125.00 10.16 10.14 988.12 1007.73 9.80 126.00 10.14 10.13 988.80 1008.43 9.81 I 127.00 10.13 10.12 989.43 1009.08 9.82 128.00 10.12 10.10 990.02 1009.68 9.83 129.00 10.10 10.09 990.56 1010.23 9.84 130.00 10.09 10.07 991. 05 1010.74 9.85 131.00 10.07 10.05 991. 50 1011.21 9.85 132.00 10.05 10.04 991. 91 1011.63 9.86 133.00 10.04 10.02 992.28 1012.01 9.86 134.00 10.02 10.01 992.60 1012.34 9.87 135.00 10.01 9.99 992.89 1012.63 9.87 136.00 9.99 9.97 993.13 1012.88 9.88 137.00 9.97 9.96 993.34 1013.09 9.88 138.00 9.96 9.94 993.50 1013.27 9.88 139.00 9.94 9.92 993.63 1013.40 9.88 140.00 9.92 9.90 993.72 1013.49 9.88 141.00 9.90 9.89 993.78 1013.55 9.89 142.00 9.89 9.87 993.80 1013.57 9. 89 90\-K 143.00 9.87 9.85 993.78 1013.55 9.89 I 144.00 9.85 9.83 993.73 1013.50 9.88 145.00 9.83 9.81 993.64 1013.41 9.88 146.00 9.81 9.79 993.53 1013.29 9.88 147.00 9.79 9.78 993.38 1013.13 9.88 148.00 9.78 9.76 993.19 1012.95 9.88 149.00 9.76 9.74 992.98 1012.73 9.87 150.00 9.74 9.72 992.74 1012.48 9.87 151. 00 9.72 9.70 992.46 1012.20 9.87 I HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 152.00 9.70 9.68 992.16 1011. 88 9.86 153.00 9.68 9.66 991.83 1011.54 9.86 154.00 9.66 9.64 991.47 1011.18 9.85 155.00 9.64 9.63 991.09 1010.78 9.85 156.00 9.63 9.61 990.68 1010.36 9.84 157.00 9.61 9.59 990.24 1009.91 9.83 158.00 9.59 9.57 989.78 1009.44 9.83 159.00 9.57 9.55 989.30 1008.94 9.82 160.00 9.55 9.53 988.79 1008.42 9.81 161.00 9.53 9.51 988.26 1007.87 9.81 162.00 9 .51 9.49 987.71 1007.30 9.80 163.00 9.49 9.47 987.13 1006.71 9.79 164.00 9.47 9.45 986.54 1006.10 9.78 165.00 9.45 9.43 985.92 1005.46 9.77 166.00 9.43 9.41 985.28 1004.81 9.76 167.00 9.41 9.39 984.63 1004.13 9.75 168.00 9.39 9.38 983.95 1003.43 9.74 169.00 9.38 9 .36 983.25 1002.72 9.73 170.00 9 .36 9.34 982.54 1001.99 9.72 171. 00 9.34 9.32 981.81 1001.23 9.71 172.00 9.32 9.30 981.06 1000.46 9.70 173.00 9.30 9.28 980.30 999.68 9.69 174.00 9 .28 9.26 979.52 998.87 9.68 175.00 9.26 9.24 978.72 998.05 9.67 176.00 9.24 9 .22 977.90 997.21 9.65 177.00 9.22 9.20 977.08 996.36 9.64 178.00 9.20 9.18 976.23 995.49 9.63 179 .00 9.18 9 .16 975 .37 994.61 9.62 180 .00 9.16 9.14 974.50 993.71 9.61 181.00 9.14 9.12 973 .62 992.80 9.59 182.00 9.12 9.10 972 .72 991.88 9.58 183.00 9 .10 9.08 971. 80 990.94 9.57 184 .00 9.08 9 .06 970.88 989.98 9.55 185.00 9.06 9 .04 969.94 989.02 9.54 186.00 9 .04 9.02 968.99 988 .04 9.53 187.00 9.02 9.00 968.03 987.05 9.51 188.00 9 .00 8.98 967.06 986.05 9 .50 189.00 8 .98 8.96 966.07 985.04 9.48 190.00 8.96 8.94 965.08 984 .02 9.47 191.00 8.94 8.92 964.07 982.98 9.45 192.00 8.92 8.90 963.06 981. 94 9.44 193.00 8.90 8.88 962.03 980.88 9 .42 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O (i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 194.00 8.88 8.86 961.00 979.82 9.41 195.00 8.86 8.84 959.95 978.74 9.39 196.00 8.84 8.82 958.90 977.66 9.38 197.00 8.82 8.80 957.84 976.57 9.36 198.00 8.80 8.78 956.77 975.46 9.35 199.00 8.78 8.76 955.69 974.35 9.33 200.00 8.76 8.74 954.60 973.23 9.32 201.00 8.74 8.72 953.50 972.11 9.30 202.00 8.72 8.70 952.40 970.97 9.28 203.00 8.70 8.68 951. 29 969.83 9.27 204.00 8.68 8.66 950.17 968.68 9.25 205.00 8.66 8.64 949.05 967.52 9.24 206.00 8.64 8.62 947.91 966.35 9.22 207.00 8.62 8.60 946.78 965.18 9.20 208.00 8.60 8 .58 945.63 964.00 9.19 209.00 8.58 8.56 944.48 962.82 9.17 210.00 8.56 8.54 943.32 961.63 9.15 I 211.00 8.54 8.52 942.16 960.43 9.14 212.00 8.52 8.50 940.99 959.22 9.12 213.00 8.50 8.49 939.81 958.02 9.10 I 214.00 8.49 8.47 938.63 956.80 9.08 215.00 8.47 8.45 937.45 955.59 9.07 216.00 8.45 8.43 936.27 954.37 9.05 217.00 8.43 8.41 935.08 953.15 9.03 I 218.00 8.41 8.40 933.90 951.93 9.02 219.00 8.40 8.38 932.71 950.71 9.00 220 .00 8.38 8.36 931.52 94 9. 4 9 8.98 221.00 8.36 8.34 930.33 948.26 8.96 222.00 8.34 8.32 929.14 947.04 8.95 223.00 8.32 8.31 927.95 945.81 8.93 224.00 8 .31 8.29 926.76 944.58 8.91 225.00 8.29 8.27 925.57 943.35 8.89 226.00 8.27 8.25 924.37 942.13 8.88 227.00 8.25 8.24 923.17 940.89 8.86 I 228.00 8.24 8.22 921.98 939.66 8.84 229.00 8.22 8.20 920.78 938.43 8.82 230.00 8.20 8.18 919.58 937.20 8.81 231. 00 8.18 8.16 918.38 935.96 8.79 232 .00 8.16 8.15 917.18 934.73 8.77 233.00 8.15 8.13 915.98 933.49 8.76 234.00 8.13 8.11 914.78 932.26 8.74 235 .00 8.11 8.09 913.58 931.02 8.72 I HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 28/dt-O ( i) 28/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 236.00 8.09 8.08 912.38 929.78 8.70 237.00 8.08 8.06 911.17 928.55 8.69 238.00 8.06 8.04 909.97 927.31 8.67 239.00 8.04 8.02 908.77 926.07 8.65 240.00 8.02 8.00 907.56 924.83 8.63 241. 00 8.00 7.99 906.36 923.59 8.62 242.00 7.99 7.97 905.15 922.35 8.60 243.00 7.97 7.95 903.95 921.11 8.58 244.00 7.95 7.93 902.74 919.87 8.56 245.00 7.93 7.92 901. 54 918.63 8.55 246.00 7.92 7.90 900.33 917.39 8.53 247.00 7.90 7.88 899.13 916.15 8.51 248.00 7.88 7.86 897.92 914.91 8.49 249.00 7.86 7.85 896.71 913.67 8.48 I 250.00 7.85 7.83 895.51 912.42 8.46 251.00 7.83 7 .81 894.30 911.18 8.44 252.00 7.81 7.79 893.10 909.94 8.42 I 253.00 7.79 7.78 891.89 908.70 8.41 254.00 7.78 7.76 890.69 907.46 8.39 255.00 7.76 7.74 889.48 906.22 8.37 256.00 7.74 7.72 888.28 904.98 8.35 I 257.00 7.72 7.71 887.07 903.74 8.34 258.00 7.71 7.69 885.87 902.50 8.32 259.00 7.69 7.67 884.66 901. 26 8.30 I 260.00 7.67 7.65 883.46 900.02 8.28 261.00 7.65 7.64 882.25 898.78 8.27 262.00 7.64 7.62 881.05 897 .55 8.25 I 263.00 7.62 7.60 879.85 896 .31 8.23 264.00 7.60 7.59 878.65 895.07 8.21 265.00 7.59 7.57 877.44 893.83 8.20 266.00 7.57 7.55 876.24 892.60 8.18 I 267.00 7.55 7.53 875.04 891. 36 8.16 268.00 7.53 7.52 873.84 890.13 8.14 269.00 7.52 7.50 872.64 888.89 8.13 I 270.00 7.50 7.48 871.44 887.66 8.11 271.00 7.48 7.47 870.24 886.43 8.09 272 .00 7.47 7.45 869.05 885.19 8.07 273.00 7.45 7.43 867.85 883.96 8.06 274.00 7.43 7.42 866.65 882.73 8.04 275 .00 7.42 7.40 865.46 881. 50 8.02 276.00 7.40 7.38 864.26 880.27 8.00 I 277 .00 7.38 7.36 863.07 879.04 7.99 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW (i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 278.00 7.36 7.35 861. 88 877.82 7.97 279.00 7.35 7.33 860.69 876.59 7.95 280.00 7.33 7.31 859.49 875.36 7.93 281. 00 7.31 7.30 858.30 874.14 7.92 282.00 7.30 7.28 857.11 872.91 7.90 283.00 7.28 7.26 855.93 871.69 7.88 284.00 7.26 7.25 854.74 870.47 7.87 285.00 7.25 7.23 853.55 869.25 7.85 286.00 7.23 7.21 852.37 868.03 7.83 287.00 7.21 7.20 851.18 866.81 7.81 288.00 7.20 7.18 850.00 865.59 7.80 289.00 7.18 7.16 848.82 864.38 7.78 290.00 7.16 7.15 847.64 863.16 7.76 291.00 7.15 7.13 846.46 861.95 7.75 I 292.00 7.13 7.11 845.28 860.73 7.73 293.00 7.11 7.10 844.10 859.52 7.71 294.00 7.10 7.08 842.92 858.31 7.69 I 295.00 7.08 7.06 841.75 857.10 7.68 296.00 7.06 7.05 840.57 855.89 7.66 297.00 7.05 7.03 839.40 854.69 7.64 I 298.00 7.03 7.02 838.23 853.48 7.63 299.00 7.02 7.00 837.06 852.28 7.61 300.00 7.00 6.98 835.89 851.07 7.59 301. 00 6.98 6.97 834.71 849.87 7.58 I 302.00 6.97 6.95 833.54 848.66 7.56 303.00 6.95 6.93 832.36 847.46 7.55 304.00 6 .93 6.92 831.18 846.24 7.53 I 305.00 6.92 6.90 830.00 845.03 7.52 306.00 6.90 6.89 828.81 843.82 7.50 307.00 6.89 6.87 827.63 842.60 7. 49 308.00 6.87 6.85 826.44 841.38 7.47 I 309.00 6.85 6.84 825.25 840.16 7.46 310.00 6.84 6.82 824.05 838.94 7.44 311.00 6.82 6.81 822.86 837.71 7.43 I 312.00 6.81 6.79 821.67 836.49 7.41 313.00 6.79 6.77 820 .47 835.26 7.40 314.00 6.77 6.76 819.27 834.03 7.38 I 315.00 6.76 6.74 818.07 832.80 7.37 316.00 6.74 6.73 816.87 831.57 7.35 317.00 6.73 6.71 815.67 830.34 7.33 318.00 6.71 6.69 814.47 829.11 7.32 I 319.00 6.69 6.68 813.27 827.88 7.30 I HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW (i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 320.00 6.68 6.66 812.07 826.64 7.29 321. 00 6.66 6.65 810.86 825.41 7.27 322.00 6.65 6.63 809.66 824.17 7.26 323.00 6.63 6.62 808.45 822.94 7.24 324.00 6.62 6.60 807.25 821. 70 7.23 325.00 6.60 6.58 806.04 820.46 7.21 326.00 6.58 6.57 804.83 819.23 7.20 327.00 6.57 6.55 803.63 817.99 7.18 328.00 6.55 6.54 802.42 816.75 7.16 329.00 6.54 6.52 801.21 815.51 7.15 330.00 6.52 6.51 800.01 814.28 7.13 331.00 6.51 6.49 798.80 813.04 7.12 332.00 6.49 6.48 797.59 811.80 7.10 333.00 6.48 6.46 796.39 810.56 7.09 334.00 6.46 6.45 795.18 809.32 7.07 335.00 6.45 6.43 793.97 808.09 7.06 336.00 6.43 6.42 792.77 806.85 7.04 337.00 6.42 6.40 791. 56 805.61 7.03 338.00 6.40 6.39 790.36 804.38 7.01 339.00 6.39 6.37 789.15 803.14 7.00 340.00 6.37 6.35 787.95 801.91 6.98 I 341. 00 6.35 6.34 786.74 800.67 6.96 342.00 6.34 6.32 785.54 799.44 6.95 343.00 6.32 6.31 784.34 798.20 6.93 I 344.00 6.31 6.29 783.13 796.97 6.92 345.00 6.29 6.28 781.93 795.74 6.90 346.00 6.28 6.26 780.73 794.51 6.89 I 347.00 6.26 6.25 779.53 793.28 6.87 348.00 6.25 6.24 778.33 792.05 6.86 349.00 6.24 6.22 777.13 790.82 6.84 350.00 6.22 6.21 775.94 789.59 6.83 I 351.00 6.21 6.19 774.74 788.36 6.81 352.00 6.19 6.18 773.54 787.13 6.80 353.00 6.18 6.16 772.35 785.91 6.78 354.00 6.16 6.15 771.15 784.68 6.77 355.00 6.15 6.13 769.96 783.46 6.75 356.00 6.13 6.12 768.77 782.24 6.73 I 357.00 6.12 6.10 767.58 781.02 6.72 358.00 6.10 6.09 766.39 779.80 6.70 359.00 6.09 6.07 765.20 778.58 6.69 360.00 6.07 6.06 764.02 777.36 6.67 I 361.00 6.06 6.05 762.83 776.15 6.66 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 362.00 6.05 6.04 761. 66 774.94 6.64 363.00 6.04 6.02 760.48 773.74 6.63 364.00 6.02 6.01 759.31 772.54 6.61 365.00 6.01 6.00 758.15 771. 35 6.60 366.00 6.00 5.98 756.99 770.16 6.58 367.00 5.98 5.97 755.83 768.97 6.57 368.00 5.97 5.96 754.68 767.79 6.55 369.00 5.96 5.95 753.53 766.61 6.54 370.00 5.95 5.93 752.39 765.44 6.53 371.00 5.93 5.92 751. 25 764.27 6.51 372.00 5.92 5.91 750.11 763.11 6.50 373.00 5.91 5.90 748.98 761.95 6.48 374.00 5.90 5.88 747.85 760.79 6.47 375.00 5.88 5.87 746.73 759.64 6.45 376.00 5.87 5.86 745.61 758.49 6.44 377.00 5.86 5.85 744.49 757.34 6.42 378.00 5.85 5.83 743.38 756.20 6.41 I 379.00 5.83 5.82 742.27 755.06 6.40 380.00 5.82 5.81 741.16 753.93 6.38 381.00 5.81 5.80 740.06 752.79 6.37 I 382.00 5.80 5.79 738.96 751.67 6.35 383.00 5.79 5.77 737.86 750.54 6.34 384.00 5.77 5.76 736.77 749.42 6.33 385.00 5.76 5.75 735.68 748.31 6.31 I 386.00 5.75 5.74 734.60 747.19 6.30 387.00 5.74 5.72 733.51 746.08 6.28 388.00 5.72 5.71 732.43 744.97 6.27 389.00 5.71 5.70 731.36 743.87 6.26 390.00 5.70 5.69 730.28 742.77 6.24 391.00 5.69 5.68 729.21 741.67 6.23 392.00 5.68 5.66 728.15 740.58 6.22 393.00 5.66 5.65 727.08 739.49 6.20 394.00 5.65 5.64 726.02 738.40 6.19 395.00 5.64 5.63 724.96 737.31 6.17 396.00 5.63 5.62 723.91 736.23 6.16 397.00 5.62 5.60 722.86 735.15 6.15 398.00 5.60 5.59 721.81 734.08 6.13 399.00 5.59 5.58 720.76 733.00 6.12 400.00 5.58 5.57 719.72 731.93 6.11 401.00 5.57 5.56 718.68 730.87 6.09 402.00 5.56 5.54 717.64 729.80 6.08 I 403.00 5.54 5.53 716.60 728.74 6.07 I HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW (i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 404.00 5.53 5.52 715.57 727.68 6.05 405.00 5.52 5.51 714.54 726.63 6.04 406.00 5.51 5.50 713.52 725.57 6.03 407.00 5.50 5.49 712.49 724.52 6.02 408.00 5.49 5.47 711. 4 7 723.47 6.00 409.00 5.47 5.46 710.45 722.43 5.99 410.00 5.46 5.45 709.43 721.39 5.98 411.00 5.45 5.44 708.42 720.35 5.96 412.00 5.44 5.43 707.41 719.31 5.95 413.00 5.43 5.42 706.40 718.28 5.94 414.00 5.42 5.40 705.40 717.24 5.92 415.00 5.40 5.39 704.39 716.22 5.91 416.00 5.39 5.38 703.39 715.19 5.90 417.00 5.38 5.37 702.39 714.16 5.89 418.00 5.37 5.36 701. 40 713.14 5.87 419.00 5.36 5.35 700.40 712.12 5.86 420.00 5.35 5.34 699.41 711.11 5.85 421.00 5.34 5.32 698.42 710.09 5.84 422.00 5.32 5.31 697.44 709.08 5.82 423.00 5.31 5.30 696.45 708.07 5.81 424.00 5.30 5.29 695.47 707.07 5.80 425.00 5.29 5.28 694.49 706.06 5.79 426.00 5.28 5.27 693.51 705.06 5.77 427.00 5.27 5.26 692.54 704.06 5.76 428.00 5.26 5.24 691.57 703.06 5.75 429.00 5.24 5.23 690.60 702.07 5.74 430.00 5.23 5.22 689.63 701.08 5.72 431.00 5.22 5.21 688.66 700.09 5.71 432.00 5.21 5.20 687.70 699.10 5.70 433.00 5.20 5.19 686.74 698.11 5.69 434.00 5.19 5.18 685.78 697.13 5.67 435.00 5.18 5.17 684.82 696.15 5.66 436.00 5.17 5.16 683.87 695.17 5.65 437.00 5.16 5.14 682.92 694.19 5.64 438.00 5.14 5.13 681.97 693.22 5.63 439.00 5.13 5.12 681.02 692.25 5.61 440.00 5.12 5.11 680.07 691.28 5.60 441.00 5.11 5.10 679.13 690.31 5.59 442.00 5.10 5.09 678.19 689.34 5.58 443.00 5.09 5.08 677.25 688.38 5.56 444.00 5.08 5.07 676.31 687.42 5.55 445.00 5.07 5.06 675.38 686.46 5.54 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 28/dt-O (i) 28/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 446.00 5.06 5.05 674.45 685.50 5.53 447.00 5.05 5.04 673.51 684.55 5.52 448.00 5.04 5.02 672.59 683.60 5.51 449.00 5.02 5.01 671. 66 682.65 5.49 450.00 5.01 5.00 670.73 681.70 5.48 451. 00 5.00 4.99 669.81 680.75 5.47 452.00 4.99 4.98 668.89 679.81 5.46 453.00 4.98 4.97 667.97 678.87 5.45 454.00 4.97 4.96 667.06 677.93 5.43 455.00 4.96 4.95 666.14 676.99 5.42 456.00 4.95 4.94 665.23 676.05 5.41 457.00 4.94 4.93 664.32 675.12 5.40 458.00 4.93 4.92 663.41 674.19 5.39 459.00 4.92 4.91 662.51 673.26 5.38 460.00 4.91 4.90 661.60 672.33 5.36 461.00 4.90 4.89 660.70 671.40 5.35 462.00 4.89 4.88 659.80 670.48 5.34 463.00 4.88 4.87 658.90 669.56 5.33 464.00 4.87 4.85 658.00 668.64 5.32 465.00 4.85 4.84 657.11 667.72 5.31 466.00 4.84 4.83 656.22 666.81 5.30 467.00 4.83 4.82 655.33 665.89 5.28 468.00 4.82 4.81 654.44 664.98 5.27 469.00 4.81 4.80 653.55 664.07 5.26 470.00 4.80 4.79 652.67 663.17 5.25 4 71. 00 4.79 4.78 651.78 662.26 5.24 472.00 4.78 4.77 650.90 661.36 5.23 473.00 4.77 4.76 650.02 660.45 5.22 474.00 4.76 4.75 649.14 659.56 5.21 475.00 4.75 4.74 648.27 658.66 5.19 476.00 4.74 4.73 647.40 657.76 5.18 477.00 4.73 4.72 646.52 656.87 5.17 478.00 4.72 4.71 645.65 655.98 5.16 479.00 4.71 4.70 644.79 655.09 5.15 480.00 4.70 4.69 643.92 654.20 5.14 481.00 4.69 4.68 643.06 653.31 5.13 482.00 4.68 4.67 642.19 652.43 5.12 483.00 4.67 4.66 641.33 651.54 5.11 484.00 4.66 4.65 640.47 650.66 5.09 485.00 4.65 4.64 639.62 649.78 5.08 486.00 4.64 4.63 638.76 648.91 5.07 487.00 4.63 4.62 637.91 648.03 5.06 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 488.00 4.62 4.61 637.06 647.16 5.05 489.00 4.61 4.60 636.21 646.29 5.04 490.00 4.60 4.59 635.36 645.42 5.03 491. 00 4.59 4.58 634.51 644.55 5.02 492.00 4.58 4.57 633.67 643.69 5.01 493.00 4.57 4.56 632.83 642.82 5.00 494.00 4.56 4.55 631.99 641.96 4.99 495.00 4.55 4.54 631.15 641.10 4.98 496.00 4.54 4.53 630.31 640.24 4.96 497.00 4.53 4.52 629.48 639.38 4.95 498.00 4.52 4.51 628.64 638.53 4.94 499.00 4.51 4.50 627.81 637.68 4.93 500.00 4.50 4.49 626.98 636.82 4.92 501.00 4.49 4.48 626.14 635.97 4.92 502.00 4.48 4.47 625.30 635.12 4.91 503.00 4.47 4.46 624.46 634.26 4.90 504.00 4.46 4.45 623.62 633.40 4.89 505.00 4.45 4.44 622.78 632.54 4.88 506.00 4.44 4.43 621.94 631.68 4.87 507.00 4.43 4.43 621.10 630.82 4.86 508.00 4.43 4.42 620.26 629.96 4.85 509.00 4.42 4.41 619.41 629.10 4.84 510.00 4.41 4.40 618.57 628.23 4.83 511.00 4.40 4.39 617.72 627.37 4.82 512.00 4.39 4.38 616.87 626.50 4.82 513.00 4.38 4.37 616.02 625.64 4.81 514.00 4.37 4.36 615.18 624.77 4.80 515.00 4.36 4.35 614.33 623.90 4.79 516.00 4.35 4.34 613.48 623.04 4.78 517.00 4.34 4.33 612.63 622.17 4.77 518.00 4.33 4.32 611.78 621.30 4.76 519.00 4.32 4.31 610.93 620.43 4.75 520.00 4.31 4.30 610.08 619.56 4.74 521.00 4.30 4.29 609.22 618.69 4.73 522.00 4.29 4.28 608.37 617.82 4.72 523.00 4.28 4.27 607.52 616.95 4.71 524.00 4.27 4.27 606.67 616.08 4.71 525.00 4.27 4.26 605.82 615.21 4.70 526.00 4.26 4.25 604.97 614.34 4.69 527.00 4.25 4.24 604.11 613.47 4.68 528.00 4.24 4.23 603.26 612.60 4.67 529.00 4.23 4.22 602.41 611.73 4.66 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 530.00 4.22 4.21 601.56 610.86 4.65 531.00 4.21 4.20 600.71 609.99 4.64 532.00 4.20 4.19 599.86 609.12 4.63 533.00 4.19 4.18 599.00 608.25 4.62 534.00 4.18 4.17 598.15 607.38 4.61 535.00 4.17 4.17 597.30 606.51 4.60 536.00 4.17 4.16 596.45 605.64 4.60 537.00 4.16 4.15 595.60 604.77 4.59 538.00 4.15 4.14 594.75 603.91 4.58 539.00 4.14 4.13 593.90 603.04 4.57 540.00 4.13 4.12 593.05 602.17 4.56 541.00 4.12 4.11 592.20 601.30 4.55 542.00 4.11 4.10 591.36 600.44 4.54 543.00 4.10 4.09 590.51 599.57 4.53 544.00 4.09 4.09 589.66 598.71 4.52 545.00 4.09 4.08 588.82 597.84 4.51 546.00 4.08 4.07 587.97 596.98 4.50 547.00 4.07 4.06 587.12 596.11 4.49 548.00 4.06 4.05 586.28 595.25 4.49 549.00 4.05 4.04 585.43 594.39 4.48 550.00 4.04 4.03 584.59 593.53 4.47 551.00 4.03 4.02 583.75 592.67 4.46 552.00 4.02 4.02 582.91 591.81 4.45 553.00 4.02 4.01 582.07 590.95 4.44 554.00 4.01 4.00 581. 22 590.09 4.43 555.00 4.00 3.99 580.38 589.23 4.42 556.00 3.99 3.98 579.55 588.37 4.41 557.00 3.98 3.97 578.71 587.52 4.40 558.00 3.97 3.96 577.87 586.66 4.40 559.00 3.96 3.96 577.03 585.81 4.39 560.00 3.96 3.95 576.20 584.95 4.38 561.00 3.95 3.94 575.36 584.10 4.37 562.00 3.94 3.93 574.53 583.25 4.36 563.00 3.93 3.93 573.70 582.40 4.35 564.00 3.93 3.92 572.88 581.56 4.34 565.00 3.92 3.91 572.06 580.72 4.33 566.00 3.91 3.90 571.24 579.89 4.32 567.00 3.90 3.90 570.42 579.05 4.31 568.00 3.90 3.89 569.61 578.23 4.31 569.00 3.89 3.88 568.80 577.40 4.30 570.00 3.88 3.88 568.00 576.58 4.29 571.00 3.88 3.87 567.20 575.76 4.28 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O ( i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 572.00 3.87 3.86 566.40 574.94 4.27 573.00 3.86 3.85 565.60 574.13 4.26 574.00 3.85 3.85 564.81 573.32 4.25 575.00 3.85 3.84 564.02 572.51 4.25 576.00 3.84 3.83 563.23 571.71 4.24 577.00 3.83 3.83 562.45 570.90 4.23 578.00 3.83 3.82 561.67 570.11 4.22 579.00 3.82 3.81 560.89 569.31 4.21 580.00 3.81 3.81 560.11 568.52 4.20 581.00 3.81 3.80 559.34 567.73 4.20 582.00 3.80 3.79 558.57 566.94 4.19 583.00 3.79 3.78 557.80 566.16 4.18 584.00 3.78 3.78 557.03 565.37 4.17 585.00 3.78 3.77 556.27 564.60 4.16 586.00 3.77 3.76 555.51 563.82 4.15 587.00 3.76 3.76 554.75 563.05 4.15 588.00 3.76 3.75 554.00 562.27 4.14 589.00 3.75 3.74 553.25 561.51 4.13 590.00 3.74 3.74 552.50 560.74 4.12 591. 00 3.74 3.73 551.75 559.98 4.11 592.00 3.73 3.72 551.00 559.21 4.11 593.00 3.72 3.72 550.26 558.46 4.10 594.00 3.72 3.71 549.52 557.70 4.09 595.00 3.71 3.70 548.78 556.95 4.08 596.00 3.70 3.70 548.05 556.19 4.07 597.00 3.70 3.69 547.31 555.44 4.07 598.00 3.69 3.68 546.58 554.70 4.06 599.00 3.68 3.68 545.85 553.95 4.05 600.00 3.68 3.67 545.13 553.21 4.04 601.00 3.67 3.66 544.40 552.47 4.03 602.00 3.66 3.66 543.68 551.73 4.03 603.00 3.66 3.65 542.96 551.00 4.02 604.00 3.65 3.64 542.24 550.26 4.01 605.00 3.64 3.64 541.52 549.53 4.00 606.00 3.64 3.63 540.81 548.80 4.00 607.00 3.63 3.62 540.10 548.07 3.99 608.00 3.62 3.62 539.39 547.35 3.98 609.00 3.62 3.61 538.68 546.62 3.97 610.00 3.61 3.60 537.97 545.90 3.97 611.00 3.60 3.60 537.27 545.18 3.96 612.00 3.60 3.59 536.57 544.47 3.95 613.00 3.59 3.58 535.87 543.75 3.94 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 28/dt-O ( i) 28/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 614 .00 3.58 3.58 535.17 543.04 3.94 615.00 3.58 3 .57 534.47 542.33 3.93 616.00 3.57 3.56 533.78 541.62 3.92 617.00 3.56 3.56 533.08 540.91 3.91 618.00 3.56 3.55 532.39 540.20 3.91 619.00 3 .55 3.54 531.71 539.50 3.90 620.00 3.54 3.54 531.02 538.80 3.89 621. 00 3.54 3 .53 530.33 538.10 3.88 622.00 3 .53 3.52 529.65 537.40 3.88 623 .00 3.52 3.52 528.97 536.70 3.87 624.00 3.52 3 .51 528.29 536.01 3.86 625.00 3 .51 3 .50 527.61 535.32 3.85 626.00 3.50 3.50 526.93 534.63 3.85 627.00 3.50 3.49 526 .26 533.94 3.84 628.00 3.49 3 .49 525 .59 533.25 3.83 629.00 3.49 3.48 524.91 532.56 3.82 630.00 3.48 3.47 524 .25 531. 88 3.82 631.00 3.47 3 .47 523.58 531.20 3.81 632.00 3.47 3 .46 522.91 530.52 3.80 633.00 3.46 3 .45 522.25 529.84 3.80 634 .00 3.45 3.45 521.58 529.16 3.79 635 .00 3.45 3.44 520.92 528.49 3.78 636 .00 3.44 3 .44 520.26 527.81 3.77 637.00 3.44 3 .43 519.60 527 .14 3.77 638 .00 3 .43 3.42 518 .95 526.47 3.76 6 3 9.00 3.42 3.42 518.29 525.80 3.75 6 4 0.0 0 3.42 3.41 517 .64 525.13 3.75 64 1.00 3.41 3.40 516.99 524.47 3.74 642.00 3.40 3.40 516.34 523.80 3.73 643 .00 3.40 3.39 515.69 523.14 3.73 644 .00 3.39 3.39 515.04 522.48 3.72 645.00 3.39 3.38 514.40 521.82 3.71 646 .00 3.38 3.37 513 .75 521.16 3.70 647 .00 3 .37 3.37 513.11 520.50 3.70 648 .00 3 .37 3 .36 512.47 519.85 3.69 649 .00 3.36 3.35 511.83 519.19 3 .68 650 .00 3.35 3.35 511.19 518.54 3.68 651 .00 3.35 3.34 510.55 517.89 3.67 652 .00 3.34 3.34 509.92 517.24 3.66 653 .00 3.34 3.33 509.28 516 .59 3 .66 654 .00 3 .33 3 .32 508.65 515 .95 3 .65 655 .00 3 .32 3.32 508.02 515.30 3.64 HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 28/dt-O ( i) 28/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 656.00 3.32 3.31 507.39 514.66 3.64 657.00 3.31 3.31 506.76 514.02 3.63 658.00 3.31 3.30 506.13 513.38 3.62 659.00 3.30 3.29 505.51 512.74 3.62 660.00 3.29 3.29 504.88 512.10 3.61 661.00 3.29 3.28 504.26 511. 46 3.60 662.00 3.28 3.28 503.64 510.83 3.60 663.00 3.28 3.27 503.02 510.20 3.59 664.00 3.27 3.26 502.40 509.56 3.58 665.00 3.26 3.26 501.78 508.93 3.58 666.00 3.26 3.25 501.1 7 508.30 3.57 667.00 3.25 3.25 500.55 507.68 3.56 668.00 3.25 3.24 499.94 507.05 3.56 669.00 3.24 3.23 499.33 506.42 3.55 670.00 3.23 3.23 498.72 505.80 3.54 671.00 3.23 3.22 498.11 505.18 3.54 672.00 3.22 3.22 497.50 504.56 3.53 673.00 3.22 3.21 496.89 503.94 3.52 674.00 3.21 3.20 496.29 503.32 3.52 675.00 3.20 3.20 495.68 502.70 3.51 I 676.00 3.20 3.19 495.08 502.08 3.50 677.00 3.19 3.19 494.48 501.47 3.50 678.00 3.19 3.18 493.88 500.86 3.49 679.00 3.18 3.18 493.28 500.24 3.48 680.00 3.18 3.17 492.68 499.63 3.48 681.00 3.17 3.16 492.08 499.02 3.47 682.00 3.16 3.16 491.49 498.41 3.46 683.00 3.16 3.15 490.89 497.81 3.46 684.00 3.15 3.15 490.30 497.20 3.45 685.00 3.15 3.14 489.71 496.60 3.45 686.00 3.14 3.13 489.12 495.99 3.44 687.00 3.13 3.13 488.53 495.39 3.43 688.00 3.13 3.12 487.94 494.79 3.43 689.00 3.12 3.12 487.35 494.19 3.42 690.00 3.12 3.11 486.76 493.59 3.41 691.00 3.11 3.11 486.18 492.99 3.41 692.00 3.11 3.10 485.60 492.40 3.40 693.00 3.10 3.09 485.01 491.80 3.39 694.00 3.09 3.09 484.43 491.21 3.39 695.00 3.09 3.08 483.85 490.62 3.38 696.00 3.08 3.08 483.27 490.03 3.38 697.00 3.08 3.07 482.70 489.44 3.37 I HYDROGRAPH DISCHARGE TABLE Cont'd TIME INFLOW ( i) INFLOW ( j ) 2S/dt-O (i) 2S/dt+O ( j ) OUTFLOW min cfs cfs cfs cfs cfs 698.00 3.07 3.07 482.12 488.85 3.36 699.00 3.07 3.06 481. 55 488.26 3.36 700.00 3.06 3.06 480.97 487.67 3.35 701. 00 3.06 3.05 480.40 487.09 3.34 702.00 3.05 3.04 479.83 486.50 3.34 703.00 3.04 3.04 479.26 485.92 3.33 704.00 3.04 3.03 478.69 485.34 3.33 705.00 3.03 3.03 478.12 484.76 3.32 706.00 3.03 3.02 477.55 484.18 3.31 707.00 3.02 3.02 476.98 483.60 3.31 708.00 3.02 3.01 476.42 483.02 3.30 709.00 3.01 3.01 475.85 482.45 3.30 710.00 3.01 3.00 475.29 481.87 3.29 711.00 3.00 2.99 474.73 481.30 3.28 712.00 2.99 2.99 474.17 480.72 3.28 713.00 2.99 2.98 473.61 480.15 3.27 714.00 2.98 2.98 473.05 479.58 3.27 715.00 2.98 2.97 472.49 479.01 3.26 716.00 2.97 2.97 471. 94 478.44 3.25 717.00 2.97 2.96 471. 38 477.88 3.25 718.00 2 .96 2.96 470.83 477.31 3.24 719.00 2.96 2.95 470.27 476.75 3.24 720.00 2.95 0.00 469.72 476.18 3.23 Maximum outflow (cf s) = 9.89 Maximum storage (cu ft) = 30110 Maximum elevation (ft) = 4909.48 APPENDIXQ SWALE, OVERFLOW CHANNEL, AND RIP RAP CALCULATIONS Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is supercritical. Notes : DESIGN POINT "A" -RIPRAP CHANNEL Worksheet for Trapezoidal Channel x:\901806\riprap.fm2 DESIGN POINT "A" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth 0.060 25.000000 % 3.00 H: V 3.00 H: V 2.00 ft 6.55 0.39 ft 1.24 ft2 4.48 ft 4.35 ft 0.53 ft 0.076498 ft/ft 5.27 ft/s 0.43 ft 0.82 ft 1.74 The mannings coefficient of 0.06 was used because the depth of flow will be lower than the height of the riprap . V*S"0.17/(2.5-1)"0 .66 = 3.19 V = velocity S = slope RIPRAP CLASS = 6 --USE CLASS 12 None Apr 17, 1996 08:14:30 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is supercritical. DESIGN POINT "A" -RIPRAP CHANNEL (Q133) Worksheet for Trapezoidal Channel x:\901806\riprap.fm2 DESIGN POINT "A" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth 0.060 25.000000 % 3.00 H: V 3.00 H: V 2.00 ft 8.71 0.45 ft 1.53 ft2 4.87 ft 4.72 ft 0.62 ft 0.073529 ft/ft 5.71 ft/s 0.51 ft 0.96 ft 1.77 None Apr 17, 1996 08:15:42 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT 11 8 11 -RIPRAP CHANNEL Worksheet for Trapezoidal Channel x:\901806\riprap2.fm2 DESIGN POINT "B" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0 .060 25.000000 % Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is supercritical. Notes: 3 .00 H : V 3 .00 H : V 2.00 ft 12.99 ft3/s 0 .56 ft 2 .04 ft2 5 .51 ft 5 .33 ft 0 .76 ft 0 .069625 ft/ft 6 .38 ft/s 0.63 ft 1.19 ft 1.82 The mannings coefficient of 0.06 was used because the depth of the flow will be lower than the height of the riprap . V*S"0 .17/(2.5-1 )"0 .66 = 3.88 V = velocity S = slope RIPRAP CLASS= 6 ---USE CLASS 12 None Sep 6 , 1996 15:04:22 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT "B" -RIPRAP CHANNEL (Q133) Worksheet for Trapezoidal Channel x:\901806\riprap2 . fm2 DESIGN POINT "B" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0 .060 25.000000 % Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is supercritical. 3.00 H : V 3.00 H: V 2 .00 ft 17.28 ft3/s 0 .64 ft 2.51 ft2 6.05 ft 5.84 ft 0 .88 ft 0 .066992 ft/ft 6 .89 ft/s 0 .74 ft 1.38 ft 1.85 None Sep 16, 1996 11 :02 :52 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Dischar11e Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is supercritical. Notes : DESIGN POINT "C" -RIPRAP CHANNEL Worksheet for Trapezoidal Channel x:\901806\riprap2.fm2 DESIGN POINT "C" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth 0.060 25 .000000 % 3.00 H :V 3.00 H:V 4.00 ft 36.83 ft3/s 0.73 ft 4.56 ft2 8.65 ft 8.41 ft 1.06 ft 0.060765 ft/ft 8 .08 ft/s 1.01 ft 1.75 ft 1.93 The mannings coefficient of 0.06 was used because the depth of the flow will be lower than the height of the riprap . V-S"0.17/(2.5-1)A0 .66 = 4 .88 V = velocity S = slope RIPRAP CLASS = 12 -USE CLASS 18 None Apr 17, 1996 07:59 :42 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT "C" -RIPRAP CHANNEL (Q133) Worksheet for Trapezoidal Channel x:\901806\riprap2 . fm2 DESIGN POINT "C" -RIPRAP CHANNEL Trapezoidal Channel Manning 's Formula Channel Depth Mannings Coefficient 0 .060 Channel Slope 25.000000 % Left Side Slope 3 .00 H :V Right Side Slope 3 .00 H :V Bottom Width 4 .00 ft Discharge 48 .98 ft 3 /s Results Depth 0 .85 ft Flow Area 5 .59 ft2 Wetted Perimeter 9 .39 ft Top Width 9 .11 ft Critical Depth 1.23 ft Critical Slope 0.058408 ft/ft Velocity 8 .76 ft/s Velocity Head 1.19 ft Specific Energy 2 .05 ft Froude Number 1.97 Flow is supercritical. None Sep 16 , 1996 1 1 :03:41 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1b Page 1 of 1 I I Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is supercritical. Notes: DESIGN POINT "O" -RIPRAP CHANNEL Worksheet for Trapezoidal Channel x:\901806\riprap2.fm2 DESIGN POINT "D" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth 0.060 25.000000 % 3.00 H:V 3.00 H:V 10.00 ft 82.88 ft3/s 0.75 ft 9.18 ft2 14 .74 ft 14.50 ft 1.14 ft 0.055739 ft/ft 9.03 ft/s 1.27 ft 2.02 ft 2.00 The mannings coefficient of 0.06 was used because the depth of flow will be lower than the height of the riprap. \rSAQ.17/(2.5-1)A0 .66 = 5.44 V = velocity S = slope RIPRAP CLASS = 12 -USE CLASS 18 None Apr 17, 1996 07:51 :10 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 I Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT "D" -RIPRAP CHANNEL (Q133) Worksheet for Trapezoidal Channel x:\901806\riprap2. fm2 DESIGN POINT "D" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0 .060 Channel Slope 25 .000000 % Left Side Slope 3 .00 H :V Right Side Slope 3 .00 H:V Bottom Width 10.00 ft Dischar51e 110.23 ft3/s Results Depth 0 .88 ft Flow Area 11 .13 ft2 Wetted Perimeter 15.57 ft Top Width 15 .28 ft Critical Depth 1.35 ft Critical Slope 0 .053314 ft/ft Velocity 9 .90 ft/s Velocity Head 1.52 ft Specific Energy 2 .40 ft Froude Number 2 .05 Flow is supercritical. None Sep 16, 1996 11 :04:55 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 I I I I Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT "E" -RIPRAP CHANNEL Worksheet for Trapezoidal Channel x:\901806\riprap. fm2 DESIGN POINT "E" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0.060 Channel Slope 25.000000 % Left Side Slope 3.00 H:V Right Side Slope 3.00 H:V Bottom Width 2.00 ft Dischar51e 8.61 ft3/s Results Depth 0.45 ft Flow Area 1.51 ft2 Wetted Perimeter 4 .85 ft Top Width 4.71 ft Critical Depth 0.61 ft Critical Slope 0 .073647 ft/ft Velocity 5 .69 ft/s Velocity Head 0 .50 ft Specific Energy 0 .95 ft Froude Number 1.77 Flow is supercritical. Notes: The mannings coefficient of 0.06 was used because the depth of flow will be lower than the height of the riprap . V*S 11 0.17/(2.5-1)11 0.66 = 3 .47 V = velocity S = slope RIPRAP CLASS= 6 ---USE CLASS 12 None Sep 6 , 1996 14':59:40 Haestad Methods , Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 I I Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT "E" -RIPRAP CHANNEL (Q133) Worksheet for Trapezoidal Channel x:\901806\riprap.fm2 DESIGN POINT "E" -RIPRAP CHANNEL Trapezoidal Channel Manning 's Formula Channel Depth Mannings Coefficient 0 .060 Channel Slope 25 .000000 % Left Side Slope 3 .00 H :V Right Side Slope 3 .00 H :V Bottom Width 2 .00 ft Discharge 11.45 ft3/s Results Depth 0 .52 ft Flow Area 1.86 ft2 Wetted Perimeter 5 .30 ft Top Width 5 .13 ft Critical Depth 0.71 ft Critical Slope 0 .070828 ft/ft Velocity 6 .16 ft/s Velocity Head 0 .59 ft Specific Energy 1.11 ft Froude Number 1.80 Flow is supercritical. None Sep 16, 1996 1 1:10:34 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 I I I ··1 I I Project Description Project File Worksheet Flow Element Method Solve For Input Data SWALE FROM EAST FILING 4 INTO LAKE 1 Worksheet for Trapezoidal Channel x:\901806\port .fm2 SWALE A Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0 .030 Channel Slope Left Side Slope Right Side Slope Bottom Width Dischaq;le Results Depth Flow Area Wetted Perimeter Top W idth Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. Sep 1 7, 1996 09:26:26 2 .000000 % 4 .00 H :V 4 .00 H :V 6 .00 ft 6 .55 ft'/s 0 .31 ft 2 .27 ft2 8 .58 ft 8 .50 ft 0 .31 ft 0 .020670 ft/ft 2 .89 ftls 0 .13 ft 0.44 ft 0 .98 None Haest ad M e t hods , Inc. 37 Brookside Road W aterbury, CT 06708 (203) 755-1666 F lowM aste r v4 .1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data SWALE FROM EAST FIL 4 INTO LAKE 1 (Q133) Worksheet for Trapezoidal Channel x:\901806\port.fm2 SWALE A Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.030 3.000000 % Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is supercritical. 4 .00 H : V 4.00 H : V 6 .00 ft 8 .71 0 .33 ft 2 .40 f t2 8.70 ft 8 .62 ft 0.37 ft 0 .019671 ft/ft 3 .63 ft/s 0 .21 ft 0 .53 ft 1.21 None Sep 16, 1996 10:57 :47 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data SWALE FROM FILING 4 INTO LAKE 1 Worksheet for Trapezoidal Channel x :\901806\port. fm2 SWALE B Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0.030 Channel Slope Left Side Slope Right Side Slope Bottom Width Discharae Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. Sep 6 , 1996 16:19:45 1.000000 % 4 .00 H :V 4 .00 H :V 10.00 ft 12.99 ft3/s 0.43 ft 5 .06 ft2 13 .56 ft 13.45 ft 0.36 ft 0.019415 ft/ft 2 .57 ft/s 0 .10 ft 0.53 ft 0 .74 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data SWALE FROM FIL 4 INTO LAKE 1 (Q133) Worksheet for Trapezoidal Channel x:\901806\port.fm2 SWALE B Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0 .030 Channel Slope Left Side Slope Right Side Slope Bottom Width Discharae Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. Sep 16, 1996 10:58:23 1.000000 % 4 .00 H :V 4 .00 H :V 10 .00 ft 17.28 ft3/s 0 .51 ft 6 .12 ft2 14.19 ft 14.07 ft 0.43 ft 0 .018421 ft/ft 2 .83 ft/s 0.12 ft 0 .63 ft 0 .76 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data SWALE BETWEEN FILINGS INTO LAKE 2 Worksheet for Trapezoidal Channel x:\901806\port.fm2 SWALE C Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.030 1.000000 % Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. Sep 6, 1996 15 :10:31 4.00 H : V 4 .00 H : V 25.00 ft 47.47 ft3/s 0.55 ft 15.04 ft2 29.56 ft 29.42 ft 0.47 ft 0 .017347 ft/ft 3 .16 ft/s 0 .15 ft 0.71 ft 0.78 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data SWALE BETWEEN FILINGS INTO LAKE 2 (Q133) Worksheet for Trapezoidal Channel x:\901806\port. fm2 SWALE C Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.030 1.000000 % Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top W idth Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcrit ica l. Sep 16, 1996 10:59 :04 4 .00 H : V 4 .00 H : V 25 .00 ft 63.14 ft3/s 0 .65 ft 18 .04 ft2 30 .39 ft 30 .23 ft 0 .57 ft 0 .016391 ft/ft 3.50 ft/s 0.19 ft 0.84 ft 0 .80 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data FILING 5 & 6 OUTFALL SWALE INTO LAKE 3 Worksheet for Trapezoidal Channel x: \901806\port. fm2 SWALE D Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0 .030 Channel Slope Left Side Slope Right Side Slope Bottom Width Discharae Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. Sep 6 , 1996 15:21 :51 1.000000 % 4 .00 H :V 4 .00 H :V 12.00 ft 82.88 ft3/s 1.12 ft 18.40 ft2 21 .21 ft 20 .94 ft 1.01 ft 0 .014311 ft/ft 4 .50 ft/s 0 .32 ft 1.43 ft 0 .85 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data FIL 5 & 6 OUTFALL SWALE TO LAKE 3 (Q133) Worksheet for Trapezoidal Channel x:\901806\port.fm2 SWALE D Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.030 1.000000 % Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. Sep 16, 1996 11 :00:13 4.00 H: V 4.00 H : V 12.00 ft 110.23 1.30 ft 22 .45 ft2 22.75 ft 22 .43 ft 1.20 ft 0 .013670 ft/ft 4 .91 ft/s 0 .37 ft 1.68 ft 0 .87 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT "1" -LAKE 1 WEIR Worksheet for Trapezoidal Channel x:\901806\riprap . fm2 DESIGN POINT "1" -LAKE 1 WEIR OUTFALL Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0 .060 Channel Slope 1.000000 % Left Side Slope 4 .00 H :V Right Side Slope 4.00 H :V Bottom Width 10.00 ft Dischar51e 9 .89 ft3/s Results Depth 0 .55 ft Flow Area 6 .69 ft2 Wetted Perimeter 14 .53 ft Top Width 14 .39 ft Critical Depth 0.30 ft Critical Slope 0.081757 ft/ft Velocity 1.48 ft/s Velocity Head 0 .03 ft Specific Energy 0 .58 ft Froude Number 0.38 Flow is subcrit ical. Notes: The mannings coefficient of 0 .06 was used because the depth of flow will be lower than the height of the riprap. V*S"0 .17/(2.5-1)11 0 .66 = 2.0 V = velocity S = slope RIPRAP CLASS= 6-USE CLASS 12 None Sep 6, 1996 15:02 :43 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT "1" -LAKE 1 WEIR (Q133) Worksheet for Trapezoidal Channel x:\901806\riprap . fm2 DESIGN POINT "1" -LAKE 1 WEIR OUTFALL Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient Channel Slope 0.060 1.000000 % Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. Sep 16, 1996 11 :07:49 4 .00 H : V 4.00 H: V 10 .00 ft 13.15 0 .64 ft 8 .11 ft2 15 .32 ft 15.16 ft 0 .36 ft 0 .077478 ft/ft 1.62 ft/s 0 .04 ft 0 .69 ft 0 .39 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT "2" -RIPRAP CHANNEL Worksheet for Trapezoidal Channel x:\901806\riprap.fm2 DESIGN POINT "2" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0.060 Channel Slope 25.000000 % Left Side Slope 3.00 H :V Right Side Slope 3.00 H:V Bottom Width 2.00 ft Dischar51e 10.38 ft3/s Results Depth 0 .50 ft Flow Area 1.73 ft2 Wetted Perimeter 5.14 ft Top Width 4.98 ft Critical Depth 0 .68 ft Critical Slope 0.071779 ft/ft Velocity 6 .00 ft/s Velocity Head 0 .56 ft Specific Energy 1.05 ft Froude Number 1.79 Flow is supercritical. Notes: The mannings coefficient of 0.06 was used because the depth of flow will be lower than the height of the riprap . V*S 11 0.17/(2.5-1 )11 0.66 = 3 .63 V = velocity S = slope RIPRAP CLASS= 6 ----USE CLASS 12 None Sep 6 , 1996 15:01 :36 Haestad Methods , Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data DESIGN POINT "2" -RIPRAP CHANNEL (Q133) Worksheet for Trapezoidal Channel x:\901806\riprap.fm2 DESIGN POINT "2" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0.060 Channel Slope 25 .000000 % Left Side Slope 3.00 H :V Right Side Slope 3.00 H :V Bottom Width 2 .00 ft Dischar51e 13.81 ft3/s Results Depth 0 .57 ft Flow Area 2 .13 ft2 Wetted Perimeter 5 .62 ft Top Width 5.44 ft Critical Depth 0.78 ft Critical Slope 0.069046 ft/ft Velocity 6.48 ft/s Velocity Head 0 .65 ft Specific Energy 1.23 ft Froude Number 1.83 Flow is supercritical. None Sep 16, 1996 11 :08:32 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. Notes: DESIGN POINT "3B" -BRIDGE CHANNEL Worksheet for Trapezoidal Channel x:\901806\riprap.fm2 DESIGN POINT "38" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth 0.060 3.000000 % 4.00 H :V 4 .00 H :V 12.00 ft 25 .00 ft3/s 0.62 ft 8.97 ft2 17 .11 ft 16 .95 ft 0.48 ft 0.070443 ft/ft 2.79 ft/s 0.12 ft 0.74 ft 0.68 The mannings coefficient of 0 .06 was used because the depth of flow will be lower than the height of the river rock. V-S"0.17/(2.5-1 )"0.66 = 1.18 V = velocity S = slope RIVER ROCK CLASS = USE CLASS 9 None Apr 17, 1996 09:19:21 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 I Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharge Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is subcritical. DESIGN POINT "3B" -BRIDGE CHANNEL(Q133) Worksheet for Trapezoidal Channel x:\901806\riprap.fm2 DESIGN POINT "38" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth 0.060 3.000000 % 4.00 H:V 4.00 H:V 12.00 ft 33.25 ft3/s 0.73 ft 10.86 ft2 18.00 ft 17.83 ft 0.58 ft 0.066900 ft/ft 3.06 ft/s 0.15 ft 0.87 ft 0.69 None I Apr 17, 1996 09:20:26 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Dischar~e Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is supercritical. Notes : DESIGN POINT "3P" -RIPRAP CHANNEL Worksheet for Trapezoidal Channel x:\901806\riprap.fm2 DESIGN POINT "3P" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth 0.060 25.000000 % 3.00 H:V 3.00 H :V 4.00 ft 22.40 ft3/s 0.56 ft 3.21 ft2 7.56 ft 7.38 ft 0.80 ft 0.065215 ft/ft 6 .99 ft/s 0.76 ft 1.32 ft 1.87 The mannings coefficient of 0.06 was used because the depth of flow will be lower than the height of the riprap . V"S"0.17/(2.5-1)"0.66-= 4 .22 V = velocity S = slope RIPRAP CLASS = 12 -USE CLASS 18 None Apr 17, 1996 09 :04:44 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Bottom Width Discharae Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow is supercritical. DESIGN POINT "3P" -RIPRAP CHANNEL(Q133) Worksheet for Trapezoidal Channel x:\901806\riprap.fm2 DESIGN POINT "3P" -RIPRAP CHANNEL Trapezoidal Channel Manning's Formula Channel Depth 0.060 25 .000000 % 3.00 H:V 3.00 H:V 4.00 ft 29.79 ft3/s 0.66 ft 3.92 ft2 8.15 ft 7.94 ft 0 .94 ft 0.062609 ft/ft 7.60 ft/s 0.90 ft 1.55 ft 1.91 None Apr 17. 1996 09:05:58 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 I PORTNER RESERVOIR -BRIDGE CHANNELS Worksheet for Irregular Channel Project Description Project File Worksheet Flow Element Method Solve For x:\901806\bridges.fm2 BRIDGE CHANNEL Irregular Channel Manning's Formula Water Elevation Input Data Channel Slope 1.000000 % Elevation range : 10.00 ft to 13 .00 ft. Station {ft) Elevation {ft) 0.00 13.00 12.00 10.00 15 .00 15.01 18.00 18.01 23.00 23 .01 26 .00 26.01 28.00 28.01 31.00 31 .01 32 .00 44.00 Discharge Results Wtd . Mannings Coefficient Water Surface Elevation Flow Area Wetted Perimeter Top Width Depth 10.00 13 .00 13.00 10 .00 10 .00 13.00 13.00 10.00 10.00 13.00 13.00 10.00 10.00 13.00 25 .00 0.043 10.80 11.27 22 .31 17 .35 0.80 10.51 ffl/s ft ft2 ft ft ft ft Critical Water Elev. Critical Slope Velocity 0.044635 ft/ft Velocity Head Specific Energy Froude Number Full Flow Capacity Flow is subcritical. Flow is divided. 2.22 0.08 10 .87 0.49 257 .20 ft/s ft ft ffl/s Start Station 0.00 JR Engineering , Ltd . End Station 44.00 Apr 24, 1996 17:09:23 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Roughness 0.043 FlowMaster v4.1 b Page 1 of 2 I I I PORTNER RESERVOIR -BRIDGE CHANNELS Cross Section for Irregular Channel Project Description Project File Worksheet Flow Element Method Solve For Section Data x:\901806\bridges.fm2 BRIDGE CHANNEL Irregular Channel Manning's Formula Water Elevation Wtd. Mannings Coefficient Channel Slope 0.043 1.000000 % Water Surface Elevation Discharge 10.80 ft 25.00 ft3/s 13. - - -----~ -------,--------·----------..---..- I I I I I 12.5 - - ----1 -------,----,------1------- I 12.0 ------~-------~-------------~------~- ....... -.... -- C ] 11 .5 ro > Ql w ' I I I ------,------------ 11 .0 -------~---___ , ____________ --~------~- 10.5 1 I I I I I I I --,---- I I --,- 1 __ _,._ I ---I- _____ .._ _______ _ I I I --,- 10.0 '-------'-----'-____ _._ _ __. _ _._ _ __._ _ __,__~-i....-~__,__----'------'-----' Apr 26, 1996 08:08:00 0 .0 5.0 10.0 15.0 20.0 Station JR Engineering, Ltd . 25 .0 (ft) 30.0 35.0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 40.0 45.0 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data SWALE OUTFALL FROM LAKE 1 Worksheet for Trapezoidal Channel x:\901806\port.fm2 WEIR OUTFALL SWALE Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0.030 Channel Slope 1.000000 % Left Side Slope 4 .00 H:V Right Side Slope 4 .00 H :V Bottom Width 6 .00 ft Discharae 9.89 ft3/s Results Depth 0.48 ft Flow Area 3 .80 ft2 Wetted Perimeter 9 .95 ft Top Width 9 .84 ft Critical Depth 0.40 ft Critical Slope 0 .019248 ft/ft Velocity 2 .60 ft/s Velocity Head 0.11 ft Specific Energy 0 .58 ft Froude Number 0 .74 Flow is subcritical. Notes: FLOW SHOWN IS ROUTED FLOW FROM LAKE 1 Sep 6 , 1996 15:23 :19 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1 b Page 1 of 1 Project Description Project File Worksheet Flow Element Method Solve For Input Data SWALE OUTFALL FROM LAKE 1 (Q133) Worksheet for Trapezoidal Channel x:\901806\port.fm2 WEIR OUTFALL SWALE Trapezoidal Channel Manning's Formula Channel Depth Mannings Coefficient 0.030 Channel Slope 1.000000 % Left Side Slope 4 .00 H:V Right Side Slope 4 .00 H:V Bottom Width 6 .00 ft Discharae 13.15 ft3/s Results Depth 0 .56 ft Flow Area 4 .62 ft2 Wetted Perimeter 10.62 ft Top Width 10.49 ft Critical Depth 0.47 ft Critical Slope 0.018352 ft/ft Velocity 2 .84 ft/s Velocity Head 0 .13 ft Specific Energy 0 .69 ft Froude Number 0 .76 Flow is subcritical. Notes: FLOW SHOWN IS ROUTED FLOW FROM LAKE 1 Sep 16, 1996 10:27:15 None Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4 .1b Page 1 of 1 APPENDIXR LAKE SEEPAGE CALCULATIONS NUMBER OF NODAL POINTS------261 NUMBER OF ELEMENTS----------425 NUMBER OF DIFF. MATERIALS---12 ELEV A TION OF DATUM----------0.000 MATERIAL PROPERTIES MAT 1 2 3 4 5 6 7 8 9 10 11 12 NODE POINT INFORMATION NODE BC X 1 1 300.00 2 0 300.00 3 0 300 .00 4 0 300.00 5 0 300 .00 6 1 325.00 7 0 325.00 8 0 325 .00 9 0 325.00 10 0 325.00 11 1 350.00 12 0 350.00 13 0 350.00 14 0 350.00 15 0 350.00 16 1 375.00 17 0 375.00 18 0 375.00 19 0 375.00 20 0 375 .00 21 1 400 .00 22 0 400.00 23 0 400.00 24 0 400 .00 2S 0 400 .00 26 1 405 .33 27 0 402.94 28 0 400.55 29 0 402 .66 30 0 404.76 31 0 405.33 32 0 408.00 33 0 407 .43 34 0 405.05 35 0 407 .14 36 0 409.52 PLANE FLOW PROBLEM Kl 0.360E+02 0 .120E+00 0 .l00E+0l 0 .000E+00 0 .000E+00 0 .000E+00 0 .000E+00 0 .000E+00 0 .000E+00 0 .000E+00 0.000E+00 0.000E+00 y 102 .00 99.50 97.00 94.50 92.00 102 .00 99.50 97.00 94 .50 92.00 102.00 99 .50 97 .00 94 .50 92 . 00 102 .00 99.50 97.00 94 .50 92 . 00 102 .00 99 .50 97 .00 94.50 92. 00 103.33 102.60 101.87 101. 38 100.89 92 .00 104 .00 101 .55 102 .11 100.33 99.77 K2 0.360E+02 0 .120E+00 0 .l00E+0l 0 .000E+00 0 .000E+00 0.000E+00 0 .000E+00 0.000E+00 0 .000E+00 0 .000E+00 0 .000E+00 0 .000E+00 FLOW-HEAD 110.00 0.00 0.00 0.00 0.00 110.00 0.00 0.00 0.00 0.00 110.00 0.00 0 .00 0.00 0.00 110.00 0.00 0 .00 0 .00 0 .00 110.00 0 .00 0.00 0.00 0.00 110.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0 .00 0 .00 0 .00 37 0 410.67 92.00 0.00 38 1 410.67 104.67 110.00 39 0 410.09 102.22 0.00 40 0 412.76 102.88 0.00 41 0 415.98 98.25 0.00 42 0 416.00 92. 00 0.00 43 0 413.33 105.33 0 .00 44 1 416.00 106.00 110.00 45 0 419.22 101.37 0 .00 46 0 422.44 96.74 0.00 47 0 421. 33 92.00 0 .00 48 0 418.67 106.67 0.00 49 0 421.89 102.04 0 .00 50 0 424.56 102.70 0.00 51 0 424.97 96.15 0.00 52 0 426.67 92.00 0.00 53 1 421. 33 107.33 110.00 54 0 424.00 108.00 0.00 55 1 426.67 108.67 110 .00 56 0 427.08 102 .11 0.00 57 0 427 .50 95.56 0.00 58 0 430.03 94.96 0.00 59 0 432 .00 92. 00 0.00 60 0 429.33 109 .33 0.00 61 0 429.75 102.78 0 .00 62 0 432 .28 102.18 0.00 63 0 432 .55 94.37 0.00 64 0 435.08 93.78 0.00 65 0 437 .33 92.00 0.00 66 2 432 .00 110.00 0.00 67 0 434.67 110.67 0.00 68 0 434.94 102.85 0.00 69 0 437.54 97 . 72 0.00 70 0 437.61 93.18 0 .00 71 0 438.88 92.89 0.00 72 0 440.14 92.59 0.00 73 0 441.40 92.30 0.00 74 0 442 .67 92. 00 0.00 75 2 437 .33 111. 33 0 .00 76 0 437.47 102.26 0 .00 77 0 440 .14 100.18 0 .00 78 0 440.21 95.64 0 .00 79 0 440.21 94.26 0 .00 80 0 441. 4 7 93.97 0 .00 Bl 0 442 .74 93.67 0 .00 82 0 444.00 93.38 0 .00 83 0 444.00 92.00 0 .00 84 0 440.00 112. 00 0 .00 85 0 442.67 109 .92 0 .00 86 0 442.67 107 .17 0.00 87 0 445.40 99.17 0.00 BB 0 442.81 98 .09 0.00 89 0 442.81 96 .72 0 .00 90 0 442 .81 95 .34 0.00 91 0 444.07 95 .05 0.00 92 0 445 .33 94.75 0.00 93 0 445.33 93 .38 0.00 94 0 445.33 92.00 0.00 95 2 442 .67 112. 67 0.00 96 0 445 .33 110.58 0.00 97 0 448 .00 108.50 0.00 98 0 448.00 105.75 0.00 99 0 448 .00 103 .00 0.00 100 0 448.00 100.25 0.00 101 0 445 .40 97 .80 0.00 102 0 445.40 96 .42 0.00 103 0 446.67 96 .13 0.00 104 0 446.67 94 .75 0.00 105 0 446.67 93 .38 0.00 106 0 446.67 92.00 0.00 107 0 445.33 113.33 0 .00 108 0 448.00 111. 25 0.00 109 0 458 .00 111. 25 0.00 110 0 458 .00 108.50 0.00 111 0 458.00 105.75 0 .00 112 0 458 .00 103.00 0 .00 113 0 453 .00 97 .50 0 .00 114 0 448.00 98 .88 0 .00 115 0 448 .00 97.50 0 .00 116 0 448.00 96 .13 0.00 117 0 448 .00 94 .75 0.00 118 0 448 .00 93 .38 0.00 119 0 448.00 92 .00 0.00 120 2 448 .00 114 . 00 0.00 121 2 458.00 114. 00 0.00 122 0 460 .67 113.33 0.00 123 0 460.67 110.58 0.00 124 0 463.33 109 . 92 0.00 125 0 463.33 107.17 0 .00 126 0 460.60 99.17 0.00 127 0 458.00 100.25 0.00 128 0 458 .00 98.88 0 .00 129 0 458.00 97.50 0.00 130 0 456.33 94.75 0 .00 131 0 453 .83 94.75 0 .00 132 0 451.33 94.75 0.00 133 0 450 .50 94.75 0 .00 134 0 449.67 94.75 0.00 135 0 448 .83 94.75 0.00 136 0 448 .83 93.38 0 .00 137 0 448 .83 92. 00 0.00 138 2 463 .33 112. 67 0.00 139 0 466 .00 112. 00 0.00 140 2 468 .67 111. 33 0.00 141 0 468.53 102.26 0.00 142 0 465.86 100.18 0.00 143 0 463.19 98.09 0 .00 144 0 463.19 96. 72 0.00 145 0 460 .60 97.80 0.00 146 0 460 .60 96.42 0 .00 147 0 459.33 96.13 0.00 148 0 458.00 96.13 0 .00 149 0 457.17 94.75 0.00 150 0 456 .33 93.38 0 .00 151 0 455 .50 93.38 0.00 152 0 453.00 93.38 0.00 153 0 452 .17 93.38 0.00 154 0 451.33 93 .38 0.00 155 0 450 .50 93.38 0.00 156 0 449 .67 93.38 0.00 157 0 449 .67 92.00 0 .00 158 0 471 .33 110.67 0 .00 159 0 4 71 . 06 102.85 0 .00 160 0 468 .46 97. 72 0.00 161 0 465 .79 95.64 0.00 162 0 465 .79 94.26 0.00 163 0 463 .19 95.34 0.00 164 0 461.93 95.05 0.00 165 0 460 .67 94.75 0 .00 166 0 459.33 94 .75 0.00 167 0 458.00 94 .75 0.00 168 0 457.17 93 .38 0 .00 169 0 456.33 92.00 0.00 170 0 455.50 92.00 0.00 171 0 454.67 92 .00 0 .00 172 0 453.83 92.00 0.00 173 0 453.00 92.00 0.00 174 0 452.17 92 .00 0.00 175 0 451. 33 92 .00 0.00 176 0 450.50 92. 00 0.00 177 2 474.00 110.00 0.00 178 0 473.72 102.18 0 .00 179 0 473.45 94.37 0.00 180 0 470.92 93.78 0.00 181 0 468.39 93.18 0 .00 182 0 467.13 92.89 0 .00 183 0 464.53 93.97 0.00 184 0 463.26 93.67 0 .00 185 0 462.00 93.38 0 .00 186 0 460.67 93 .38 0 .00 187 0 459.33 93.38 0 .00 188 0 458.00 93.38 0.00 189 0 457.17 92 .00 0.00 190 0 476.67 109.33 0 .00 191 0 476.25 102.78 0 .00 192 0 475 .97 94. 96 0.00 193 0 474.00 92.00 0 .00 194 0 468.67 92.00 0.00 195 0 465.86 92.59 0.00 196 0 464.60 92 .30 0.00 197 0 463 .33 92. 00 0.00 198 0 462.00 92. 00 0.00 199 0 460.67 92. 00 0.00 200 0 459.33 92. 00 0.00 201 0 458.00 92.00 0.00 202 2 479.33 108.67 0.00 203 0 478.92 102 .11 0 .00 204 0 478 .50 95 .56 0.00 205 0 479.33 92 .00 0.00 206 0 482 .00 108.00 0.00 207 0 481.44 102.70 0.00 208 0 481.03 96.15 0.00 209 0 484 .67 92 .00 0.00 210 2 484 .67 107.33 0.00 211 0 484 .11 102 .04 0 .00 212 0 483 .56 96.74 0.00 213 0 486 .08 97.33 0 .00 214 0 490 .00 92. 00 0.00 215 0 487 .33 106.67 0.00 216 0 486.64 102.63 0 .00 217 0 488 .61 97 .93 0 .00 218 0 492 .55 98.85 0 .00 219 0 495.33 92. 00 0.00 220 2 490.00 106.00 0.00 221 0 489.31 101.96 0.00 222 0 491.97 101.30 0.00 223 0 495.91 102.22 0.00 224 0 496.48 99 .77 0.00 225 0 500 .67 92 . 00 0.00 226 0 492.67 105.33 0 .00 227 2 495.33 104.67 0.00 228 0 498 .00 104 .00 0.00 229 0 498 .57 101 .55 0.00 230 0 498 .86 100 .33 0.00 231 0 501. 24 100 .89 0.00 232 0 506 .00 97.00 0 .00 233 0 506 .00 94.50 0 .00 234 0 506 .00 92. 00 0.00 235 2 500 .67 103 .33 0 .00 236 0 500 .95 102 .11 0 .00 237 0 503.34 101.38 0.00 238 0 506.00 99 .50 0.00 239 0 531.00 99.13 0.00 240 0 531.00 96. 75 0.00 241 0 531.00 94.38 0.00 242 0 531.00 92.00 0.00 243 2 506.00 102.00 0.00 244 0 503.06 102.60 0.00 245 0 505.45 101.87 0.00 246 2 531.00 101.50 0.00 247 2 556.00 101 .00 0.00 248 0 556.00 98 .75 0.00 249 0 556.00 96 .50 0.00 250 0 556.00 94.25 0.00 251 0 556.00 92. 00 0.00 252 2 581.00 100 .50 0 .00 253 0 581.00 98.38 0.00 254 0 581.00 96 .25 0.00 255 0 581.00 94 .13 0.00 256 0 581.00 92 .00 0.00 257 2 606.00 100 .00 0.00 258 0 606.00 98 .00 0.00 259 0 606.00 96 .00 0.00 260 0 606.00 94 .00 0.00 261 0 606.00 92 .00 0.00 ELEMENT INFORMATION ELMT #1 #2 #3 #4 MAT ANGLE 1 2 6 1 l l 0 .0 2 7 6 2 2 l 0 .0 3 2 3 7 7 1 0 .0 4 3 8 7 7 1 0 .0 5 3 4 8 8 1 0 .0 6 8 4 9 9 1 0.0 7 9 4 5 5 1 0 .0 8 9 5 10 10 1 0.0 9 11 6 7 7 1 0.0 10 11 7 12 12 1 0.0 11 12 7 8 8 1 0 .0 12 12 8 13 13 1 0 .0 13 9 13 8 8 1 0 .0 14 13 9 14 14 1 0.0 15 10 14 9 9 1 0.0 16 10 15 14 14 1 0.0 17 16 11 12 12 1 0.0 18 17 16 12 12 1 0.0 19 13 17 12 12 1 0.0 20 13 18 17 17 1 0 .0 21 14 18 13 13 1 0 .0 22 18 14 19 19 1 0 .0 23 15 19 14 14 1 0 .0 24 19 15 20 20 1 0 .0 25 21 16 17 17 1 0 .0 26 21 17 22 22 1 0.0 27 18 22 17 17 1 0.0 28 18 23 22 22 1 0.0 29 19 23 18 18 1 0.0 30 19 24 23 23 1 0.0 31 20 24 19 19 1 0 .0 32 24 20 25 25 1 0.0 33 26 21 27 27 3 0.0 34 28 27 21 21 3 0 .0 35 28 21 22 22 1 0 .0 36 28 22 29 29 1 0 .0 37 22 23 29 29 1 0.0 38 30 29 23 23 1 0.0 39 30 23 31 31 1 0.0 40 31 23 24 24 1 0.0 41 24 25 31 31 1 0.0 42 26 33 32 32 3 0 .0 43 26 34 33 33 3 0 .0 44 26 27 34 34 3 0 .0 45 27 29 34 34 3 0 .0 46 28 29 27 27 3 0.0 47 30 34 29 29 3 0 .0 48 30 35 34 34 3 0 .0 49 30 31 35 35 1 0.0 50 36 35 31 31 1 0 .0 51 31 37 36 36 1 0 .0 52 38 32 39 39 3 0 .0 53 33 39 32 32 3 0.0 54 36 39 33 33 3 0.0 55 36 33 35 35 3 0 .0 56 35 33 34 34 3 0.0 57 36 40 39 39 3 0.0 58 36 41 40 40 3 0.0 59 37 41 36 36 1 0.0 60 37 42 41 41 1 0.0 61 38 39 43 43 3 0.0 62 40 43 39 39 3 0 .0 63 44 43 40 40 3 0 .0 64 44 40 45 45 3 0 .0 65 45 40 41 41 3 0 .0 66 46 45 41 41 3 0.0 67 46 41 42 42 1 0.0 68 42 47 46 46 1 0.0 69 44 45 48 48 3 0.0 70 48 45 49 49 3 0.0 71 46 49 45 45 3 0.0 72 46 50 49 49 3 0.0 73 46 51 50 50 3 0 .0 74 51 46 47 47 1 0 .0 75 47 52 51 51 1 0.0 76 53 48 49 49 3 0.0 77 53 49 54 54 3 0.0 78 49 50 54 54 3 0.0 79 55 54 50 50 3 0.0 80 55 50 56 56 3 0.0 81 51 56 50 50 3 0.0 82 57 56 51 51 3 0.0 83 57 51 52 52 1 0.0 84 58 57 52 52 1 0.0 85 52 59 58 58 1 0.0 86 55 56 60 60 3 0.0 87 61 60 56 56 3 0 .0 88 57 61 56 56 3 0.0 89 57 58 61 61 3 0 .0 90 62 61 58 58 3 0 .0 91 63 62 58 58 3 0.0 92 63 58 59 59 1 0.0 93 63 59 64 64 1 0.0 94 59 65 64 64 1 0 .0 95 66 60 61 61 3 0.0 96 66 61 62 62 3 0.0 97 66 62 67 67 3 0.0 98 68 67 62 62 3 0.0 99 69 68 62 62 3 0.0 100 63 69 62 62 3 0.0 101 63 64 69 69 3 0.0 102 70 69 64 64 3 0.0 103 70 64 65 65 1 0.0 104 70 65 71 71 1 0.0 105 72 71 65 65 1 0.0 106 72 65 73 73 1 0.0 107 74 73 65 65 1 0.0 108 75 67 68 68 3 0.0 109 75 68 76 76 3 0.0 ll0 68 69 76 76 3 0.0 lll 76 69 77 77 3 0 .0 ll2 78 77 69 69 3 0.0 ll3 70 78 69 69 3 0.0 ll4 70 79 78 78 3 0.0 ll5 70 71 79 79 3 0.0 ll6 71 80 79 79 3 0.0 ll7 72 80 71 71 3 0.0 ll8 72 81 80 80 3 0.0 ll9 72 73 81 81 3 0.0 120 82 81 73 73 3 0.0 121 74 82 73 73 3 0.0 122 74 83 82 82 3 0.0 123 75 85 84 84 3 0.0 124 75 86 85 85 3 0.0 125 75 76 86 86 3 0 .0 126 76 77 86 86 3 0.0 127 86 77 87 87 3 0 .0 128 88 87 77 77 3 0.0 129 88 77 78 78 3 0.0 130 88 78 89 89 3 0.0 131 79 89 78 78 3 0.0 132 90 89 79 79 3 0 .0 133 90 79 80 80 3 0.0 134 90 80 91 91 3 0.0 135 80 81 91 91 3 0.0 136 92 91 81 81 3 0.0 137 92 81 82 82 3 0.0 138 92 82 93 93 3 0.0 139 83 93 82 82 3 0.0 140 94 93 83 83 3 0.0 141 95 84 96 96 3 0.0 142 85 96 84 84 3 0.0 143 97 96 85 85 3 0 .0 144 97 85 98 98 3 0.0 145 98 85 86 86 3 0.0 146 99 98 86 86 3 0.0 147 99 86 87 87 3 0.0 148 100 99 87 87 3 0 .0 149 100 87 101 101 3 0.0 150 89 101 87 87 3 0 .0 151 88 89 87 87 3 0.0 152 90 101 89 89 3 0.0 153 90 102 101 101 3 0.0 154 90 91 102 102 3 0.0 155 102 91 103 103 3 0.0 156 92 103 91 91 3 0.0 157 92 104 103 103 3 0.0 158 92 93 104 104 3 0.0 159 104 93 105 105 3 0 .0 160 94 105 93 93 3 0.0 161 94 106 105 105 3 0 .0 162 95 96 107 107 3 0 .0 163 96 108 107 107 3 0.0 164 97 108 96 96 3 0.0 165 108 97 109 109 2 0.0 166 ll0 109 97 97 2 0 .0 167 97 98 ll0 ll0 2 0.0 168 lll ll0 98 98 2 0.0 169 98 99 lll lll 2 0 .0 170 ll2 lll 99 99 2 0.0 171 99 ll3 ll2 ll2 3 0.0 172 ll3 99 100 100 3 0.0 173 100 ll4 ll3 ll3 3 0 .0 174 100 101 ll4 ll4 3 0 .0 175 ll4 101 102 102 3 0.0 176 ll5 ll4 102 102 3 0.0 177 ll5 102 103 103 3 0.0 178 ll5 103 ll6 ll6 3 0 .0 179 103 104 ll6 ll6 3 0.0 180 ll7 ll6 104 104 3 0.0 181 ll 7 104 105 105 3 0.0 182 ll 7 105 ll8 ll8 3 0 .0 183 ll8 105 106 106 3 0.0 184 ll9 ll8 106 106 3 0 .0 185 120 107 108 108 3 0.0 186 120 108 121 121 2 0.0 187 109 121 108 108 2 0.0 188 121 109 122 122 3 0.0 189 123 122 109 109 3 0.0 190 ll0 123 109 109 3 0 .0 191 ll0 124 123 123 3 0 .0 192 ll0 lll 124 124 3 0 .0 193 125 124 lll lll 3 0 .0 194 ll2 125 lll lll 3 0 .0 195 125 ll2 126 126 3 0.0 196 127 126 ll2 ll2 3 0 .0 197 ll2 ll3 127 127 3 0 .0 198 127 ll3 128 128 3 0 .0 199 129 128 ll3 ll3 3 0 .0 200 129 ll3 130 130 3 0.0 201 130 ll3 131 131 3 0.0 202 132 131 ll3 ll3 3 0.0 203 133 132 ll3 ll3 3 0.0 204 ll3 ll5 133 133 3 0.0 205 ll5 ll3 ll4 ll4 3 0.0 206 134 133 115 115 3 0.0 207 ll5 ll6 134 134 3 0.0 208 134 ll6 135 135 3 0.0 209 ll7 135 ll6 ll6 3 0.0 210 ll7 136 135 135 3 0.0 211 ll7 ll8 136 136 3 0 .0 212 137 136 ll8 ll8 3 0 .0 213 119 137 ll8 ll8 3 0.0 214 138 122 123 123 3 0 .0 215 138 123 139 139 3 0.0 216 124 139 123 123 3 0 .0 217 140 139 124 124 3 0 .0 218 140 124 125 125 3 0 .0 219 140 125 141 141 3 0 .0 220 141 125 142 142 3 0.0 221 126 142 125 125 3 0.0 222 143 142 126 126 3 0.0 223 143 126 144 144 3 0 .0 224 126 145 144 144 3 0.0 225 127 145 126 126 3 0.0 226 127 128 145 145 3 0.0 227 146 145 128 128 3 0 .0 228 129 146 128 128 3 0 .0 229 129 147 146 146 3 0.0 230 129 148 147 147 3 0.0 231 129 130 148 148 3 0.0 232 130 149 148 148 3 0.0 233 130 150 149 149 3 0.0 234 130 151 150 150 3 0.0 235 130 131 151 151 3 0.0 236 151 131 152 152 3 0.0 237 132 152 131 131 3 0.0 238 132 153 152 152 3 0.0 239 132 133 153 153 3 0.0 240 133 154 153 153 3 0.0 241 134 154 133 133 3 0 .0 242 134 155 154 154 3 0.0 243 134 156 155 155 3 0 .0 244 134 135 156 156 3 0 .0 245 135 136 156 156 3 0 .0 246 157 156 136 136 3 0.0 247 157 136 137 137 3 0 .0 248 140 159 158 158 3 0 .0 249 140 141 159 159 3 0.0 250 141 160 159 159 3 0 .0 251 141 142 160 160 3 0.0 252 160 142 161 161 3 0 .0 253 143 161 142 142 3 0.0 254 143 144 161 161 3 0.0 255 161 144 162 162 3 0.0 256 163 162 144 144 3 0.0 257 163 144 145 145 3 0.0 258 163 145 146 146 3 0.0 259 163 146 164 164 3 0.0 260 147 164 146 146 3 0.0 261 165 164 147 147 3 0.0 262 165 147 166 166 3 0 .0 263 148 166 147 147 3 0.0 264 167 166 148 148 3 0 .0 265 167 148 149 149 3 0.0 266 167 149 168 168 3 0.0 267 168 149 150 150 3 0.0 268 169 168 150 150 3 0.0 269 169 150 170 170 3 0 .0 270 170 150 151 151 3 0.0 271 171 170 151 151 3 0.0 272 171 151 152 152 3 0.0 273 171 152 172 172 3 0.0 274 152 153 172 172 3 0.0 275 173 172 153 153 3 0.0 276 173 153 154 154 3 0.0 277 173 154 174 174 3 0 .0 278 174 154 155 155 3 0 .0 279 175 174 155 155 3 0 .0 280 175 155 176 176 3 0.0 281 155 156 176 176 3 0.0 282 157 176 156 156 3 0.0 283 177 158 178 178 3 0.0 284 159 178 158 158 3 0.0 285 159 160 178 178 3 0 .0 286 179 178 160 160 3 0.0 287 179 160 180 180 3 0.0 288 181 180 160 160 3 0.0 289 181 160 161 161 3 0.0 290 181 161 162 162 3 0 .0 291 181 162 182 182 3 0.0 292 162 183 182 182 3 0 .0 293 163 183 162 162 3 0 .0 294 163 164 183 183 3 0.0 295 164 184 183 183 3 0.0 296 165 184 164 164 3 0.0 297 165 185 184 184 3 0 .0 298 165 186 185 185 3 0 .0 299 165 166 186 186 3 0.0 300 186 166 187 187 3 0.0 301 167 187 166 166 3 0.0 302 167 188 187 187 3 0.0 303 167 168 188 188 3 0.0 304 188 168 189 189 3 0 .0 305 169 189 168 168 3 0.0 306 177 191 190 190 3 0.0 307 177 178 191 191 3 0.0 308 191 178 192 192 3 0.0 309 179 192 178 178 3 0 .0 310 179 193 192 192 -1 0 .0 311 179 180 193 193 1 0 .0 312 193 180 194 194 1 0.0 313 181 194 180 180 1 0 .0 314 181 182 194 194 1 0.0 315 195 194 182 182 1 0 .0 316 195 182 183 183 3 0.0 317 195 183 184 184 3 0.0 318 195 184 196 196 3 0 .0 319 196 184 185 185 3 0.0 320 197 196 185 185 3 0.0 321 197 185 198 198 3 0.0 322 185 186 198 198 3 0.0 323 199 198 186 186 3 0.0 324 199 186 187 187 3 0.0 325 199 187 200 200 3 0.0 326 200 187 188 188 3 0 .0 327 201 200 188 188 3 0 .0 328 201 188 189 189 3 0.0 329 202 190 203 203 3 0 .0 330 190 191 203 203 3 0 .0 331 204 203 191 191 3 0 .0 332 204 191 192 192 3 0 .0 333 204 192 205 205 1 0.0 334 205 192 193 193 1 0 .0 335 197 194 196 196 1 0.0 336 195 196 194 194 1 0 .0 337 202 207 206 206 3 0 .0 338 202 203 207 207 3 0.0 339 207 203 208 208 3 0.0 340 204 208 203 203 3 0.0 341 204 205 208 208 1 0 .0 342 209 208 205 205 1 0 .0 343 210 206 211 211 3 0 .0 344 206 207 211 211 3 0.0 345 212 211 207 207 3 0.0 346 212 207 208 208 3 0.0 347 212 208 209 209 1 0 .0 348 212 209 213 213 1 0 .0 349 214 213 209 209 1 0 .0 350 210 216 215 215 3 0.0 351 210 211 216 216 3 0 .0 352 216 211 213 213 3 0 .0 353 212 213 211 211 3 0 .0 354 217 216 213 213 3 0 .0 355 217 213 214 214 1 0.0 356 218 217 214 214 1 0.0 357 214 219 218 218 1 0 .0 358 220 215 221 221 3 0 .0 359 215 216 221 221 3 0 .0 360 217 221 216 216 3 0.0 361 217 222 221 221 3 0.0 362 217 218 222 222 3 0 .0 363 218 223 222 222 3 0.0 364 224 223 218 218 3 0.0 365 224 218 219 219 1 0 .0 366 225 224 219 219 1 0 .0 367 220 221 226 226 3 0.0 I 368 226 221 222 222 3 0 .0 369 227 226 222 222 3 0 .0 370 227 222 223 223 3 0.0 371 227 223 228 228 3 0 .0 I 372 228 223 229 229 3 0.0 373 224 229 223 223 3 0.0 374 224 230 229 229 3 0.0 375 224 225 230 230 1 0.0 376 231 230 225 225 1 0.0 377 225 232 231 231 1 0.0 378 225 233 232 232 1 0.0 379 234 233 225 225 1 0.0 380 235 228 229 229 3 0.0 381 235 229 236 236 3 0 .0 382 236 229 230 230 3 0.0 383 231 236 230 230 3 0 .0 384 231 237 236 236 3 0.0 385 231 232 237 237 1 0.0 386 232 238 237 237 1 0.0 387 238 232 239 239 1 0.0 388 232 240 239 239 1 0.0 389 232 233 240 240 1 0 .0 390 240 233 241 241 1 0 .0 391 241 233 234 234 1 0 .0 392 242 241 234 234 1 0.0 393 235 244 243 243 3 0 .0 394 235 236 244 244 3 0 .0 I 395 237 244 236 236 3 0 .0 396 245 244 237 237 3 0 .0 397 245 237 238 238 1 0.0 I 398 243 245 238 238 1 0.0 399 246 243 238 238 1 0.0 400 246 238 239 239 1 0.0 401 246 239 247 247 1 0.0 I 402 247 239 248 248 1 0.0 403 248 239 240 240 1 0.0 404 248 240 249 249 1 0 .0 405 240 241 249 249 1 0.0 I 406 249 241 250 250 1 0.0 407 241 242 250 250 1 0.0 408 250 242 251 251 1 0 .0 409 245 243 244 244 3 0 .0 I 410 252 247 248 248 1 0 .0 411 252 248 253 253 1 0.0 412 253 248 249 249 1 0 .0 413 253 249 254 254 1 0.0 414 254 249 250 250 1 0.0 415 255 254 250 250 1 0.0 416 250 251 255 255 1 0.0 I 417 255 251 256 256 1 0.0 418 253 257 252 252 1 0.0 419 253 258 257 257 1 0.0 420 254 258 253 253 1 0.0 421 259 258 254 254 1 0 .0 422 255 259 254 254 1 0.0 423 255 260 259 259 1 0.0 424 255 256 260 260 1 0.0 I I 425 260 256 261 NODAL FLOWS AND HEADS POSITION OF PHREATIC SURFACE PERCENTAGE OF 261 NODE HEAD AVAILABLE HEAD FLOW ABOVE ON BELOW 1 0.1100E+03 71.4% -0.2530E-01 • 2 0.1100E+03 71.4% • 3 0.1100E+03 71.4 % • 4 0.1100E+03 71.4 % • 5 0.1100E+03 71.4 % • 6 0 .1100E+03 71.4 % -0 .5675E-01 • 7 0 .1100E+03 71.4 % • 8 O.l 100E+03 71.4% • 9 0.1100E+03 71.4 % • 10 0 .l 100E+03 71.4 % • 11 0.1100E+03 71.4 % -0.151 0E-02 • 12 0 .l 100E+03 71.4 % • 13 0.1100E+03 71.4 % • 14 0.1100E+03 71.4 % • 15 0 .1100E+03 71.4 % • 16 0 .1100E+03 71.4 % 0 .1373E +00 • 17 0.l 100E+03 71.4 % • 18 0.l 100E+03 71.4 % • 19 0.1100E+03 71.4 % • 20 0.1100E+03 71.4 % • 21 0.1100E+03 71.4% 0 .1968E+0l • 22 0 .l 100E+03 71.4 % • 23 0 .l 100E+03 71.3 % • 24 0 .l 100E+03 71.3 % • 25 0 .l lO0E+03 71.3 % • 26 0 .l 100E+03 71.4 % 0 .8033 E-OI • 27 0 .1100E+03 71.4 % • 28 0 .1100E+03 71.4 % • 29 0.l 100E+03 71.3 % • 30 0.1100E+03 71.2 % • 31 0.1099E+03 71.1 % • 32 0 .1100E+03 71.2 % • 33 0 .l!00E+03 71.1 % • 34 0 .1100E+03 71.3 % • 35 0 .1099E+03 71.0% • 36 0.1099E+03 70 .9% • 37 0 .1099E+03 70.8% • 38 0 .1100E+03 71.4 % 0.7855 E-0I • 39 0 .1100E+03 71.1 % • 40 0 .1099E+03 71.1 % • 41 0.1099E+03 70 .5 % • 42 0 .1099E+03 70.4 % • 43 0 .1100E+03 71.3 % • 1 0.0 X y 44 0.1100E+03 71.4 % 0.1106E+OO * 45 0.1099E+03 70 .5 % * 46 0.1098E+03 69 .9% * 47 0.1098E+03 70.0% * 48 O.l 100E+03 71.2 % * 49 0 .1098E+03 70.3 % * 50 0.1098E+03 69 .9% * 51 0.1098E+03 69 .7% * 52 0.1097E+03 69.4 % * 53 0.1100E+03 71.4 % 0.1586E+OO * 54 0.1100E+03 71.1 % * 55 0.1100E+03 71.4 % 0.5873E+OO * 56 0.1097E+03 69.2 % * 57 0.1097E+03 69.4 % * 58 0.1097E+03 69 .0% * 59 0.1096E+03 68 .7% * 60 0 .1097E+03 69.2% * 61 0.1095E+03 68.1 % * 62 0.1094E+03 66.9% * 63 0.1096E+03 68.6% * 64 0.1095E+03 68 .1 % * 65 0.1095E+03 67 .6% * 66 0.1094E+03 67 .4% * 432 .02 109.43 67 0.1092E+03 65.5% * 434 .72 109 .17 68 0.1091E+03 65.2 % * 69 0.1091E+03 64 .7% * 70 0.1095E+03 67.5% * 71 0.1094E+03 67 .1 % * 72 0.1093E+03 66 .6% * 73 0.1092E+03 66 .1 % * 74 0.1092E+03 65 .6% * 75 0.1089E+03 63 .8% * 437 .37 108 .93 76 0.1089E+03 63 .5 % * 77 0.1086E+03 61.6% * 78 0.1089E+03 63 .5 % * 79 0.1090E+03 64 .6% * 80 0.1089E+03 63 .5 % * 81 0.1087E+03 62 .1 % * 82 0.1084E+03 60 .1 % * 83 0.1085E+03 60 .8% * 84 * 85 0.1083E+03 59 .6% * 442 .67 I 08.34 86 0.1083E+03 59 .4% * 87 0.1078E+03 55 .6 % • 88 0.1083E+03 59 .2% • 89 0.1084E+03 59 .8% • 90 0 .1085E+03 60 .5 % • 91 0.1082E+03 58 .8% • 92 0. 1079E+03 56 .6% • 93 0.1080E+03 57 .1 % * 94 0.1080E+03 57 .4 % • 95 • 96 • 97 0.1078E+03 55 .6% • 448 .00 107 .78 98 0.1077E+03 54 .8 % • 99 0.1074E+03 53 .0 % • 100 0.1073E+03 51.9 % • IOI 0.1078E+03 55 .7% • I 02 0.1078E+03 56 .0% • 103 0.1075E+03 53 .9% • 104 0.1076E+03 54 .1 % • 105 0.1076E+03 54 .3 % • 106 0.1076E+03 54.4 % • 107 * 108 • 109 • I IO 0.1066E+03 47.3 % • 451.17 106 .62 111 0. 1045E+03 32 .1 % • 458 .00 104 .49 I 12 0.1045E+03 32 .2 % • 113 0.1059E+03 41.8 % • 114 0.1072E+03 51.6 % • 115 0.1072E+03 51.5 % • 116 0.1072E+03 51.4% • 117 0.1072E+03 51.5 % • 118 0.1072E+03 51.6 % • 119 0 .1072E+03 51.6 % * 120 * 121 * 122 * 123 * 124 * 125 0.1037E+03 26 .7% • 462 .16 103 .74 126 0.1039E+03 27 .7% • 127 0.1045E+03 32 .2% • 128 0.1045E+03 32 .1 % • 129 0.1045E+03 31.9 % • 130 0.1049E+03 34 .9% • 131 0.1056E+03 40 .0% • 132 0.1063E+03 45 .0% * 133 0.1065E+03 46 .6% • 134 0. I 068E+03 48 .2% • 135 0 .1070E+03 49.9% * 136 0 .1070E+03 49 .9% • 137 0 .1070E+03 49 .9% * 138 * 139 * I 40 0.1026E+03 18 .3 % * 468 .53 102 .56 141 0.1026E+03 18.3 % * 468 .53 102 .56 142 0.1029E+03 20.4 % * 143 0 .1032E+03 23 .1 % * 144 0.103IE+03 22.2 % * 145 0.1038E+03 27 .2 % • I 146 0 .1037E+03 26 .6% • 147 0.104IE+03 29 .0% • 148 0 .1044E+03 31.7 % • 149 0.1046E +03 33 .1 % • 150 0.1049E+03 34 .7% • 151 0 .1051E+03 36.5% • 152 0.1058E+03 41.6% • 153 0.106IE+03 43 .3 % • 154 0.1063E+03 44 .9% • 155 0.1065E+03 46 .6% • 156 0.1068E+03 48.2 % • 157 0 .1068E+03 48 .3 % • 158 • 159 0.1022E+03 16 .0% • 470 .74 102 .23 160 0. 1023 E +03 16 .2% • 161 0.1025E+03 17.5% • 162 0.1023E+03 16 .1% • 163 0.1030E+03 21.1 % • 164 0.1032E+03 23 .2 % • 165 0.1036E+03 25 .6% • 166 0.1040E+03 28 .5 % • 167 0 .1044E+03 31.4 % • 168 0.1046E+03 33 .0% • 169 0 .1049E+03 34 .7% • 170 0 .1051E+03 36 .4% • 171 0 .1053E+03 38 .2 % • 172 0.1056E +03 39 .9% • 173 0 .1058E+03 41.6% • 174 0 .1061E+03 43.2% • 175 0.1063 E+03 44 .9% • 176 0.1065E+03 46 .6% * 177 * 178 0.1019E+03 13 .6% * 473 .71 101.91 179 0.1016E+03 II.I% * 180 0 .1016E+03 11.8 % * 181 0.1017E+03 12 .5 % * 182 0.1018E+03 13 .1 % * 183 0.1024E+03 17 .4% * 184 0.1027E+03 19 .0% * 185 0.1030E+03 21.4 % * 186 0.1035E+03 24 .9% * 187 0.1039E+03 28 .1 % * 188 0.1044E+03 31.2 % * 189 0.1046E+03 32 .9% * 190 * 191 0.1017E+03 12.2 % * 476 .21 101.70 192 0.1015E+03 10 .6% * 193 0.1015E+03 11.0% * 194 0.1017E+03 12 .4% • 195 0.1019E+03 13.7 % * 196 0.1020E+03 14.3 % * 197 0.1021E+03 14 .9% * 198 0.1029E+03 20 .5 % * 199 0.1034E+03 24 .6% * 200 0.1039E+03 28 .0% * 201 0.1043E +03 31.1 % • 202 • 203 0.10 l 5E +03 11.0% * 478 .88 101.54 204 0.1014E+03 10.2 % • 205 0.1014E+03 IO.I% • 206 • 207 0 .1014E+03 10 .2% * 481.36 101.43 208 O.IOI4E+03 9.8% * 209 0 .1013E+03 9.3 % * 210 • 21 I 0.10l3E+03 9.6% • 484 .04 101.35 212 O.I013E+03 9.4% • 213 0 .1013E+03 9.1% * 214 0 .1012E+03 8.7% • 215 • 216 0 .1013 E+03 9.2% • 486 .50 101.29 217 0 .1012E +03 8.8% • 218 0.1012E+03 8.4% • 219 0 .1012 E+03 8.3% • 220 • 221 0.1012 E+03 8.8 % • 489 .18 I 01.24 222 O.I012 E+03 8.5 % • 492 .00 101.19 223 0.IOI IE+03 8.1 % • 496 .16 101.14 224 O. IOI I E•03 8.1% • 225 O.IOI I E+03 7.8 % • 226 • 227 • 228 • 229 0.101 IE +03 7.9% • 498 .68 IOI.I I 230 0.101 I E+03 7.9 % • 231 0 .101 I E+03 7.7 % • 232 0.1010E +03 7.4 % • 233 0.1010E+03 7.4 % • 234 0 .1010E+03 7 .4% • 235 • 236 0 .1011E+03 7.7% * 501.19 101.08 237 0.1011E+03 7.6% * 503 .53 101.06 238 O.IOIOE+03 7.4 % * 506 .00 101.04 239 0.1008E+03 5.7% * 531.00 100 .80 240 0.1008E+03 5.7% * 241 0.1008E+03 5.7% * 242 0.1008E+03 5.7 % * 243 0.10I0E+03 7.4% * 506 .00 101.04 244 * 245 0 .1010E+03 7.5% * 505 .64 101.04 246 0.1008E+03 5.7% * 531 .00 100 .80 247 0.1005E+03 3.9% * 556 .00 100 .54 248 0.1005E+03 3 .9% * 556 .00 100 .54 249 0.1005E+03 3.9% * 250 0.1005E+03 3.9% * 251 0.1005E+03 3.9% * 252 0.1 000E +03 0.2% * 604.44 100.03 253 0. 1003E+03 2.0% * 254 0.1003E+03 2 .0% * 255 0.1003E+03 2.0% * 256 0.1003E+03 2 .0% * 257 0.1 000E+03 0.0% -0 .3070E+0 1 * 258 0.1000E+03 0.1 % * 259 0.1000E+03 0 .1 % * 260 0.1000E+03 0 .2% * 261 0.JO00E+03 0.2% * FLOW(-) 3 .1538E+00 FLOW(+) 3.1203E+00 FLOW(AVE) 3.1371E+00 ELEMENT FLOWRATES ELMT Vl V2 P-AXIS ANG RES V DIR OF V 1 -0.549E-05 0 .214E-02 0 .000E+00 0.214E-02 0 .901E+02 2 -0.165E-04 0.231E-02 0 .000E+00 0.231E-02 0.904E+02 3 -0.220E-04 0.879E-03 0.000E+00 0.879E-03 0.914E+02 4 0.ll0E-04 0.494E-03 0.000E+00 0.495E-03 0.887E+02 5 0. ll0E-04 0.659E-03 0.000E+00 0.659E-03 0 .890E+02 6 0.104E-03 -0.275E-03 0.000E+00 0.294E-03 -0 .692E+02 7 0 .989E-04 0.824E-03 0.000E+00 0 .830E-03 0.832E+02 8 0 .187E-03 -0.ll0E-03 0.000E+00 0 .217E-03 -0 .305E+02 9 0.000E+00 0.231E-02 0.000E+00 0 .231E -02 0 .900E+02 10 0.269E-03 -0.385E-03 0.000E+00 0 .469E-03 -0.SS0E+02 11 0.275E-03 0.604E-03 0.000E+00 0 .664E-03 0 .656E+02 12 0.439E-03 -0 . ll0E-02 0 .000E+00 0 .118E-02 -0.682E+02 13 0 .439E-03 -0 .220E-03 0.000E+00 0.491E -03 -0.266E+02 14 0.527E-03 -0.ll0E-02 0.000E+00 0 .122E-02 -0.644E+02 15 0 .522E-03 -0.549E-04 0.000E+00 0 .525E-03 -0.601E+0l 16 0 .560E-03 -0 .385E-03 0.000E+00 0.680E-03 -0.345E+02 17 0.000E+00 -0 .439E-03 0.000E+00 0.439E-03 -0.900E+02 18 0 .505E-03 -0.549E-02 0.000E+00 0.552E-02 -0.847E+02 19 0 .505E-03 -0.ll0E-02 0.000E+00 0 .121E-02 -0.653E+02 20 0 .989E-03 -0.593E-02 0 .000E+00 0 .601E-02 -0 .805E+02 21 0.989E-03 -0.ll0E-02 0 .000E+00 0 .148E-02 -0.480E+02 22 0 .125E-02 -0.374E-02 0 .000E+00 0.394E-02 -0. 715E+02 23 0.125E-02 -0.439E-03 0 .000E+00 0.133E-02 -0 .193E+02 24 0 .131E-0 2 -0.989E-03 0 .000E+00 0.164E-02 -0. 371E+02 25 0 .000E+00 -0 .549E -02 0 .000E+00 0 .549E-02 -0.900E+02 26 0.117E-01 -0.122E+00 0 .000E+00 0.123E+00 -0.845E+02 27 0 .117E-01 -0.599E-02 0 .000E+00 0 .131E-01 -0. 272E+02 28 0.190E-01 -0.794E-01 0.000E+00 0.817E-01 -0.765E+02 29 0.190E-01 -0.374E-02 0.000E+00 0.194E-01 -0.111E+02 30 0.234E-01 -0 .474E-01 0.000E+00 0.529E-01 -0.638E+02 31 0.234E-01 -0 .989E-03 0.000E+00 0 .234E-0l -0.242E+0l 32 0 .249E-01 -0 .163E-01 0.000E+00 0.297E-01 -0.331E+02 33 0 .426E-02 -0.170E-01 0.000E+00 0.176E-01 -0 .760E+02 34 0 .469E-02 -0 .191E-01 0.000E+00 0.197E-0l -0.762E+02 35 0 .302E+00 -0 .122E+00 0 .000E+00 0.325E+00 -0 .220E+02 36 0.263E+00 -0 .113E+00 0 .000E+00 0.286E+00 -0.233E+02 37 0.239E+00 -0 .794E-01 0 .000E+00 0.252E+00 -0 .184E+02 I 38 0.245E+00 -0 .830E-01 0.000E+00 0 .259E+00 -0 .187E+02 39 0.214E+00 -0 .443E-01 0.000E+00 0 .218E+00 -0 .117E+02 40 0 .211E+00 -0.474E-01 0.000E+00 0 .216E+00 -0.127E+02 41 0.225E+00 -0.163E-01 0.000E+00 0.226E+00 -0.413E+0l 42 0.133E-01 -0 .825E-02 0.000E+00 0 .157E-01 -0.317E+02 43 0.579E-02 -0 .171E-01 0.000E+00 0.181E-01 -0.713E+02 44 0 .416E-02 -0.167E-01 0 .000E+00 0.172E-01 -0.760E+02 45 0 .408E-02 -0 .171E-01 0.000E+00 0.176E-01 -0.765E+02 46 0 .405E-02 -0 .171E-01 0.000E+00 0.175E-01 -0.766E+02 47 0 .367E-02 -0 .157E-01 0.000E+00 0.161E-01 -0.768E+02 48 0 .365E-02 -0 .157E-01 0.000E+00 0.161E-01 -0.769E+02 49 0.254E+00 -0 .416E-01 0.000E+00 0.258E+00 -0.930E+0l 50 0.270E+00 -0 .451E-01 0.000E+00 0.274E+00 -0.947E+0l 51 0.272E+00 -0 .457E-01 0.000E+00 0.275E+00 -0.956E+0l 52 -0.735E-02 -0.157E-01 0.000E+00 0 .174E-01 -0 .115E+03 53 0. 141E-02 -0.545E-02 0.000E+00 0.563E-02 -0.755E+02 54 0.339E-02 -0.134E-01 0 .000E+00 0 .138E-01 -0 .758E+02 55 0.516E-02 -0.113E-01 0.000E+00 0.124E-01 -0 .654E+02 56 0.706E-02 -0.117E-01 0 .000E+00 0.137E-01 -0.589E+02 57 0.626E-02 -0.140E-01 0.000E+00 0.154E-01 -0.660E+02 58 0 .591E-02 -0.137E-0l 0 .000E+00 0 .149E-0l -0 .666E+02 59 0 .319E+00 -0.388E-01 0 .000E+00 0.321E+00 -0.693E+0l 60 0 .331E+00 -0.489E-01 0 .000E+00 0.334E+00 -0.841E+0l 61 0.140E-01 -0.207E-01 0.000E+00 0 .250E-01 -0.559E+02 62 0 .580E-02 -0.122E-01 0.000E+00 0.135E-01 -0 .646E+02 63 -0 .651E-02 -0.931E-02 0.000E+00 0.114E-01 -0 .125E+03 64 0.646E-02 -0.228E-01 0 .000E+00 0.237E-01 -0 .742E+02 65 0.912E-02 -0.114E-01 0.000E+00 0.146E-01 -0 .514E+02 66 0 .926E-02 -0.116E-01 0 .000E+00 0 .148E-01 - 0 . 513E+02 67 0.419E+00 -0.487E-01 0.000E+00 0.422E+00 -0.662E+0l 68 0 .414E+00 -0.406E-01 0 .000E+00 0.415E+00 -0 .561E+0l 69 0.154E-01 -0.165E-01 0.000E+00 0.226E-01 -0.470E+02 70 0.163E-01 -0.165E-01 0.000E+00 0.232E-01 -0 .453E+02 71 0.142E-01 -0.812E-02 0.000E+00 0.164E-01 -0.297E+02 72 0.228E-0l -0.722E-02 0.000E+00 0.239E-01 -0 .176E+02 73 0.142E-01 -0.417E -02 0.000E+00 0.148E-01 -0 .164E+02 74 0.530E+00 -0 .679E-01 0.000E+00 0.534E+00 -0.730E+0l 75 0.533E+00 -0 .708E-01 0.000E+00 0.538E+00 -0.757E+0l 76 -0.371E-02 -0 .304E-01 0.000E+00 0.306E-01 -0.970E+02 77 0 .240E-01 -0 .275E-0l 0.000E+00 0.365E-01 -0.488E+02 78 0.282E-01 -0.290E-01 0.000E+00 0.404E-0l -0.457E+02 79 -0.894E-02 -0.329E -0l 0.000E+00 0.340E-01 -0 .105E+03 80 0.302E-01 -0.467E-01 0.000E+00 0.556E-01 -0 .571E+02 81 0.405E-01 -0 .249E-02 0.000E+00 0.406E-01 -0 .352E+0l 82 0.182E-01 0 .541E-02 0.000E+00 0 .190E-01 0.166E+02 83 0.599E+00 -0 .439E-01 0.000E+00 0.601E+00 -0.419E+0l 84 0.708E+00 -0.693E-01 0 .000E+00 0.711E+00 -0 .560E+0l 85 0 .719E+00 -0.826E-01 0.000E+00 0.724E+00 -0 .655E+0l 86 0 .128E+00 -0.405E-01 0 .000E+00 0 .135E+00 -0 .175E+02 87 0 .606E-01 -0.193E-01 0.000E+00 0 .636E-01 -0 .177E+02 88 0 .538E-01 0.768E-02 0 .000E+00 0 .544E-01 0 .811E+0l 89 0 .241E-01 0.169E-01 0.000E+00 0.294E-01 0 .351E+02 90 0.729E -01 0 .187E-01 0 .000E+00 0 .753E -01 0 .144E+02 91 0.301E-01 0.320E-01 0.000E+00 0.440E-01 0 .468E+02 92 0.808E+00 -0.235E -01 0.000E+00 0.808E+00 -0 .167E+0l 93 0.989E+00 -0.658E-01 0.000E+00 0.991E+00 -0 .381E+0l 94 0.101E+0l -0.971E-01 0.000E+00 0 .101E+0l -0.551E+0l 95 0.940E-0l -0.172E-0l 0 .000E+00 0.956E-01 -0 .104E+02 96 0 .667E-01 -0.790E-02 0.000E+00 0.672E-01 -0 .676E+0l 97 0 .987E-0l -0 .676E-02 0.000E+00 0 .989E-0l -0 .392E+0l 98 0 .870E-01 -0.267E-02 0.000E+00 0 .870E-0l -0 .176E+0l 99 0.794E-0l 0 .275E-0l 0.000E+00 0 .841E-0l 0 .191E+02 100 0.849E-0l 0 .340E-01 0.000E+00 0 .915E-0l 0.218E+02 101 0.485E-0l 0 .881E-0l 0.000E+00 0 .l0lE+00 0.612E+02 102 0 .517E-01 0 .861E-0l 0.000E+00 0.l00E+00 0.590E+02 103 0 .116E+0l 0 .925E-01 0 .000E+00 0 .116E+0l 0.457E+0l 104 0.181E+0l -0.604E-01 0 .000E+00 0 .181E+0l -0.191E+0l 105 0.191E+0l -0.234E+00 0.000E+00 0.192E+0l -0 .699E+0l 106 0.191E+0l -0.259E+00 0.000E+00 0.193E+0l -0.770E+0l 107 0 .191E+0l -0.251E+00 0 .000E+00 0.193E+0l -0.746E+0l 108 0.903E-01 -0.255E-02 0.000E+00 0.903E-0l -0.162E+0l 109 0.916E-01 -0.307E-02 0.000E+00 0.916E-01 -0.192E+0l 110 0.l0lE+00 0.386E-0l 0.000E+00 0.108E+00 0.208E+02 111 0 .134E+00 0.391E-01 0.000E+00 0 .139E+00 0.163E+02 112 0.112E+00 0.617E-0l 0.000E+00 0.128E+00 0.288E+02 113 0.132E+00 0.873E-0l 0.000E+00 0.159E+00 0.334E+02 114 0.113E+00 0.108E+00 0.000E+00 0.156E+00 0.438E+02 115 0.893E-0l 0.165E+00 0.000E+00 0.187E+00 0.615E+02 116 0.143E+00 0.113E+00 0.000E+00 0.182E+00 0.382E+02 117 0.103E+00 0.208E+00 0.000E+00 0 .233E+00 0 .636E+02 118 0.184E+00 0 .130E+00 0.000E+00 0.226E+00 0.351E+02 119 0.121E+00 0.282E+00 0.000E+00 0 .307E+00 0.668E+02 120 0 .258E+00 0.150E+00 0.000E+00 0.298E+00 0.302E+02 121 0.150E+00 0.408E+00 0.000E+00 0.435E+00 0 .698E+02 122 0.499E+00 0.702E-0l 0.000E+00 0.504E+00 0.800E+0l 124 0.109E+00 -0.182E-01 0.000E+00 0.ll0E+00 -0.952E+0l 125 0 .114E+00 -0.273E-02 0.000E+00 0.114E+00 -0 .137E+0l 126 0.107E+00 0.470E-02 0.000E+00 0.107E+00 0.252E+0l 127 0.156E+00 -0.131E -01 0 .000E+00 0.157E+00 -0.480E+0l 128 0.170E+00 0.578E-0l 0.000E+00 0.179E+00 0.188E+02 129 0.173E+00 0.626E-01 0.000E+00 0.184E+00 0.199E+02 130 0 .179E+00 0 .567E-01 0.000E+00 0.188E+00 0.176E+02 131 0.158E+00 0.108E+00 0 .000E+00 0.191E+00 0 .344E+02 132 0.186E+00 0.780E-0l 0.000E+00 0.202E+00 0.227E+02 133 0.154E+00 0 .157E+00 0 .000E+00 0 .219E+00 0.456E+02 134 0.217E+00 0 .953E-01 0.000E+00 0 .237E+00 0.237E+02 135 0 .191E+00 0.157E+00 0.000E+00 0.248E+00 0.395E+02 136 0 .259E+00 0.915E-01 0 .000E+00 0.275E+00 0.195E+02 137 0 .249E+00 0 .115E+00 0 .000E+00 0.274E+00 0.247E+02 138 0 .318E+00 0.485E-01 0 .000E+00 0.321E+00 0 .869E+0l 139 0 .318E+00 0.702E-0l 0.000E+00 0.325E+00 0.125E+02 140 0 .363E+00 0.262E-0l 0.000E+00 0.364E+00 0.414E+0l 144 0 .993E-0l -0 .543E -01 0.000E+00 0 .113E+00 -0.287E+02 145 0.117E+00 -0.182E-0l 0 .000E+00 0 .118E+00 -0.888E+0l 146 0.969E-0l -0 .929E-0l 0.000E+00 0 .134E+00 -0 .438E+02 147 0.160E+00 -0.117E-0l 0 .000E+00 0.161E+00 -0.416E+0l 148 0.221E+00 -0.525E-0l 0.000E+00 0 .227E+00 -0 .134E+02 149 0 .194E+00 0.104E-01 0.000E+00 0 .195E+00 0.306E+0l 150 0 .214E+00 0 .104E-01 0 .000E+00 0.214E+00 0.279E+0l 151 0 .170E+00 0.567E-01 0 .000E+00 0 .179E+00 0.184E+02 152 0.186E+00 0.780E-01 0.000E+00 0 .202E+00 0 .228E+02 153 0.233E+00 0 .284E -0l 0 .000E+00 0 .234E+00 0.697E+0l 154 0.21 2 E+00 0.770E-01 0.000E+00 0 .226E+00 0.199E+02 155 0.247E+00 0.439E-0l 0.000E+00 0.250E+00 0.101E+02 156 0.247E+00 0.420E-0l 0 .000E+00 0 .251E+00 0. 963E+0l 157 0 .269E+00 0.209E-01 0 .000E+00 0 .270E+00 0 .444E+0l 158 0.269E+00 0 .485E-0l 0 .000E+00 0 .273E+00 0 .102E+02 159 0.296E+00 0 .225E-0l 0.000E+00 0 .297E+00 0 .435E+0l 160 0. 296E+00 0.262E -0l 0 .000E+00 0 .297E+00 0 .507E+0l 161 0 .312E+00 0 .107E-0l 0.000E+00 0.312E+00 0.197E+0l 167 0.415E-0l -0 .651E-02 0.000E+00 0.420E-0l -0.891E+0l 168 0.386E-01 0.412E-02 0.000E+00 0.388E-01 0.609E+0l 169 0.367E-01 -0 .112E-0l 0.000E+00 0.383E-01 -0 .169E+02 170 0 .349E-01 0 .631E-03 O.OOOE+OO 0.349E-Ol 0 .103E+Ol 171 0.291E+OO -0.182E-01 O .OOOE+OO 0.292E+OO -0 .357E+Ol 172 0.253E+OO -0.525E-Ol O.OOOE+OO 0.259E+OO -0 .117E+02 173 0.265E+OO -0.304E-Ol O.OOOE+OO 0.267E+OO -0 .653E+Ol 174 0 .233E+OO -0.304E-Ol O.OOOE+OO 0.235E+OO -0 .743E+Ol 175 0.209E+OO 0.285E-Ol O.OOOE+OO 0.211E+OO 0.777E+Ol 176 0.247E+OO -0.122E-01 O.OOOE+OO 0.247E+OO -0 .283E+Ol 177 0.238E+OO 0 .866E-02 O.OOOE+OO 0 .238E+OO 0.208E+Ol 178 0 .254E+OO -0.620E-02 O.OOOE+OO 0.254E+OO -0 .140E+Ol I 179 0.254E+OO 0.209E-01 O.OOOE+OO 0.255E+OO 0.471E+Ol 180 0 . 271E+OO 0 .453E-02 O.OOOE+OO 0. 271E+OO 0.959E+OO 181 0. 271E+OO 0.225E-Ol O.OOOE+OO 0. 271E+OO 0.475E+Ol 182 0 .284E+OO 0.903E -02 O.OOOE+OO 0.285E+OO 0.182E+Ol 183 0 .284E+OO 0 .107E-Ol O.OOOE+OO 0.285E+OO 0.216E+Ol 184 0. 291E+OO 0 .433E-02 O.OOOE+OO 0. 291E+OO 0 .852E+OO 194 0 .183E+OO 0.525E-02 0.000E+OO 0.183E+OO 0 .165E+Ol 195 0.190E+OO -0.340E-01 O.OOOE+OO 0 .193E+OO -0.102E+02 196 0.246E+OO 0 .418E-02 O.OOOE+OO 0.246E+OO 0.973E+OO 197 0.266E+OO 0 .418E-02 O.OOOE+OO 0.267E+OO 0.899E+OO 198 0.275E+OO -0 .114E-Ol O.OOOE+OO 0.275E+OO -0.237E+Ol 199 0 .278E+OO -0.231E-01 O.OOOE+OO 0.279E+OO -0.475E+Ol 200 0.278E+OO -0.175E -01 O.OOOE+OO 0.279E+OO -0.359E+Ol 201 0 .285E+OO -0,981E-02 O.OOOE+OO 0.285E+OO -0 .197E+Ol 202 0.280E+OO -0.113E-Ol O .OOOE+OO 0.280E+OO -0.231E+Ol 203 0.275E+OO -0.865E -02 O.OOOE+OO 0.275E+OO -0.180E+Ol 204 0.270E+OO -0.421E-02 O.OOOE+OO 0.271E+OO -0.891E+OO 205 0 .270E+OO -0 .122E-Ol O .OOOE+OO 0.271E+OO -0.259E+Ol 206 0.274E+OO -0 .754E-03 O.OOOE+OO 0.274E+OO -0.158E+OO 207 0.265E+OO -0 .620E-02 O.OOOE+OO 0.265E+OO -0.134E+Ol 208 0.274E+OO 0 .463E-02 O .OOOE+OO 0.274E+OO 0.968E+OO 209 0 .274E+OO 0 .453E -02 O.OOOE+OO 0 .274E+OO 0.947E+OO 210 0 .274E+OO 0 .492E-02 O.OOOE+OO 0.274E+OO 0.103E+Ol 211 0 .281E+OO 0 .903E-02 O.OOOE+OO 0.281E+OO 0.184E+Ol 212 0 .281E+OO 0.228E-02 O.OOOE+OO 0.281E+OO 0.465E+OO 213 0 .284E+OO 0.433E-02 0.000E+OO 0 .284E+OO 0.872E+OO 220 0.172E+OO -0.704E-01 O .OOOE+OO 0 .186E+OO -0.223E+02 221 0 .202E+OO -0.384E -01 O .OOOE+OO 0.206E+OO -0 .107E+02 222 0 .212E+OO -0 .895E -01 O.OOOE+OO 0 .230E+O O -0 .229E+02 223 0 .212E+OO -0. 892E -01 O.OOOE+OO 0.230E+OO -0.22 8E+02 224 0 .250E+OO -0.493E-01 O .OOOE+OO 0 .255E+O O -0 .1 12E+02 225 0 .224E+OO -0.493E-Ol O .OOOE+OO 0.229E+OO -0 .1 24E+02 226 0 .260E+OO -0.114E-Ol O.OOOE+OO 0.260E+OO -0.251E+Ol 227 0.238E+OO -0.626E-01 O .OOOE+OO 0.246E+OO -0 .147E+02 228 0.276E+OO -0.231E-Ol O.OOOE+OO 0.277E+OO -0 .480E+Ol 229 0.271E+OO -0.341E-Ol O.OOOE+OO 0.273E+OO -0.718E+Ol 230 0.282E+OO -0.232E-Ol O .OOOE+OO 0.283E+OO -0 .471E+Ol 231 0.288E+OO -0 .232E-Ol O.OOOE+OO 0.289E+OO -0.462E+Ol 232 0 .290E+OO -0 .263E-Ol O.OOOE+OO 0.292E+OO -0 .518E+Ol 233 0 .290E+OO -0.136E-Ol O .OOOE+OO 0.291E+OO -0.268E+Ol 234 0 .293E+OO -0 .136E-Ol O .OOOE+OO 0 .293E+OO -0.266E+Ol 235 0 .285E+OO -0.873E-02 O .OOOE+OO 0 .285E+OO -0.176E+Ol 236 0 .286E+OO -0.733E-02 O.OOOE+OO 0 .286E+OO -0.147E+Ol 237 0 .280E+OO -0.366E -02 O .OOOE+OO 0.280E+OO -0 .750E+OO 238 0.281E+OO -0.161E-02 O .OOOE+OO 0.281E+OO -0 .328E+OO 239 0 .275E+OO -0 .527E-02 O .OOOE+OO 0.275E+OO -0. llOE+Ol 240 0.280E+OO -0.190E -03 O.OOOE+OO 0.280E+OO -0.390E-01 241 0.274E+OO -0 .338E -02 O .OOOE+OO 0.274E+OO -0 .707E+OO 242 0 .278E+OO 0.167E-02 O .OOOE+OO 0.278E+OO 0 .343E+OO 243 0 .279E+OO 0 .189E -02 O.OOOE+OO 0 .279E+OO 0 .388E+OO 244 0 .274E+OO 0 .189E -0 2 O.OOOE+OO 0 .274E+OO 0.394E+OO 245 0 .279E+OO 0 .492E -02 O.OOOE+OO 0.279E+OO 0.101E+Ol 246 0.279E+OO 0.960E -03 O.OOOE+OO 0.279E+OO 0.197E+OO 247 0 .281E+OO 0.228E -02 O.OOOE+OO 0.281E+OO 0 .464E+OO 250 0.139E+OO -0.636E -01 O.OOOE+OO 0.153E+OO -0 .245E+02 251 0 .166E+OO -0.640E -01 O .OOOE+OO 0 .178E+OO -0 .211E+02 252 0.142E+OO -0 .895E -01 O .OOOE+OO 0.168E+OO -0 .323E+02 253 0.213E+OO -0.906E-01 O.OOOE+OO 0.232E+OO -0.230E+02 254 0 .214E+OO -0.892E-01 O.OOOE+OO 0.232E+OO -0.226E+02 255 0 .192E+OO -0.142E+OO O.OOOE+OO 0.239E+OO -0.365E+02 256 0 .222E+OO -0.lllE+OO O.OOOE+OO 0.248E+OO -0.266E+02 257 0 .224E+OO -0 .lllE+OO O .OOOE+OO 0.250E+OO -0.264E+02 258 0 .270E+OO -0.626E-01 O .OOOE+OO 0.277E+OO -0.131E+02 259 0 .251E+OO -0.108E+OO O.OOOE+OO 0.274E+OO -0.232E+02 260 0 .281E+OO -0.787E-01 O.OOOE+OO 0. 292E+OO -0.156E+02 261 0.287E+OO -0.647E-01 O.OOOE+OO 0.294E+OO -0.127E+02 262 0.306E+OO -0 .462E-01 O.OOOE+OO 0.310E+OO -0 .858E+Ol 263 0 .282E+OO -0.462E-01 O.OOOE+OO 0.286E+OO -0 .930E+Ol 264 0 .300E+OO -0.293E-01 O.OOOE+OO 0.301E+OO -0 .559E+Ol 265 0.295E+OO -0.293E-01 O.OOOE+OO 0.297E+OO -0 .567E+Ol 266 0 .295E+OO -0.181E-01 O.OOOE+OO 0.296E+OO -0 .351E+Ol 267 0 .298E+OO -0.181E-01 O.OOOE+OO 0.298E+OO -0 .348E+Ol 268 0.298E+OO -0.512E-02 O.OOOE+OO 0.298E+OO -0.984E+OO 269 0 .294E+OO -0.512E-02 O.OOOE+OO 0.294E+OO -0 .996E+OO 270 0.293E+OO -0 .404E-02 O.OOOE+OO 0.293E+OO -0 . 791E+OO 271 0.290E+OO -0.404E-02 O.OOOE+OO 0.290E+OO -0 .800E+OO 272 0.286E+OO -0 .169E-02 O.OOOE+OO 0.286E+OO -0 .340E+OO 273 0.287E+OO -0 .381E-03 O.OOOE+OO 0.287E+OO -0 .762E-01 274 0.281E+OO -0 .367E-02 O .OOOE+OO 0.281E+OO -0.747E+OO 275 0.284E+OO -0 .325E-03 O.OOOE+OO 0.284E+OO -0.654E-01 276 0 .280E+OO -0 . 311E-02 O.OOOE+OO 0.280E+OO -0.638E+OO 277 0 .282E+OO -0.166E-03 O.OOOE+OO 0.282E+OO -0 .337E-01 278 0.278E+OO -0 .231E-02 O.OOOE+OO 0.278E+OO -0.476E+OO 279 0 .280E+OO 0.616E-04 O.OOOE+OO 0.280E+OO 0 .126E-01 280 0.280E+OO 0 .114E-03 O.OOOE+OO 0 .280E+OO 0 .232E-01 281 0.279E+OO 0.119E-03 O.OOOE+OO 0.279E+OO 0 .245E-01 282 0.280E+OO 0.963E-03 O.OOOE+OO 0.280E+OO 0 .197E+OO 285 0.104E+OO -0.458E-01 O.OOOE+OO 0 .114E+OO -0 .238E+02 286 0 .108E+OO -0.502E-01 O.OOOE+OO 0.119E+OO -0 .250E+02 287 0 .627E-01 -0.117E+OO O.OOOE+OO 0.133E+OO -0 .618E+02 288 0.665E-01 -0.115E+OO O.OOOE+OO 0.133E+OO -0 .599E+02 289 0.163E+OO -0 .116E+OO O .OOOE+OO 0 .200E+OO -0 .355E+02 290 0 .138E+OO -0 .142E+OO O.OOOE+OO 0.198E+OO -0 .459E+02 291 0. lllE+OO -0 .208E+OO O.OOOE+OO 0.235E+OO -0 .619E+02 292 0.174E+OO -0.147E+OO O.OOOE+OO 0.227E+OO -0 .402E+02 293 0.186E+OO -0 .198E+OO O.OOOE+OO 0. 272E+OO -0 .469E+02 294 0 .257E+OO -0 .129E+OO O.OOOE+OO 0.287E+OO -0 .268E+02 295 0.228E+OO -0 .197E+OO O .OOOE+OO 0.302E+OO -0 .409E+02 296 0.302E+OO -0 .126E+OO O.OOOE+OO 0.327E+OO -0.227E+02 297 0 .295E+OO -0 .144E+OO O.OOOE+OO 0.328E+OO -0.260E+02 298 0.371E+OO -0 .697E-01 O .OOOE+OO 0.377E+OO -0.106E+02 299 0.306E+OO -0 .697E-01 0.000E+OO 0.314E+OO -0 .128E+02 300 0.338E+OO -0 .394E-01 O .OOOE+OO 0.340E+OO -0.666E+Ol 301 0.300E+OO -0.394E-01 O.OOOE+OO 0 .302E+OO -0 .749E+Ol 302 0.316E+OO -0.237E-01 O.OOOE+OO 0.317E+OO -0.430E+Ol 303 0.305E+OO -0.237E-01 O .OOOE+OO 0 .305E+OO -0.446E+Ol 304 0.305E+OO -0.680E-02 O.OOOE+OO 0.305E+OO -0.128E+Ol 305 0 .301E+OO -0 .680E-02 O.OOOE+OO 0.301E+OO -0.130E+Ol 308 0.803E -01 -0.347E-01 O.OOOE+OO 0.875E-01 -0 .234E+02 309 0.400E-01 -0.478E-01 O .OOOE+OO 0.624E-01 -0 .501E+02 310 0.103E+Ol 0.289E-01 O.OOOE+OO 0.103E+Ol 0 .161E+Ol 311 0.125E+Ol 0.807E-01 O .OOOE+OO 0.125E+Ol 0.369E+Ol 312 0.127E+Ol 0.120E+OO O .OOOE+OO 0.128E+Ol 0 .537E+Ol 313 0 .145E+Ol -0.104E+OO O .OOOE+OO 0.145E+Ol -0 .410E+Ol 314 0.221E+Ol 0 .746E-01 O.OOOE+OO 0.221E+Ol 0 .193E+Ol 315 0.233E+Ol 0.275E+OO O.OOOE+OO 0.234E+Ol 0 .674E+Ol 316 0.127E+OO -0 .259E+OO O.OOOE+OO 0.288E+OO -0.639E+02 317 0.221E+OO -0 .168E+OO O.OOOE+OO 0.278E+OO -0 .371E+02 318 0 .148E+OO -0 .345E+OO 0.000E+OO 0 .375E+OO -0.668E+02 319 0.306E+OO -0 .192E+OO O.OOOE+OO 0 .361E+OO -0 .321E+02 320 0.182E+OO -0.490E+OO O.OOOE+OO 0.523E+OO -0 .697E+02 321 0.596E+OO -0 .883E-01 O.OOOE+OO 0.603E+OO -0 .842E+Ol 322 0.371E+OO -0.883E-01 O .OOOE+OO 0.381E+OO -0.134E+02 323 0 .425E+00 -0.354E-01 0 .000E+00 0 .427E+00 -0.476E+0l 324 0 .338E+00 -0 .354E-01 0 .000E+00 0.339E+00 -0 .599E+0l 325 0 .357E+00 -0 .170E-01 0 .000E+00 0.357E+00 -0.273E+0l 326 0.316E+00 -0 .170E-01 0.000E+00 0.316E+00 -0.308E+0l 327 0.324E+00 -0 .940E-02 0 .000E+00 0.324E+00 -0 .166E+0l 328 0.309E+00 -0 .940E-02 0.000E+00 0.309E+00 -0.174E+0l 331 0.573E -01 -0.241E-01 0.000E+00 0.622E-01 -0 .228E+02 332 0 .333E-01 -0.331E-01 0.000E+00 0.469E-01 -0.448E+02 . 333 0 .902E+00 0.813E-01 0.000E+00 0 .905E+00 0.515E+0l 334 0.920E+00 0.102E+00 0.000E+00 0.926E+00 0.635E+0l 335 0.233E+0l 0 .298E+00 0.000E+00 0 .235E+0l 0 .728E+0l 336 0.233E+0l 0 .307E+00 0.000E+00 0 .235E+0l 0 .748E+0l 339 0.450E-01 -0.150E-01 0 .000E+00 0.475E-01 -0 .184E+02 340 0.269E-01 -0.222E-01 0.000E+00 0 .348E -01 -0 .396E+02 341 0.768E+00 0.499E-01 0.000E+00 0.770E+00 0 . 3 72E+0l 342 0.696E+00 0.793E-01 0.000E+00 0.700E+00 0.650E+0l 345 0.303E-01 -0.993E-02 0.000E+00 0.319E-01 -0 .181E+02 346 0 .226E-01 -0.135E-01 0 .000E+00 0.264E-01 -0.309E+02 347 0 .684E+00 0.688E-01 0 .000E+00 0 .687E+00 0.574E+0l 348 0.607E+00 0.507E-01 0 .000E+00 0.609E+00 0.478E+0l 349 0.555E+00 0.645E-01 0 .000E+00 0 .559E+00 0.663E+0l 352 0 .245E-01 -0.608E-02 0 .000E+00 0 .253E-01 -0.139E+02 353 0 .192E-01 -0.876E-02 0 .000E+00 0 .211E-01 -0.245E+02 354 0 .169E-01 -0.528E-02 0 .000E+00 0 .177E-01 -0.174E+02 355 0 .548E+00 0.595E-01 0 .000E+00 0 .552E+00 0.620E+0l 356 0 .485E+00 0 .447E-01 0 .000E+00 0.487E+00 0.526E+0l 357 0 .463E+00 0.530E-01 0 .000E+00 0 .466E+00 0.653E+0l 360 0 .196E-01 -0.358E-02 0 .000E+00 0 .199E-01 -0.104E+02 361 0 .152E-01 -0.284E-02 0 .000E+00 0.155E-01 -0 .106E+02 362 0 .142E-01 -0.173E-02 0.000E+00 0.143E-01 -0.697E+0l 363 0 .130E-01 -0.200E-02 0 .000E+00 0.132E-01 -0.871E+0l 364 0.122E-01 -0.657E-03 0.000E+00 0.122E-01 -0.309E+0l 365 0 .425E+00 0.375E-01 0 .000E+00 0 .426E+00 0.505E+0l 366 0.400E+00 0.411E-01 0.000E+00 0.403E+00 0.586E+0l 373 0 . lllE-01 -0.904E-03 0.000E+00 0.112E-01 -0 .464E+0l 374 0 . ll0E -01 -0.756E-03 0.000E+00 0.lllE-01 -0 .392E+0l 375 0 .384E+00 0.320E-01 0.000E+00 0 .385E+00 0 .477E+0l 376 0 .353E+00 0.253E-01 0 .000E+00 0.354E+00 0 .4 1 0E+Ol 377 0 .350E+00 0.255E-01 0.000E+00 0.351E+0 0 0 .4 16 E+0 l 378 0.372E+00 0 .247E-02 0 .000E+00 0.372E+00 0.381E+00 379 0.373E+00 -0 .549E-03 0.000E+00 0.373E+00 -0 .843E -0l 382 0.103E-01 -0 .929E-03 0.000E+00 0.104E-01 -0 .514E+0l 383 0 .980E-02 0.691E-03 0.000E+00 0.983E-02 0 .403E+0l 384 0 .923E-02 0.576E-03 0.000E+00 0. 925E -02 0 .357E+0l 385 0 .333E+00 0.488E-02 0.000E+00 0 .333E+00 0 .839E+00 386 0 .324E+00 -0 .109E-02 0 .000E+00 0 .324E+00 -0 .193E+00 387 0.353E+00 -0.109E-02 0 .000E+00 0.353E+00 -0 .176E+00 388 0 .353E+00 -0.166E-02 0.000E+00 0.353E+00 -0 .270E+00 389 0.354E+00 0.253E-02 0.000E+00 0 .354E+00 0 .410E+00 390 0.354E+00 -0 .173E-02 0.000E+00 0.354E+00 -0 .281E+00 391 0.354E+00 -0.604E-03 0 .000E+00 0.354E+00 -0 .978E -01 392 0.354E+00 -0 .578E-03 0 .000E+00 0.354E+00 -0.936E-01 403 0.366E+00 -0.173E-02 0.000E+00 0 .366E+00 -0.271E+00 404 0 .366E+00 -0.292E-02 0 .000E+00 0.366E+00 -0 .457E+00 405 0.366E+00 -0.173E-02 0 .000E+00 0 .366E+00 -0.271E+00 406 0.366E+00 -0.195E -02 0.000E+00 0.366E+00 -0 .305E+00 407 0 .366E+00 -0 .578E-03 0 .000E+00 0.366E+00 -0.904E-01 408 0.366E+00 0 .183E-03 0 .000E+00 0 .366E+00 0 .286E-01 411 0.379E+00 0.542E-01 0.000E+00 0.383E+00 0 . 813E+0l 412 0.375E+00 -0.296E-02 0 .000E+00 0 .375E+00 -0 .452E+00 413 0 .374E+00 -0 .517E-03 0.000E+00 0.374E+00 -0 . 791E-01 414 0 .374E+00 -0.195E-02 0.000E+00 0.374E+00 -0 .299E+00 415 0 .374E+00 0.259E-03 0 .000E+00 0.374E+00 0.396E-01 416 0.374E+00 0.244E-03 0.000E+00 0 .374E+00 0.374E-01 417 0 .374E+00 -0 .982E-07 0 .000E+00 0.374E+00 -0.150E-04 418 0.646E+00 -0 .372E+0l 0.000E+00 0 .377E+0l -0.801E+02 419 0.391E+OO 0.208E+OO O .OOOE+OO 420 0 .388E+OO -0.517E-03 0.000E+OO 421 0 .377E+OO 0 .146E+OO O.OOOE+OO 422 0.376E+OO 0.259E-03 O.OOOE+OO 423 0.369E+OO 0.864E-01 O.OOOE+OO 424 0.369E+OO O.OOOE+OO O .OOOE+OO 425 0 .367E+OO 0.284E-01 O .OOOE+OO NODAL FLOWS AND HEADS POSITION OF PHREATIC SURFACE 0 .443E+OO 0 .388E+OO 0 .405E+OO 0.376E+OO 0.379E+OO 0.369E+OO 0.368E+OO PERCENTAGE OF NODE HEAD y AVAILABLE HEAD BELOW X 1 • 2 • 3 • 4 • 5 • 6 • 7 • 8 • 9 • IO • 11 • 12 • 13 • 14 • 15 • 16 • 17 • 18 • 19 • 20 • 21 • 22 • 23 • 24 • 25 • 26 • 27 • 28 • 29 • 30 • 31 • 32 • 33 • 34 • 35 • 36 • 0.280E+02 -0 .764E-01 0 .212E+02 0 .394E-01 0 .132E+02 O .OOOE+OO 0.442E+Ol FLOW ABOVE ON 37 • 38 • 39 • 40 • 41 * 42 * 43 * 44 * 45 • 46 * 47 * 48 • 49 • 50 • 51 * 52 • 53 • 54 • 55 * 56 * 57 * 58 * 59 * 60 * 61 * 62 * 63 * 64 * 65 * 66 * 67 * 68 * 69 * 70 * 71 • 72 • 73 • 74 * 75 • 76 • 77 • 78 • 79 • 80 • 81 • 82 • 83 • 84 • 85 • 86 • 87 • 88 • 89 • 90 • 91 * 92 • 93 • 94 • 95 * 96 * 97 * 98 * 99 • 100 * 101 * 102 * 103 * 104 * 105 * 106 * 107 * 108 * 109 * 110 * Ill * 112 * 113 * 114 * 115 * I 116 * 117 * 118 * 119 * 120 * 121 * 122 * 123 * 124 * 125 * 126 * 127 * 128 * 129 * 130 * 131 * 132 * 133 * 134 * 135 * 136 * 137 * 138 * 139 * 140 * 141 * 142 * 143 * 144 * 145 * 146 * 147 * 148 • 149 * 150 • 151 * 152 * 153 * 154 • 155 * 156 • 157 • 158 • 159 • 160 • 161 * 162 • 163 * 164 * 165 * 166 * 167 * 168 * 169 * 170 * 171 * 172 * 173 * 174 * 175 * 176 * 177 * 178 * 179 * 180 * 181 * 182 * 183 * 184 * 185 * 186 * 187 * 188 * 189 * 190 * 191 * 192 * 193 * 194 * 195 * 196 * 197 * 198 * 199 * 200 * 201 * 202 * 203 * 204 * 205 * 206 • 207 • 208 • 209 • 210 * 211 * 212 * 213 * 214 • 215 * 216 * 217 * 218 * 219 * 220 * 221 * 222 * 223 * 224 * 225 * 226 * 227 * 228 * 229 * 230 * 231 * 232 * 233 * 234 * 235 * 236 * 237 * 238 * 239 * 240 * 241 * 242 * 243 * 244 * 245 * 246 * 247 * 248 * 249 * 250 * 251 * 252 * 253 * 254 * 255 * 256 * 257 * 258 * 259 * 260 * 261 * FLOW(-) ELEMENT FLOWRATES ELMT Vl 1 -0 .894E-09 2 0.857E-01 3 0.857E-0l 4 0.567£-01 5 0.567E-01 6 0.282E-0l 7 0.282£-01 8 -0.804£-08 9 0.000E+00 10 0.968£-03 11 0. 968£-03 12 0. ll0E-02 13 0.ll0E-02 14 0.683E-03 15 0.683E-03 16 0.000E+00 17 0.000E+00 18 0 .279E-04 19 0 .279E-04 20 0 .366E-04 21 0.366E-04 0.0000E+00 FLOW(AVE) FLOW(+) 0.0000E+00 V2 P-AXIS ANG RES V 0 .116E+0l 0.000E+00 0 .116E+0l 0.299E+00 0 .000E+00 0 . 311E+00 0.000E+00 0.000E+00 0.857£-01 0.290E+00 0.000E+00 0.296E+00 0.000E+00 0.000E+00 0.567£-01 0.285E+00 0.000E+00 0.286E+00 0.878£-07 0.000E+00 0.282£-01 0.282E+00 0.000E+00 0 .282E+00 0.299E+00 0 .000E+00 0 .299E+00 0.289E+00 0 .000E+00 0 .289E+00 0.290E+00 0 .000E+00 0 .290E+00 0.289E+00 0 .000E+00 0.289E+00 0.285E+O0 0.000E+00 0.285E+00 0.289E+00 0 .000E+00 0.289E+00 0.282E+00 0.000E+00 0 .282E+00 0.289E+00 0.000E+00 0 .289E+00 0.289E+00 0.000E+00 0 .289E+00 0 .289E+00 0.000E+00 0.289E+00 0 .289E+00 0.000E+00 0 .289E+00 0.289E+00 0.000E+00 0.289E+00 0 .289E+00 0.000E+00 0.289E+00 0.0000E+00 DIR OF V 0 .900E+02 0 .740E+02 0 .000E+00 0 .790E+02 0.000E+00 0.843E+02 0.178£-03 0 .900£+02 0 .900£+02 0 .898£+02 0.898E+02 0.898E+02 0.898E+02 0.899E+02 0.899E+02 0.900E+02 0.900E+02 0.900E+02 0 .900E+02 0 .900E+02 0.900E+02 22 0 .241E-04 0.289E+OO O.OOOE+OO 0 .289E+OO 0 .900E+02 23 0.241E-04 0.289E+OO O .OOOE+OO 0.289E+OO 0 .900E+02 24 0.882E-08 0.289E+OO O.OOOE+OO 0 .289E+OO 0 .900E+02 25 O.OOOE+OO 0.289E+OO O .OOOE+OO 0 .289E+OO 0 .900E+02 26 O.lOlE-02 0 .279E+OO O.OOOE+OO 0 .279E+OO 0 .898E+02 27 O.lOlE-02 0 .289E+OO O .OOOE+OO 0 .289E+OO 0 .898E+02 28 0 .106E-02 0 .288E+OO O .OOOE+OO 0 .288E+OO 0.898E+02 29 0 .106E-02 0 .289E+OO O.OOOE+OO 0.289E+OO 0.898E+02 30 0.521E-03 0 .294E+OO O.OOOE+OO 0 .294E+OO 0.899E+02 31 0.521E-03 0.289E+OO O.OOOE+OO 0.289E+OO 0.899E+02 32 0.853E-08 0 .294E+OO O.OOOE+OO 0.294E+OO 0 .900E+02 33 -0.998E-01 0 .399E+OO O.OOOE+OO 0.411E+OO 0 .104E+03 34 -0.840E-01 0.322E+OO O.OOOE+OO 0.333E+OO 0 .105E+03 35 0.609E-01 0.279E+OO O.OOOE+OO 0.285E+OO 0 .777E+02 36 0.603E-01 0.279E+OO O.OOOE+OO 0.285E+OO 0 .778E+02 37 0 .536E -01 0.288E+OO O.OOOE+OO 0.293E+OO 0 .795E+02 38 0.584E-01 0 .285E+OO O.OOOE+OO 0.291E+OO 0 .784E+02 39 0.274E -01 0.323E+OO O.OOOE+OO 0.325E+OO 0.852E+02 40 0.370E-04 0.294E+OO O.OOOE+OO 0.294E+OO 0.900E+02 41 0.373E-07 0.294E+OO O.OOOE+OO 0.294E+OO 0.900E+02 42 -0.644E+OO 0.330E+OO O.OOOE+OO 0 . 724E+OO 0.153E+03 43 -0 .399E+OO 0.618E+OO O.OOOE+OO 0.735E+OO 0.123E+03 44 -0 .149E+OO 0.559E+OO O.OOOE+OO 0.578E+OO 0.105E+03 45 -0 .191E+OO 0.380E+OO O.OOOE+OO 0.425E+OO 0.117E+03 46 -0 .948E-01 0.357E+OO O.OOOE+OO 0.370E+OO 0.105E+03 47 -0 .205E+OO 0.428E+OO O.OOOE+OO 0 .474E+OO 0.116E+03 48 -0 .413E+OO 0 .476E+OO O.OOOE+OO 0 .630E+OO 0.131E+03 49 0 .618E-01 0 .326E+OO O.OOOE+OO 0.331E+OO 0.793E+02 50 0.616E-01 0 .326E+OO O.OOOE+OO 0 .331E+OO 0.793E+02 51 O .OOOE+OO 0 .359E+OO O.OOOE+OO 0.359E+OO 0.900E+02 52 0 .338E+OO 0 .895E+OO O.OOOE+OO 0 .957E+OO 0.693E+02 53 -0 .227E+OO 0.232E+OO O.OOOE+OO 0 .325E+OO 0.134E+03 54 -0 .313E+OO 0.575E+OO O.OOOE+OO 0 .654E+OO 0.119E+03 55 -0.426E+OO 0 .442E+OO O.OOOE+OO 0 .614E+OO 0.134E+03 56 -0.440E+OO 0 .445E+OO O.OOOE+OO 0.626E+OO 0 .135E+03 57 -0.600E+OO 0.642E+OO O.OOOE+OO 0 .879E+OO 0 .133E+03 58 -0.875E+OO 0 .928E+OO O.OOOE+OO 0 .128E+Ol 0.133E+03 59 0.557E-01 0 .367E+OO O.OOOE+OO 0 . 371E+OO 0 .814E+02 60 O.OOOE+OO 0 .415E+OO O.OOOE+OO 0 .415E+OO 0 .900E+02 61 -0 .974E+OO 0 .120E+Ol O.OOOE+OO 0 .155E+Ol 0.129E+03 62 -0.658E+OO 0 .874E+OO O .OOOE+OO 0 .109E+Ol 0.127E+03 63 0.524E+OO 0 .598E+OO O.OOOE+OO 0 .795E+OO 0.488E+02 64 -0 .817E+OO 0.199E+Ol O.OOOE+OO 0 .215E+Ol O .ll2E+03 65 -0 .llOE+Ol 0.769E+OO O.OOOE+OO 0 .134E+Ol 0.145E+03 66 -0.176E+Ol 0 .146E+Ol O .OOOE+OO 0 .229E+Ol 0 .140E+03 67 0.386E -Ol 0.415E+OO O.OOOE+OO 0 .416E+OO 0.847E+02 68 O.OOOE+OO 0.467E+OO O.OOOE+OO 0 .467E+OO 0.900E+02 69 -0 .145E+Ol 0.155E+Ol O .OOOE+OO 0 .212E+Ol 0 .133E+03 70 -0 .159E+Ol 0.154E+Ol O.OOOE+OO 0 .221E+Ol 0.136E+03 71 -0 .160E+Ol 0 .157E+Ol O.OOOE+OO 0.224E+Ol 0 .135E+03 72 -0 .200E+Ol 0.153E+Ol O .OOOE+OO 0 .252E+Ol 0.143E+03 73 -0 .264E+Ol 0 .176E+Ol O .OOOE+OO 0 .317E+Ol 0.146E+03 74 0.233E-01 0 .462E+OO 0.000E+OO 0 .462E+OO 0. 871E+02 75 O.OOOE+OO 0 .482E+OO O.OOOE+OO 0 .482E+OO 0.900E+02 76 0 .345E+OO 0.2BBE+Ol O .OOOE+OO 0 .290E+Ol 0.832E+02 77 -0 .219E+Ol 0 .261E+Ol O .OOOE+OO 0.341E+Ol 0.130E+03 78 -0.22BE+Ol 0.265E+Ol O.OOOE+OO 0 .349E+Ol 0.131E+03 79 0 .791E+OO 0 .297E+Ol O.OOOE+OO 0.307E+Ol 0.751E+02 BO -0.225E+Ol 0.405E+Ol O.OOOE+OO 0.463E+Ol 0 .119E+03 Bl -0.279E+Ol 0.175E+Ol 0.000E+OO 0 .329E+Ol 0.14BE+03 82 -0.312E+Ol 0 .187E+Ol O.OOOE+OO 0 .364E+Ol 0.149E+03 83 0.157E-Ol 0 .489E+OO O.OOOE+OO 0 .489E+OO 0.882E+02 84 0 .393E-02 0.491E+OO O.OOOE+OO 0 .491E+OO 0 .895E+02 85 0.000E+OO 0.496E+OO O.OOOE+OO 0 .496E+OO 0.900E+02 86 -0 .252E+Ol 0.403E+Ol O.OOOE+OO 0.475E+Ol 0 .122E+03 87 -0.372E+Ol 0 .441E+Ol O.OOOE+OO 0.577E+Ol 0.130E+03 88 -0.309E+Ol 0.187E+Ol O .OOOE+OO 0 .361E+Ol 0 .149E+03 89 -0.354E+Ol 0 .201E+O l O.OOOE+OO 0 .407E+Ol 0 .150E+03 90 -0 .491E +Ol 0.196E+Ol O .OOOE+OO 0 .528E+Ol 0 .158E+03 91 -0 .384E+Ol 0 .163E+Ol 0 .000E+OO 0 .417E+Ol 0.157E+03 92 -0 .138E-02 0 .495E+OO O.OOOE+OO 0 .495E+OO 0.902E+0 2 93 -0.162E-02 0 .495E+OO O.OOOE+OO 0 .495E+OO 0.902E+02 94 O .OOOE+OO 0. 492E+OO O.OOOE+OO 0.492E+OO 0.900E+02 95 0.153E+Ol 0.474E+Ol 0.000E+OO 0.498E+Ol 0 . 721E+02 96 -0 .383E+Ol 0.657E+Ol O .OOOE+OO 0.760E+Ol 0.120E+03 97 -0.185E+02 0.605E+Ol O.OOOE+OO 0.194E+02 0.162E+03 98 -0 .595E+Ol 0.167E+Ol O .OOOE+OO 0.618E+Ol 0 .164E+03 99 -0 .555E +Ol 0.578E-01 O.OOOE+OO 0.555E+Ol 0 .179E+03 100 -0.423E+Ol 0.161E+Ol O .OOOE+OO 0.453E+Ol 0 .159E+03 101 -0.395E+Ol 0 .120E+Ol O.OOOE+OO 0.413E+Ol 0 .163E+03 102 -0.370E+Ol 0 .104E+Ol O.OOOE+OO 0.385E+Ol 0 .164E+03 103 0.821E -02 0 .502E+OO O.OOOE+OO 0.503E+OO 0 .891E+02 104 0.983E-02 0 .502E+OO O.OOOE+OO 0.502E+OO 0 .889E+02 105 0.829E-02 0 .505E+OO O.OOOE+OO 0.505E+OO 0. 891E+02 106 0.437E-02 0.523E+OO O.OOOE+OO 0.523E+OO 0 .895E+02 107 0.378E-06 0 .583E+OO O.OOOE+OO 0.583E+OO 0.900E+02 108 -0.199E+02 0.117E+Ol O.OOOE+OO 0.200E+02 0.177E+03 109 -0 .648E+Ol -0 .420E+Ol O .OOOE+OO 0. 772E+Ol -0.147E+03 110 -0 .547E+Ol 0 .982E-Ol O .OOOE+OO 0.547E+Ol 0.179E+03 111 -0 .316E+Ol 0 .134E+OO O.OOOE+OO 0.316E+Ol 0.178E+03 112 -0 .350E+Ol 0 .499E+OO O .OOOE+OO 0 .354E+Ol 0 .1 72E+03 113 -0.307E+Ol 0.105E+Ol O.OOOE+OO 0 .325E+Ol 0.161E+03 114 -0.333E+Ol 0.132E+Ol O.OOOE+OO 0 .358E+Ol 0 .158E+03 115 -0 .349E+Ol 0.171E+Ol O.OOOE+OO 0.389E+Ol 0 .154E+03 116 -0 .306E+Ol 0 .130E+Ol O.OOOE+OO 0 .333E+Ol 0.157E+03 117 -0.344E+Ol 0.221E+Ol O .OOOE+OO 0 .409E+Ol 0 .147E+03 118 -0.273E+Ol 0.152E+Ol O.OOOE+OO 0 .313E+Ol 0 .151E+03 119 -0.348E+Ol 0.331E+Ol O.OOOE+OO 0.480E+Ol 0 .136E+03 120 -0 .201E+Ol 0.189E+Ol O.OOOE+OO 0 .276E+Ol 0 .137E+03 121 -0 .359E+Ol 0.568E+Ol O.OOOE+OO 0 .672E+Ol 0 .122E+03 122 0 .000E+OO 0.220E+Ol O.OOOE+OO 0 .220E+Ol 0 .900E+02 123 -0 .245E+OO -0 .206E+Ol O.OOOE+OO 0 .208E+Ol -0.968E+02 124 -0 .926E+OO -0.411E+Ol O .OOOE+OO 0.422E+Ol -0 .103E+03 125 -0 .396E+Ol -0.898E+OO O .OOOE+OO 0.406E+Ol -0 . 16 7E+03 126 -0.253E+Ol -0.142E+Ol O .OOOE+OO 0.290E+Ol -0.151 E +03 127 -0 .214E+Ol 0.675E+OO O.OOOE+OO 0.224E+Ol 0.162E+03 128 -0.226E+Ol 0 .518E+OO O .OOOE+OO 0.232E+Ol 0 .167E+03 129 -0 .244E+Ol 0.712E+OO O.OOOE+OO 0 .254E+Ol 0.164E+03 130 -0 .269E+Ol 0.132E+Ol 0.000E+OO 0.300E+Ol 0 .154E+03 131 -0 .247E+Ol 0.109E+Ol O .OOOE+OO 0.270E+Ol 0 .156E+03 132 -0 .288E+Ol 0.207E+Ol O .OOOE+OO 0.355E+Ol 0.144E+03 133 -0 .201E+Ol 0.123E+Ol O.OOOE+OO 0.236E+Ol 0 .149E+03 134 -0.252E+Ol 0.245E+Ol O .OOOE+OO 0.351E+Ol 0.136E+03 135 -0 .139E+Ol 0 .135E+Ol O .OOOE+OO 0.194E+Ol 0.136E+03 136 -0 .187E+Ol 0.251E+Ol O.OOOE+OO 0.313E+Ol 0 .127E+03 137 -0 .666E+OO 0 .134E+Ol O .OOOE+OO 0.150E+Ol 0.116E+03 138 -0.666E+OO 0.220E+Ol O .OOOE+OO 0.230E+Ol 0 .107E+03 139 -0.107E-07 0 .156E+Ol O.OOOE+OO 0.156E+Ol 0 .900E+02 140 -0 .168E-01 -0 .160E+OO O .OOOE+OO 0.161E+OO -0 .960E+02 141 -0.940E+OO -0.206E+Ol O.OOOE+OO 0.227E+Ol -0.115E+03 142 -0.436E+OO -0.162E+OO O .OOOE+OO 0 .465E+OO -0.160E+03 143 -0 .lOlE+Ol -0 .892E+OO O.OOOE+OO 0 .134E+Ol -0.138E+03 144 -0.130E+Ol -0.690E+OO O.OOOE+OO 0 .148E+Ol -0.152E+03 145 -0 .169E+Ol 0.237E+OO O .OOOE+OO 0 .1 71E+Ol 0 .172E+03 146 -0.170E+Ol 0.237E+OO O.OOOE+OO 0.172E+Ol 0 .1 72E+03 147 -0.215E+Ol 0 .712E+OO O .OOOE+OO 0.227E+Ol 0.162E+03 148 -0.206E+Ol 0 .109E+Ol O.OOOE+OO 0.233E+Ol 0.152E+03 149 -0 .157E+Ol 0 .572E+OO O.OOOE+OO 0 .167E+Ol 0.160E+03 150 -0.195E+Ol 0 .149E+Ol O.OOOE+OO 0 .245E+Ol 0 .143E+03 151 -0.120E+Ol 0 .767E+OO O .OOOE+OO 0.143E+Ol 0 .147E+03 152 -0.141E+Ol 0 .127E+Ol O.OOOE+OO 0.189E+Ol 0 .13 8E+03 153 -0 .843E+OO 0 .717E+OO O .OOOE+OO O.lllE+Ol 0 .140E+03 154 -0.843E+OO 0 .134E+Ol O.OOOE+OO 0.159E+Ol 0.122E+03 155 -0 .457E+OO 0 .970E+OO O.OOOE+OO 0.107E+Ol 0 .115E+03 156 -0.457E+OO 0.156E+Ol O .OOOE+OO 0.162E+Ol 0 .106E+03 157 O.OOOE+OO 0.112E+Ol O .OOOE+OO 0.112E+Ol 0.900E+02 158 -0.489E+OO -0.134E+Ol O .OOOE+OO 0.142E+Ol -0.110E+03 159 -0.455E+OO -0 .146E+Ol O .OOOE+OO 0.153E+Ol -0.107E+03 160 -0.441E+OO -0 .135E+Ol O.OOOE+OO 0.142E+Ol -0.108E+03 161 -0.610E+OO -0 .219E+OO O.OOOE+OO 0.648E+OO -0.160E+03 162 -0.732E-01 -0 .129E+OO O.OOOE+OO 0.148E+OO -0 .120E+03 163 -0.691E+OO -0 .690E+OO O .OOOE+OO 0.977E+OO -0 .135E+03 164 -0.480E+OO -0 .308E+OO O.OOOE+OO 0.570E+OO -0.147E+03 165 -0.117E+Ol -0 .308E+OO O.OOOE+OO 0.121E+Ol -0.165E+03 166 -0.154E+Ol 0.572E+OO O.OOOE+OO 0.164E+Ol 0.160E+03 167 -0 .103E+Ol 0.307E-01 0.000E+OO 0 .103E+Ol 0.178E+03 168 -0.125E+Ol 0.564E+OO 0.000E+OO 0.137E+Ol 0.156E+03 169 -0 .871E+OO 0 .196E+OO O.OOOE+OO 0.893E+OO 0.167E+03 170 -0.871E+OO 0 .717E+OO 0.000E+OO 0 .113E+Ol 0.141E+03 171 -0 .597E+OO 0.451E+OO O.OOOE+OO 0.749E+OO 0.143E+03 172 -0.597E+OO 0.970E+OO O.OOOE+OO 0.114E+Ol 0.122E+03 173 -0.317E+OO 0.699E+OO O.OOOE+OO 0.767E+OO 0 .114E+03 174 -0.317E+OO 0.112E+Ol O.OOOE+OO 0.116E+Ol 0.106E+03 175 0 .572E -05 0.808E+OO O.OOOE+OO 0.808E+OO 0.900E+02 176 -0 .477E-02 -0.263E-01 O .OOOE+OO 0.267E-01 -0.100E+03 177 -0 .318E -02 -0.353E-01 O .OOOE+OO 0.354E-01 -0.951E+02 178 -0 .652E-01 -0.773E-01 O .OOOE+OO 0.101E+OO -0.130E+03 179 -0.130E+OO -0.773E-01 O .OOOE+OO 0.151E+OO -0.149E+03 180 -0 .149E+OO -0.413E-01 O.OOOE+OO 0 .155E+OO -0.165E+03 181 -0 .158E+OO -0.854E-02 O.OOOE+OO 0.159E+OO -0.177E+03 182 -0 .158E+OO 0.789E-01 O.OOOE+OO 0.177E+OO 0.154E+03 183 -0 .106E+OO 0.143E+OO O.OOOE+OO 0.178E+OO 0.126E+03 184 -0.176E+OO 0.122E+OO O.OOOE+OO 0 .214E+OO 0.145E+03 185 -0.265E+OO 0.175E+OO O .OOOE+OO 0 .317E+OO 0 .146E+03 186 -0.387E+OO 0.287E+OO O.OOOE+OO 0 .482E+OO 0 .143E+03 187 -0 .387E+OO 0 .307E-01 O .OOOE+OO 0.389E+OO 0 .175E+03 188 -0 .300E+OO 0 .367E+OO O .OOOE+OO 0 .474E+OO 0 .129E+03 189 -0.581E+00 0.196E+OO O .OOOE+OO 0 .613E+OO 0 .161E+03 190 -0.339E+00 0.490E+OO O.OOOE+OO 0 .596E+OO 0 .125E+03 191 -0 .402E+00 0.451E+OO O .OOOE+OO 0 .605E+OO 0 .132E+03 192 -0 .402E+00 0 .595E+OO O.OOOE+OO 0 .718E+OO 0 .124E+03 193 -0 .231E+00 0.699E+OO O .OOOE+OO 0 .736E+OO 0 .108E+03 I 194 -0 .231E+00 0.668E+OO O.OOOE+OO 0 .707E+OO 0 .109E+03 195 O.OOOE+OO 0 .808E+OO O.OOOE+OO 0 .80BE+OO 0 .900E+02 196 -0.282E-02 -0.152E-01 O.OOOE+OO 0.155E-01 -0 .100E+03 197 -0.l74E-0l -0.304E-01 O.OOOE+OO 0.350E-01 -0 .120E+03 198 -0.223E-0l -0.4BOE-02 O.OOOE+OO 0.22BE-01 -0 .l6BE+03 199 -0.220E -0l -0.403E-02 O .OOOE+OO 0.223E-01 -0.170E+03 200 -0. 3l 7E -0l -0 .l43E-01 O.OOOE+OO 0.34BE-01 -0.l56E+03 201 -0 .390E -0l -0 .l43E-Ol O.OOOE+OO 0 .416E-01 -0 .160E+03 202 -0 .645E-0l -0.413E-01 O.OOOE+OO 0.766E-01 -0 .l47E+03 203 -0.470E -01 0.766E-03 O.OOOE+OO 0.470E-01 0 .179E+03 204 -0 .SSBE -01 -0.854E-02 O.OOOE+OO 0 .565E-01 -0 .171E+03 205 -0.417E -0l 0 .255E-01 O.OOOE+OO 0.488E-01 O .l49E+03 206 -0.473E -0l 0.201E-01 O.OOOE+OO 0 .514E-01 0 .157E+03 207 -0.613E -01 0 .201E-Ol O .OOOE+OO 0.645E -01 0 .162E+03 208 -0 .785E -0l 0.408E-Ol O .OOOE+OO 0.884E-Ol 0.153E+03 209 -0.784E -0l 0.953E-Ol O.OOOE+OO 0.123E+OO 0 .129E+03 210 -0 .474E-0l 0.953E -01 O .OOOE+OO 0.106E+OO 0.116E+03 211 -0.106E+OO 0.131E+OO O.OOOE+OO 0.168E+OO 0.129E+03 212 -0 .650E-Ol O .lBOE+OO O.OOOE+OO 0.191E+OO 0 .110E+03 213 -0 .176E+OO 0.247E+OO 0.000E+OO 0.303E+OO 0 .125E+03 214 -0 .905E-Ol 0.350E+OO O.OOOE+OO 0.362E+OO 0 .104E+03 215 -0.265E+OO 0.245E+OO O.OOOE+OO 0 .360E+OO 0 .137E+03 216 -0.114E+OO 0.428E+OO O.OOOE+OO 0.443E+OO 0 .105E+03 217 -0.300E+OO 0.315E+OO O .OOOE+OO 0 .435E+OO 0.134E+03 218 -0 .136E+OO 0.514E+OO O.OOOE+OO 0 .531E+OO 0.105E+03 219 -0 .154E+OO 0 .502E+OO O .OOOE+OO 0.526E+OO 0.107E+03 220 -0.339E+OO 0.502E+OO O.OOOE+OO 0.606E+OO 0.124E+03 221 -0.186E+OO 0.595E+OO O.OOOE+OO 0.623E+OO 0 .107E+03 222 -0 .186E+OO 0.555E+OO O.OOOE+OO 0 .586E+OO 0.109E+03 223 0.239E-07 0.668E+OO O .OOOE+OO 0 .668E+OO 0.900E+02 224 -0 .130E-02 -0 .877E-02 O.OOOE+OO 0.887E-02 -0.985E+02 225 -0 .871E-02 -0.865E-02 O .OOOE+OO 0 .123E-01 -0 .135E+03 226 -0.803E-02 -0.794E-02 O.OOOE+OO 0.113E-01 -0 .135E+03 227 -0.200E-01 -0.776E-02 0 .000E+OO 0.214E-01 -0 .159E+03 228 -0.165E-01 -0 .403E-02 O.OOOE+OO 0.169E -01 -0.166E+03 229 -0.150E-01 -0 .467E-03 O.OOOE+OO 0.150E-01 -0.178E+03 230 -0 .125E-01 0 .220E-02 O.OOOE+OO 0.127E-01 0.170E+03 231 -0.249E-01 0 .220E-02 O.OOOE+OO 0 .249E-01 0.175E+03 232 -0.262E-01 0 . 772E-03 O.OOOE+OO 0.262E-01 0 .178E+03 233 -0.199E-01 0.161E-01 O.OOOE+OO 0 .255E-01 0.141E+03 234 -0.358E-01 0.566E-03 O.OOOE+OO 0 .358E-01 0.179E+03 235 -0.251E-01 0.264E-01 O.OOOE+OO 0 .364E-01 0.134E+03 236 -0 .281E-01 0.235E-01 0.000E+OO 0 .366E-01 0.140E+03 237 -0.473E-01 0.235E-01 O.OOOE+OO 0.528E-01 0.154E+03 238 -0.409E-01 0.297E-01 O.OOOE+OO 0 .505E-01 0.144E+03 239 -0 .601E-01 0.297E-01 O.OOOE+OO 0 .670E-01 0 .154E+03 240 -0 .600E-01 0.715E-01 O.OOOE+OO 0.934E -01 0 .130E+03 241 -0 .393E-01 0.715E-01 O.OOOE+OO 0.816E-01 0.119E+03 242 -0.393E-01 0.109E+OO O.OOOE+OO 0.116E+OO 0 .110E+03 243 -0 .916E-05 0.109E+OO O.OOOE+OO 0.109E+OO 0.900E+02 244 -0 .474E-01 0 .137E+OO O.OOOE+OO 0.145E+OO 0.109E+03 245 O.OOOE+OO 0 .137E+OO O.OOOE+OO 0.137E+OO 0.900E+02 246 -0.650E-01 0.177E+OO O.OOOE+OO 0 .188E+OO 0.110E+03 247 0 .342E-08 0.256E+OO O.OOOE+OO 0.256E+OO 0.900E+02 248 -0 .905E-01 0.201E+OO O.OOOE+OO 0 .220E+OO 0.114E+03 249 O.OOOE+OO 0 .310E+OO O.OOOE+OO 0 .310E+OO 0.900E+02 250 -0.114E+OO 0 .242E+OO O.OOOE+OO 0 .267E+OO 0.115E+03 251 -0 .130E-07 0.379E+OO O.OOOE+OO 0 .379E+OO 0.900E+02 252 -0.136E+OO 0.297E+OO O.OOOE+OO 0 .326E+OO 0.115E+03 253 O.OOOE+OO 0 .462E+OO O.OOOE+OO 0 .462E+OO 0.900E+02 254 -0.122E-07 0.462E+OO O.OOOE+OO 0 .462E+OO 0.900E+02 255 -0.154E+OO 0.462E+OO O.OOOE+OO 0 .487E+OO 0.108E+03 256 O.OOOE+OO 0.555E+OO O.OOOE+OO 0.555E+OO 0.900E+02 257 -0.975E-03 -0.894E-02 O.OOOE+OO 0 .899E-02 -0.962E+02 258 -0.509E-02 -0 .377E-02 O.OOOE+OO 0 .634E-02 -0.143E+03 259 -0 .471E-02 -0.320E-02 O.OOOE+OO 0 .569E -02 -0.146E+03 260 -0 .638E-02 -0 .424E-02 O.OOOE+OO 0.766E-02 -0 .146E+03 261 -0 . llOE-01 -0.417E-02 O.OOOE+OO 0.117E-01 -0.159E+03 262 -0 .747E-02 -0.461E-03 O.OOOE+OO 0.748E-02 -0 .176E+03 263 -0 .756E -02 -0.677E-03 O.OOOE+OO 0.759E-02 -0 .175E+03 264 -0.886E-02 -0.192E-02 0 .000E+OO 0.906E-02 -0.168E+03 265 -0 .108E-Ol 0.627E-02 O.OOOE+OO 0.125E-01 0 .150E+03 266 -0 .163E-Ol 0 .901E-03 O.OOOE+OO 0.163E -01 0 .177E+03 267 -0.114E-Ol 0 .128E-01 0 .000E+OO 0.171E-Ol 0 .132E+03 268 -0 .200E-Ol 0 .447E-02 O.OOOE+OO 0.205E-Ol 0 .167E+03 269 -0 .125E-01 0 .225E-01 O.OOOE+OO 0.257E-Ol 0 .119E+03 270 -0 .108E-01 0 .241E-Ol O.OOOE+OO 0.264E-Ol 0.114E+03 271 -0 .281E-01 0 .241E-Ol O .OOOE+OO 0 .370E-01 0 .139E+03 272 -0.154E-01 0 .365E-Ol O.OOOE+OO 0 .396E-01 0 .113E+03 273 -0 .409E-Ol 0 .365E-01 0.000E+OO 0 .548E-Ol 0 .138E+03 I 274 -0.225E-01 0 .543E-01 O.OOOE+OO 0.588E-Ol 0 .113E+03 275 -0 .315E -Ol 0 .543E-01 O.OOOE+OO 0.628E-Ol 0.120E+03 276 -0.315E-01 0.848E-01 O.OOOE+OO 0.905E-01 0 .110E+03 277 0.000E+OO 0 .848E-01 O.OOOE+OO 0.848E-Ol 0.900E+02 I 278 -0.238E-03 -0 .286E-02 O.OOOE+OO 0.287E-02 -0.948E+02 279 -0.324E-02 -0 .384E-02 O.OOOE+OO 0.502E-02 -0.130E+03 280 0.403E-04 -0 .663E-03 0.000E+OO 0.664E-03 -0.865E+02 281 0.556E-05 -0.671E-03 O.OOOE+OO 0.671E-03 -0.895E+02 282 -0.397E-07 -0.681E-03 O.OOOE+OO 0.681E-03 -0.900E+02 283 -0 .644E-04 -0.599E-03 O.OOOE+OO 0 .603E -03 -0.961E+02 284 -0 .730E-04 -0.601E-03 O.OOOE+OO 0.606E-03 -0.969E+02 285 -0.609E-04 -0.580E-03 O.OOOE+OO 0.583E-03 -0 .960E+02 286 -0.743E-0 2 0 .149E-02 0.000E+00 0.758E-0 2 0.1 6 9E+03 287 -0.847E-02 0. 491E-03 0.000E+00 0.848E-0 2 0 .177E+03 288 -0 .619E-02 0.597E-02 0 .000E+00 0.860E-02 0 .136E+03 289 -0.818E-02 0 .404E-02 0 .000E+00 0.913E-02 0 .154E+03 290 -0.363E-02 0.150E-0l 0.000E+00 0.154E-0l 0.104E+03 291 -0 . 572E-05 0.185E-0l 0.000E+00 0.185E-01 0.900E+02 292 -0 .108E-0l 0 .185E-0l 0.000E+00 0.214E-0l 0.120E+03 293 0 .000E+00 0.290E-0l 0.000E+00 0.290E-0l 0 . 900E+02 , 294 -0 .154E-0l 0 .290E-0l 0,000E+00 0 .328E-0l 0. 118E+03 295 0 .572E-05 0 .439E-01 0 .000E+00 0 .439E-01 0 .900E+02 296 -0 .225E-0l 0.438E-01 0 .000E+00 0.493E-01 0.117E+03 297 0 .000E+00 0.657E-0l 0.000E+00 0.657E-0l 0 .900E+02 298 0.157E-08 0.657E-01 0.000E+00 0.657E-0l 0.900E+02 299 -0 .116E-03 -0.202E-02 0.000E+00 0.203E-02 -0.933E+02 300 -0 .217E-02 -0.279E-02 0.000E+00 0.354E-02 -0.128E+03 301 0 .557E-04 -0.573E-03 0.000E+00 0.576E-03 -0.844E+02 302 0.402E-07 -0.636E-03 0.000E+00 0.636E-03 -0.900E+02 303 0 .000E+00 -0.143E-04 0.000E+00 0.143E-04 -0.900E+02 304 -0 .308E-04 -0 ,437E-03 0.000E+00 0.438E-03 -0.940E+02 305 -0.643E-04 -0 .141E-02 0.000E+00 0 ,141E-02 -0.926E+02 306 -0.141E-02 -0 .194E-02 0.000E+00 0 .240E-02 -0 .126E+03 307 0.812E-04 -0 .567E-03 0 .000E+00 0.573E-03 -0.819E+02 308 -0 .393E-07 -0 .534E-03 0 .000E+00 0.534E -03 -0.900E+02 309 -0.323E-04 -0.960E-03 0 .000E+00 0.961E-03 -0.919E+02 310 -0.875E-03 -0.136E-02 0.000E+00 0.161E-02 -0.123E+03 311 0.763E-04 -0.467E-03 0 .000E+00 0.473E-03 -0.807E+02 312 0.884E-04 -0.464E-03 0 .000E+00 0.472E-03 -0 ,792E+02 313 0.397E-07 -0 .440E-03 0 .000E+00 0.440E-03 -0.900E+02 314 -0.161E-04 -0.654E-03 0 .000E+00 0.654E-03 -0.914E+02 315 -0.517E-03 -0.911E-03 0.000E+00 0.105E-02 -0.120E+03 316 -0.226E-03 -0.632E-03 0 .000E+00 0.671E-03 -0 .110E+03 317 0.793E-04 -0.382E-03 0 .000E+00 0.390E-03 -0.783E+02 318 0.834E-04 -0.381E-03 0 .000E+00 0.390E-03 -0.777E+02 319 0.000E+00 -0.350E-03 0 .000E+00 0.350E -03 -0 .900E+02 320 -0.974E-05 -0 .496E-03 0 .000E+00 0.496E-03 -0.911E+02 321 -0.759E-05 -0 .496E-03 0 .000E+00 0.496E -03 -0.909E+02 322 -0 .125E-03 -0 .377E-03 0 .000E+00 0.397E-03 -0.108E+03 323 -0.272E-05 -0 .349E-03 0 .000E+00 0.349E-03 -0 .904E+02 324 -0 .103E-04 -0 .337E -03 0 .000E+00 0.337E-03 -0.918E+02 325 0.727E-04 -0 .321E-03 0 .000E+00 0.329E -03 -0 .772E+02 326 0.397E-07 -0.310E-03 0 .000E+00 0.310E-03 -0 .900E+02 327 -0 .373E-05 -0 .335E-03 0 .000E+00 0.335E -03 -0 ,906E+02 328 0 .176E -04 -0 .376E-03 0 .000E+00 0 .376E-03 -0 .873E+02 329 0 .627E-04 -0 .276E-03 0.000E+00 0 .283E-03 -0 .772E+02 330 0 .614E-04 -0 .276E-03 0 .000E+00 0 .283E-03 -0 .775E+02 331 0 .416E-05 -0.273E-03 0 .000E+00 0 .273E-03 -0 ,891E+02 332 0.397E-06 -0.269E-03 0 .000E+00 0 .269E-03 -0 .899E+02 333 -0. 313E -ll -0 .268E-03 0 .000E+00 0 ,268E-03 -0 .900E+02 334 -0.383E-05 -0. 371E -03 0 .000E+00 0 .371E-03 -0 .906E+02 335 -0 .115E-03 -0.271E-04 0 .000E+00 0 .119E-03 -0 ,167E+03 336 0 .000E+00 0.000E+00 0 .000E+00 0 .000E+00 0 .000E+00 337 0 .197E-04 -0.254E-03 0 .000E+00 0 .254E-03 -0.856E+02 338 -0.240E-05 -0.267E-03 0 .000E+00 0 .267E-03 -0.905E+02 339 -0.262E-05 -0.267E-03 0 .000E+00 0 .267E-03 -0 .906E+02 340 -0 .140E-05 -0 .275E-03 0 .000E+00 0 .275E-03 -0 .903E+02 341 -0 .134E-05 -0.269E-03 0 .000E+00 0 .269E-03 -0 .903E+02 342 -0.709E-06 -0.276E-03 0 .000E+00 0 .276E -03 -0 .901E+0 2 343 -0 .661E-06 -0.268E-03 0.000E+00 0.268E-03 -0 ,901E+02 344 -0 .421E-12 -0.275E-03 0 .000E+00 0.275E-03 -0 ,900E+02 345 -0.280E-05 -0.275E -03 0 .000E+00 0 .275E -03 -0.906E+02 346 -0.180E -05 -0.282E-03 0 .000E+00 0.282E-03 -0 .904E+02 347 -0.175E-05 -0 ,276E-03 0 .000E+00 0.276E-03 -0.904E+02 348 -0.974E-06 -0.285E-03 0 .000E+00 0 .285E-03 -0.902E+02 349 -0 .916E-06 -0.275E-03 0 .000E+00 0 .275E-03 -0.902E+02 350 -0.848E-08 -0.285E-03 0 .000E+00 0 .285E-03 -0.900E+02 351 0.ll0E-05 0 .105E-03 0.000E+00 0.105E-03 0.894E+02 352 -0.324E-04 -0.282E-03 O.OOOE+OO 0 .284E-03 -0 .966E+02 353 -0 .22 2E-04 -0.417E-03 O.OOOE+OO 0.418E-03 -0 .9 31E+02 354 -0.209E-04 -0.285E-03 O.OOOE+OO 0.286E-03 -0 .942E+02 355 -0.109E-04 -0 .409E-03 O.OOOE+OO 0.410E-03 -0 .915E+02 356 -0.103E-04 -0.285E-03 O.OOOE+OO 0.285E-03 -0.921E+02 357 0 .840E-12 -0.407E-03 O.OOOE+OO 0.407E-03 -0.900E+02 358 0.121E-02 -0.170E-01 O.OOOE+OO 0 . l 71E-01 -0.859E+02 359 0 .105E-03 -0.210E-10 O .OOOE+OO 0 .105E-03 -0.ll5E-04 360 0 .985E-04 -0.417E-03 O.OOOE+OO 0 .428E -03 -0 .767E+02 361 0.694E-04 O.OOOE+OO O .OOOE+OO 0 .694E-04 O.OOOE+OO 362 0 .653E-04 -0.409E-03 O.OOOE+OO 0 .415E-03 -0.809E+02 363 0.346E-04 0.323E-ll O.OOOE+OO 0.346E-04 0 .535E-05 364 0 .325E-04 -0.407E-03 O.OOOE+OO 0.408E-03 -0 .854E+02 365 O.OOOE+OO 0.000E+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO I I I I ~ 0 i-..: w z I.J... co 0 0) / 0 <I: I >I I I t:L-toz (!) 0 co 0 0) / I x w ....J G:: I N co 0 w ::::e i= If) 0) '-... n '-... 0 I:! <I: 0 0 N II ~ w ....J <I: u (/) t-- 0 ....J Q. 100' --------------,/ W..5.t:J..-1/0 Pt:Kff/N'IJ..ffY /..C6t:ND t:XJ!>TIN6 ~IL. a: .... ¾fl/yrJ o:JffPICTt=D CLN ~IL. a:.-<JJ2.fl/yrJ o:JN~LJD/ut:D !XJIJ.. (K.-fOff /yr) -f8' --------12' ~-------f8' t:,L-IH: \ 'IPOft:NT7Al LJNt:!!J /00' ------------- PORTNER RESERVOIR 9018.06 10/31/95 JR Engineering, Ltd. 6110 Greenwood Plaza Blvd . Englewood, Colorado 80 1 11 Tel. {303) 740-9393 FAX (303) 721-9019