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HomeMy WebLinkAboutDrainage Reports - 08/01/2000No Text I H P, I i I SEAR BROWN July 3; 2000 Mr. Basil Hamdan City of Fort Collins Stormwater Utility Services . 700 Wood Street Fort Collins, Colorado 80522 ARCHITECTURE 2095outh Meldrum ENGINEERING Fort Coliins,CO 80521-2603 PLANNING 970.482.5922 phone CONSTRUCTION 970.482.6368 fax www.searbrown.com RE: Detailed Hydraulic Analysis of HP Site Regional Detention Facilities Dear Basil: 7 We are pleased to submit to you, for your review, this revised Detailed Hydraulic Analysis for the Regional Detention Facilities at the Hewlett-Packard Site on Harmony Road in Fort Collins. All computations within this report have been completed in compliance with the City of Fort Collins Storm Drainage Design Criteria. We appreciate your time and consideration in reviewing this submittal. Please contact us if you -have any questions. Respectfully, Sear -Brown Prepared By: Jere /y. Franz, E.I.T. Water Resource.Engineer I File 564-014(B) Reviewed By: David K. Thaeme Senior Engineer - k I I I I. I EXECUTIVE SUMMARY ...................................................... iv I. GENERAL LOCATION AND DESCRIPTION A. Location..........................................................I B. Description of the Site .............................................. 1 II. REGIONAL DRAINAGE HISTORY A. Major Basin Description ............................................ 1 B. Sub -basin Description..............................................1 C. Previous Drainage Studies...........................................2 III. PROJECT SCOPE A. SWMM Model Update.............................................3 1. EXTRAN SWMM Model ..................................... 4 2. Physically Based SWMM Model ................................ 4 2. Interim & Final SWMM Models ................................ 6 B. SWMM - EXTRAN Model of Regional Detention Facility ................. 6 1. EXTRAN Description ........................................ 6 2. Extent of EXTRAN Model .................................... 7 3. Modeling Approach..........................................7 IV. HYDRAULIC ANALYSIS A. Regional Drainage Channel and Culvert ................................ 8 1. Analysis...................................................8 2. Recommendations...........................................9 B. North Pond.......................................................9 1. Analysis...................................................9 2. Recommendations...........................................9 C. Volleyball and Basketball Court Area .................................. 9 1. Analysis..................................................10 2. Recommendations..........................................10 D. Closed Storm Drain System ......................................... 10 1. Analysis..................................................10 2. Recommendations..........................................II E. South Ponds.....................................................11 1. Analysis..................................................11 2. Recommendations..........................................II F. Dam Pond.......................................................12 1. Analysis..................................................12 I ' V CONCLUSION s I I I I A. Regional Channel.................................................13 B. Volleyball and Basketball Court Area ................................. 13 VI. REFERENCES........................................................17 ii APPENDIX 11 DESCRIPTION I PAGE PROJECT LOCATION......................................................... 1 OVERALL SWMM BASIN SCHEMATIC FROM NOLTE AND ASSOCIATES .......... 3 SWMM BASIN REVISIONS FOR HEWLETT-PACKARD BUILDING 5 ................ 5 SWMM BASIN REVISIONS FOR SYMBIOS LOGIC ............................... 11 SWMM BASIN REVISIONS FOR HP BUILDING 4 EXTRAN SWMM MODEL ......... 26 100-YEAR FULLY DEVELOPED CONDITION SWMM MODEL USED TO GENERATE EXTRAN HYDROGRAPHS ............................... 41 EXTRAN MODEL DEVELOPMENT CALCULATIONS ............................ 61 EXTRAN MODEL INPUT AND OUTPUT FILES ................................. 105 EXTRAN OUTPUT SUMMARY 164 ............................................... SWMM BASIN REVISIONS FOR HP BUILDING 4 FINAL SWMM MODEL .......... 177 100-YEAR FULLY DEVELOPED CONDITION SWMM MODEL WITH PHYSICALLY BASED POND RATING CURVES ............................................. 184 I; EXTRAN OUTPUT SYNTHETIC POND RATING CURVE DEVELOPMENT ......... 213 100-YEAR FULLY DEVELOPED CONDITION SWMM MODEL WITH SYNTHETIC POND RATING CURVE.....................................................233 I 1 ■ ` EXECUTIVE SUMMARY Purpose • The City of Fort Collins, as part of the Drainage Design requirements for Hewlett- Packard Building 4 construction, has required an analysis of potential flooding conditions t at the eastern end of the Hewlett-Packard (HP) site in Fort Collins, Colorado. • Potential for flooding to the Fossil Creek Reservoir Inlet Ditch (Fossil Creek Ditch) was ' identified in the Master Drainage Report for the Hewlett-Packard Site, Preston Kelly Subdivision, by Nolte and Associates in 1990. • This report has been prepared as part of the Building 4 Drainage Design to address the issues brought up in the Nolte report. IConfirm Flooding to Fossil Creek Ditch • Detailed hydraulic analysis has been performed using the EXTRAN block of SWMM 4.40. EXTRAN allows analysis of hydraulic systems with time -dependent flow and tailwater conditions by solving the full set of Saint-Venant Equations. • Analysis of the HP site, with runoff from a 100-Year storm, confirms limited flooding conditions, restricted to the eastern access road and the southeastern entrance, and depths ' of waterless than 10-inches. • Recommendations presented in this report are intended to prevent uncontrolled flow of ' stormwater runoff into the Fossil Creek Ditch. Recommended Improvements Regional Channel • Based on a survey performed for this report, the north bank of the regional channel was not constructed according to the design plans. • Construct bank of the regional channel to elevation 4911.0. Regrade service road I to elevation 4911.0. iv P U North Pond and Ball Field • 100-Year flows are contained within the existing pond, with approximately 1 ft of freeboard. No improvements are recommended in this area. ' • A small berm (approximately 1.0 $) has been graded in along the eastern side of the volleyball and basketball courts, to prevent overland flow (6 inches deep, maximum) from heading east toward Fossil Creek Ditch. The construction of this berm was completed based on the recommendation of a previous version of this report. Therefore, no additional improvements are recommended in this area. ' Conclusion ' • The grading improvements recommended in this report are sufficient to prevent the uncontrolled flow of water from the HP site into the Fossil Creek Ditch. • One area of grading improvements is necessary along the regional channel and overflow parking access road. The construction of these improvements will positively convey runoff through the fence between the ball fields and to the Dam Pond for further detention and controlled release. These improvements should be designed and built with the HP Parking project currently in the design phase. I1 r I I u I 1 1 1 1 1 1 DETAILED HYDRAULIC ANALYSIS REGIONAL DETENTION FACILITIES HEWLETT-PACKARD COMPANY FORT COLLINS, COLORADO GENERAL LOCATION AND DESCRIPTION A. Location The Hewlett-Packard Site discussed in this report is located in Fort Collins, Colorado, north of Harmony Road and east of County Road 9 (see the Vicinity Map in the Appendix, page 2). The site lies within the southwest 1/4 section of Section 33, Township 7 North, Range 68 West of the 6'h Principal Meridian, City of Fort Collins, Larimer County, Colorado. B. Description of the Site A. The project site encompasses the Hewlett-Packard (HP) facility on Harmony Road in Fort Collins. It is bounded by Harmony Road on the south, County Road 9 on the west and a regional drainage swale on the north and east sides. The entire site totals approximately 152 acres. Historic vegetation and topography have been developed into buildings and parking lots to the extent that the current level of development approaches the Fully Developed Condition envisioned by early master planning efforts performed by Nolte and Associates in 1990. Major Basin Description The Hewlett-Packard site lies entirely within the Fox Meadows Drainage Basin. The Fox Meadows basin is approximately bounded by Horsetooth Road on the north, Harmony Road on the south, the Cache La Poudre River and I-25 on the east, and Lemay Avenue on the west. Storm runoff travels from west to east, and discharges to the Cache La Poudre River. Sub -basin Description The HP site sub -basins drain from west to east over the site, traveling as overland flow, channel flow and pipe flow to reach one of the four detention ponds on the site. Closed pipe systems connect the ponds, allowing them to drain to the Dam Pond on the southeast corner of the site. See page 14 in the text for a map of the site with the ponds and athletic facilities labeled. The three southern ponds are also used for irrigation and are designed to retain the irrigation water and allow excess stormwater to flow downstream. The final collection pond on the HP site, 1 I 11 r I I the Dam Pond, releases minor flows through aN 18-inch/24-inch pipe combination to the Fossil Creek Reservoir Inlet Ditch, and diverts major flows over the ditch via an overflow spillway on the east embankment of the pond. C. Previous Drainage Studies 17ramage studies Tor this drainage basin began in Drainage Study 1976 with a "Drainage Anderson and Hastings, 1976 Study for Hewlett- Packard," performed by Drainage Study Anderson and Hastings Stewart & Associates, 1979 Consulting Engineers, Inc. A further study was Drainage Master Plan of Entire Basin performed in 1979 by Resource Consultants, 1981 James H. Stewart & Associates entitled "Report Updated Hydrology for the Fox Meadows Basin of Drainage Study, North Resource Consultants, 1987 Portion of Preston - Kelly Subdivision." Master Master Drainage Report planning was initiated by Nolte and Associates, 1990 the City of Fort Collins in 1981 with the "Fox HP Building 5 Drainage Report Meadows Basin (Basin H) The Sear -Brown Group, 1996 Drainage Master Plan," developed by Resource Symbios Logic Site Development Consultants, Inc. This The Sear -Brown Group, 1997 original master plan forms the basis for all later HP Building 4 development studies. A The Sear -Brown Group, 1998 "Master Drainage Report, Figure: History of Drainage Studies Prepared for Hewlett- Packard Site, Preston Kelly Subdivision, Fort Collins, Colorado," was prepared by Nolte and Associates. This Master Plan established the SWMM model for the drainage basin. The report by Nolte did not change any assumptions or conclusions from the Master Plan prepared by Resource Consultants. Later development projects have revised the original SWMM model by Nolte. More recent development in this basin has included the HP Building 5 construction, Symbios Logic site development just west of County Road 9, and HP Building 4 construction, for which this report is required. The SWMM updates for these three projects were performed by RBD, Inc. / The Sear -Brown Group. The Nolte SWMM model was updated during the design for HP Building 5 to reflect the additional impervious surface area from the building and parking 2 J I lots. The 100-Year regional drainage swale proposed by the Nolte report was designed and constructed with the Hewlett-Packard Building 5 project. The ' SWMM Model was further updated for the Symbios Logic development to account for changes in basin imperviousness and on -site detention upstream of the HP site. The discharge from the Symbios Logic site flows in the regional channel ' to the on -site detention ponds on the HP site. The Final Drainage and Erosion Control Study for Hewlett-Packard Building 4 did not make any changes to the SWMM model from the Building 5 update. It was determined that the basin ' parameters used for the Building 5 update of the model were sufficient to represent the additional impervious area associated with Building 4. Therefore, the Symbios Logic SWMM model was used as the starting point for updates ' associated with this project. The Final Drainage and Erosion Control Study for Hewlett-Packard Building 4 (The Sear -Brown Group, April 1998) did not update the SWMM model. This detailed hydraulic analysis, however, does make some minor adjustments to the SWMM basin lines within the HP site to reflect actual site grading and closed ' drainage systems. These changes were used to develop hydrographs for the EXTRAN model required for this project and also incorporated into the final SWMM model included in the appendix. This final SWMM model, in the appendix section labeled "100-Year Fully Developed Condition SWMM Model," contains the most up-to-date information for the entire basin, including revisions ' for HP buildings 4 and 5, and the Symbios Logic site west of County Road 9. This model should be used for any further updates to this watershed. III. PROJECT SCOPE A. SWMM Model Update tThis report has been prepared to address the potential of uncontrolled flooding caused by the overtopping of the north detention pond, as mentioned in the Master Drainage Report by Nolte and Associates, 1990. In order to assess the potential flooding conditions resulting from build -out at the end of Building 4 construction, the Fox Meadows Basin (Basin H) SWMM model basin boundaries were updated ' in two ways. The basin boundaries were updated both 1) inside the HP site and 2) along the perimeter. The internal basin boundaries were adjusted to reflect actual drainage patterns from the buildings and closed drainage systems between the buildings, including changes made to storm sewers associated with Building 4. Perimeter basin limits along the northern and eastern basin boundaries of the SWMM model were adjusted to include the regional detention channel in its constructed location. Previous studies appeared to approximate its location. The basin adjustments �. along the perimeter caused an overall increase in the watershed area for the HP site of about seven percent (7%), to a new value of 151.8 acres. This area was not 1 3 ' subtracted from the adjacent drainage basin to the north. The drainage basin to the north is a separate part of the Fox Meadows Basin, and as such, has a separate SWMM model. See page 28 in the Appendix for an accounting of the area in the previous model and the updated model. Four SWMM models have been created as part of this project. The first, called the EXTRAN SWMM Model, was created to generate runoff hydrographs for the EXTRAN model. The second attempted to mimic the EXTRAN results with physically based detention pond rating curves for each of the four ponds on the HP site. The third was a truncated model used only to quantify the total flow into the pond system. The fourth, called the Final SWMM Model, transferred the ' basin updates from the EXTRAN SWMM Model to the overall Fox Meadows Basin H SWMM Model for use in subsequent modeling updates. ' 1. EXTRAN SWMM Model [564014A2.DAT] This SWMM model was created to generate runoff hydrographs for the EXTRAN model. As necessary for the EXTRAN model, some of the HP site SWMM basins were divided into smaller sub -basins to reflect runoff tributary to key points in the model. These key points were typically entrances to closed storm drain systems, pond inflows or incoming channel flows. See page 14 for the location and peak value of these discharges. The SWMM model requires certain parameters for each basin in order to generate runoff information. For the basins that existed in previous models, tributary width and slope were calculated consistent with those previous models. Tributary width was determined by deriving the flow path length used in the previous model, and using it with the new basin area to compute the new tributary width. If the new derived value of tributary width was not possible within the revised basin delineation, then ' the tributary width was calculated as described for new basins, below. Slope was assumed to remain the same. For basins that were unique to the EXTRAN hydrograph generating SWMM model, tributary width was calculated by dividing the basin area by the average of several flow path lengths tributary to the basin outlet. At the request of the City of Fort Collins, tributary width was also calculated by assuming a maximum flow length of 300 ft for developed basins or 500 ft for undeveloped basins. The minimum flow path length derived by these two methods was used to calculate tributary width. For the new basins, slope was calculated based on contour plans provided by Hewlett-Packard. Percent impervious values were calculated for the smaller sub -basins by measuring the impervious area and total area directly and calculating a percent impervious. At the request of the City of Fort Collins, the percent of imperviousness area with no detention depth was set to 1 percent. 1 C! ' SWMM uses the S-hydrograph concept to evaluate a basins response to a given perturbation or rainfall. The S-hydrograph is basically a step response function, or the response of a basin to a constant rainfall intensity of infinite duration. The S-hydrograph used by SWMM is a discrete hydrograph that is generated by summing the discharges of many discrete At unit hydrographs offset by a time At thereby producing the infinite duration constant intensity storm. The method is denoted with the "S" because of the summing operation. If the S-hydrograph were truly a step response function, then it would be smooth continuous function asymptotically approaching the theoretical maximum discharge of the basin. By contrast, a discrete S-hydrograph only calculates discharge at ' specific temporal intervals. This results in an S-hydrograph that approaches the theoretical maximum discharge and then oscillates about that maximum due to the limitations of the discrete summation. When the discrete S-hydrograph is offset temporally by the storm duration and subtracted from the discrete S-hydrograph beginning at time 0 (which is the S-hydrograph procedure), these oscillations are pronounced, particularly when the difference between the two gets small (this corresponds to the receding limb of the hydrograph). Correcting this oscillation is required to maintain stability in the EXTRAN model in which the hydrographs are to be input. This correction was made conservatively by ignoring the "valley" portion of the oscillations. ' 2. Physically Based SWMM Model [564014F3.DAT] At the request of the city, Sear -Brown attempted to generate a physically based rating curve for each of the four ponds on the HP site. The rating curves were generated from the time -series pond water surface elevations and discharges from EXTRAN. Due to the dynamic interaction of the ponds, some of the rating curves were not true functions, but had a hysteretic quality. This means that for any given pond water surface elevation (or storage), there are two different discharges possible. One discharge occurs when the pond is filling and the other occurs when the pond is draining. Mod-SWMM requires a one-to-one monotonically ' increasing function as input for a detention pond rating curve. In order to obtain the pond rating curves, best -fit functions were substituted for the hysteretic loops. Documentation for the rating curve development and ' model output can be found in the appendix. The results of this model showed discrepancies in pond outflow of up to 60 percent compared to the EXTRAN model and an error of approximately 25 percent at the basin outlet. Due to the magnitude of these errors, Sear -Brown was directed by C' %dad ho� city staff to prepare a single pond rating curve that would model all of the] ponds together. �c c �NniS 5 ' 3. Interim & Final SWMM Models [564014F2.DAT & 564014F4.DAT] The final SWMM model developed for this project is the overall basin model, to be used for future changes in the drainage basin. Tributary width and slope were determined in the same manner as for the EXTRAN Hydrograph SWMM model. Percent impervious values were determined by aggregating the percent impervious values for the smaller sub -basins used in the EXTRAN SWMM model. In this way, the overall SWMM model reflects the same detail of analysis for the HP site that was used in the ' EXTRAN model. At the request of the City of Fort Collins, the percent of impervious area with no detention depth was set to 1 percent. This final ' SWMM model includes a storage -discharge rating curve that represents the complex behavior of the interconnected pond and conduit system. In order to obtain this synthetic rating curve, an interim SWMM model was prepared to integrate all of the inflows to the detention pond system. The storage portion of this rating curve was prepared by performing a mass balance on the inflow to the pond system from SWMM compared to the outflow of the Dam Pond from EXTRAN. This storage was reduced by approximately 22 percent (decrease from 32 percent in previous version due to change in EXTRAN pond volume modeling approach) to account for additional routing attenuation that couldn't be modeled with a single pond. The discharge portion of the rating curve was obtained from the outflow of the Dam Pond in the EXTRAN model. This discharge was temporally adjusted ' so that the peak discharge and the peak storage coincided. The results of this analysis and the final SWMM model can be found in the appendix. ' B. SWMM - EXTRAN Model of Regional Detention Facility [564014X2.DATJ 1. EXTRAN Description The Sear -Brown Group first attempted to model this site with the EXTRAN block of SWMM 4.30. This version was unable to produce stable results, so ' it was converted to version 4.40 to utilize the better error handling and more stable solution algori thm of the new version. The EXTRAN block of SWMM 4.40 was used to complete the detailed hydraulic analysis required for this report. "EXTRAN is a dynamic flow routing model used to compute backwater profiles in open channel and/or closed conduit systems experiencing unsteady flow. It represents the drainage system as links and nodes, allowing simulation of parallel or looped pipe networks; weirs, orifices and pumps; and system surcharges. EXTRAN is used most efficiently if it is only applied to those parts of the drainage system that cannot be simulated accurately by simpler, less costly models." (EPA, 1992) (No pumps exist in the EXTRAN model presented ' in this report.) I 1 I L1' I 2. Extent of EXTRAN Model In order to accurately assess the potential flooding conditions and hydraulic performance of the existing linked detention ponds, the regional drainage system at the east end of the HP Site was modeled in EXTRAN. See pages 106 and 107 in the Appendix for a schematic of the location of the links and nodes used in this model. As can be seen from the schematics in the Appendix, the entire storm sewer network between the buildings was not modeled, only the segment of pipe immediately upstream from the north detention pond outlet (Conduits 541 & 542). The detention ponds were modeled using rating curves developed from the contour plans provided by HP. Surface area for pond surcharging above the defined pond boundaries was also estimated from the contour plans. Pipe inverts and ground elevations were taken from survey performed for this project. Distances were scaled from the contour plans. Weir parameters were based on surveyed measurements and standard tables of weir coefficients. Details specific to each portion of the model will be discussed in the Hydraulic Analysis section below. EXTRAN Modeling Process 1. Model existing condition for point of interest. 2. Document extent of uncontrolled flow and surcharging. 3. Refine model to control surcharging using proposed solutions. 4. Proceed downstream. 5. Document final improved conditions after all surcharging is addressed to account for backwater effects. Figure: EXTRAN Modeling Process 3. Modeling Approach The EXTRAN model for this project was developed from upstream to downstream. All of the pieces were assembled based on existing conditions, then the model was executed. A typical pattern emerged as each piece of the model was analyzed. This process is illustrated in the above figure. First, the problem(s) with the existing condition for the segment under examination were documented. Then a proposed solution was iterated upon until the previously documented problem was alleviated. 7 At that point, the analysis could proceed downstream to the next problem area. This procedure was necessary because of the nature of the hydraulic ' model. If an existing condition like uncontrolled flooding in an upstream portion of the model was left uncorrected, then the entire model downstream from that point would be unreliable, because of the ' uncertainty of the flow path and quantity of runoff traveling downstream. The end result was two -fold: ' • An EXTRAN model was produced reflecting the recommended improvements to the regional detention facility. • A written log of the existing condition problems was generated ' during the modeling process. IV. HYDRAULIC ANALYSIS Uncontrolled flow to Fossil Creek Ditch occurred in two locations: • Regional Drainage Channel and Culvert • Volleyball and Basketball Court Area (potential uncontrolled flow) No uncontrolled flow to Fossil Creek Ditch occurred in the remaining locations: • North Pond • Closed Storm Drain System ' • South Ponds • Dam Pond A. Regional Drainage Channel and Culvert 1. Analysis ' The major source of inflow to the regional detention facility is the regional channel that forms the northern border of the HP site watershed area. Design plans for HP Building 5 show the trapezoidal channel having a bottom width of 5.0 feet and side slopes of 4:1, see pages 64 and 65 in the Appendix. The northern channel bank is shown with a top of bank elevation of 4910.50 from the 75 x 48 inch HERCP culvert entrance on the downstream end, to approximately 500 feet upstream, where the bank rises above 4910.50. Survey performed for this project reveals that the north bank of the regional channel does not reach elevation 4910.50. In contrast to the design plans, the north bank has been constructed at an elevation of approximately 4909.5, from the culvert entrance to 380 feet +/- upstream (the limit of survey). The design plans also call for the bank to extend at elevation 4910.50 to the south edge of the access road over the culvert. The extension of the north bank would channel the flow over the access ' 8 L_ I u 11 1 road and into the North Pond when it overtops the road, instead of flowing uncontrolled to the Fossil Creek Ditch. This extension of the north bank has not been constructed at this time. The maximum water surface elevation in the regional channel at the entrance to the culvert is 4909.77, see the maximum elevation of junction 2 on page 168 of the Appendix. Under currently constructed conditions, water will spill over the east bank of the regional channel just upstream of the installed culvert. The 75 x 48 inch HERCP culvert is designed to pass most of the 100-Year discharge in the channel, with the rest overtopping the service road over the culvert (as discussed above) and entering the north detention pond. This culvert, as constructed, will function in its designed capacity and does not need modification. 3. Recommendation The north bank of the regional channel needs to conform to the design plans for the channel from the HP Building 5 Project. The north bank should have a minimum elevation of 4911.0 and extend south past the service road to the North Pond. The service road will need regrading in the immediate vicinity of the culvert to reach the 4911.0 elevation. The design of this overtopping protection which provides approximately 1.23 feet of freeboard is expected to occur with the proposed overflow parking lot currently in the review process. B. North Pond 1. Analysis The north pond was modeled using the existing contour information provided by HP. When storm flows are routed to the pond, assuming the regional channel is modified as described above, the pond water surface rises to elevation 4908.27. The east bank of the pond is currently at t elevations between 4909 and 4910. See the As -Built Condition Flooding Limits Diagram, page 15, for the extent of flooding. 2. Recommendation ' The existing pond is adequate to prevent flow into Fossil Creek Inlet Ditch. At the maximum water surface elevation, the north pond will have approximately one foot of freeboard, based on one -foot contour mapping. No improvements are necessary in this area. 1 9 11 ' C. Volleyball and Basketball Court Area ' 1. Analysis After it leaves the North Pond, stormwater will flow past the volleyball ' and basketball courts through the fenceline that separates the softball fields. This flow is conveyed to the Dam Pond as it sheet -flows down the slope and may spread to the east and enter the Fossil Creek Inlet Ditch. ' Contour plans from before the construction of the volleyball and basketball courts indicate that part of the overland runoff could flow into Fossil Creek Inlet Ditch. Regrading of this area has been performed since the previous submittal of this report. HP has constructed a small berm to the north and east of the ball courts. The Sear -Brown Group has performed a field survey of this area to verify that it will effectively convey the sheet flow to the dam pond. 2. Recommendation ' Because the flow through the baseball fence line occurs at a depth less than 6 inches, and the flow depth of this sheet flow is not expected to ' increase as it makes its way to the Dam Pond, the recently constructed berm should be adequate to convey flows to the Dam Pond and prevent ' uncontrolled spilling into the Fossil Creek Ditch. An exhibit of the surveyed berm is provided in the appendix on page 96. No further improvements are necessary in this area. ' D. Closed Storm Drain System ' 1. Analysis The existing closed storm drain system has been constructed to convey parking lot and building runoff to appropriate detention ponds. The portion of the closed storm drainage system modeled in EXTRAN includes the outlet pipe from the North Pond, the first pipe segment west from the junction of the North Pond outlet pipe, and the trunk line from ' that junction down to the southeast pond. Runoff is added to the pipe network at locations corresponding to the parking lot inlets. See the Peak Inflow schematic on page 14 of the text, and the EXTRAN Model ' schematic on page 60 of the Appendix. 11 A 36-inch concrete pipe has been installed as the outlet from the North Pond. The lateral joining this pipe from the south side of the Building 6 Annex is 36-inch concrete pipe as well. The pipe downstream from this junction of two 36-inch pipes is a single 30-inch pipe. This system intercepts additional flow from parking lot inlets, and discharges to the [to] ' Southeast Pond (labeled Pond "7" on the EXTRAN Schematic, page 60 in the Appendix). The capacity of the closed storm drain system is supplemented by overland flow along the roadway and overflow toward the Dam pond when flow depths exceed the curb height. As such, these conduits were modeled with overflow channels in order to ensure that no ' flow was lost from the system due to flooding at the adjacent nodes. 2. Recommendation Although the closed storm drain system does not have sufficient capacity to convey the 100-Year runoff from the North Pond (Pond "3" in the ' EXTRAN Schematic) to the Southeast Pond (Pond "7"), the overflow is safely carried by the roadway section with flooding confined to about 450 fl of the the outer perimeter of the parking area (based on existing 1-foot contours obtained from HP), as shown in both the As -Built Condition Flooding Limits figure and the Improved Condition Flooding Limits figure, pages 15 and 16 respectively. Therefore, no improvements are ' recommended for this section of the model. ' E. South Ponds 1. Analysis ' The two southern ponds, as constructed, convey 100-year runoff from the Southwest Pond to the Southeast Pond through a 48-inch concrete pipe culvert. An outlet weir has been constructed to detain irrigation water in the Southwest Pond. When the water surface exceeds the height of the weir (crest elevation 4902.12 - see page 90 in the appendix), flow passes over the outlet weir in the western pond and through the 48-inch pipe to ' the eastern pond. The EXTRAN analysis indicates that water surface in the southwest pond will rise to 4910.27. This is slightly above the minimum entrance road elevation of 4910 between the Southwestern Pond and the Southeastern Pond. Therefore, slight overtopping of the entrance road is anticipated during the 100-Year storm (86.3 cfs sheet flow). The water surface in the southeast pond will rise to 4906.44, leaving ' approximately one foot of freeboard (based on one -foot contour mapping). 2. Recommendation No improvements are recommended in this area as the entrance road overtopping is contained within the site. 11 7 1 F. Dam Pond 1. Analysis ' This pond appropriately handles the 100-Year flows without overtopping the embankment. 100-Year conditions will inundate the pedestrian bridge crossing the center of the pond to a depth of 2.0 feet (based on an ' approximate deck elevation of 4890.25). Due to the depth of ponding over the bridge and a flow width of approximately 430 ft (based on a water surface elevation of 4892.21 and the one -foot contour mapping provided by HP), the ' 'bridge and channel between the east and west portion of the Dam Pond were not modeled as a constriction in the flow through the pond. The pond rating curve does reflect the surface area at each contour elevation, and so accounts 1 11 I 670 .18""Fmc OUH/ / S/uice God 0.0 IrnyEI.77.75 1 ra Figure: Dam Pond Outlet Works Configuration for the unique geometry of the pond. At peak stage, the pond will discharge through two outlets. Minor flows (up to a maximum of 21.7 cfs) will pass through the low flow outlet, an 18-inch pipe that connects to the 24-inch ' maintenance drain pipe that discharges to the Fossil Creek Inlet Ditch. This discharge is considered "controlled" flow and is not part of the "uncontrolled" flooding that this report is intended to address. The remaining water that is detained by the Dam Pond will ultimately rise to a water surface elevation of 4892.21. At water surface elevations above the invert of the overflow weir (4891.48), runoff will leave the detention pond through the overflow weir and bypass the Fossil Creek Ditch. No uncontrolled flooding in this location was predicted by the model. Peak 12 1 ' discharge over the spillway is 100.7 cfs. Pond detention beyond the defined pond boundaries was contained within the grading of the surrounding area ' and did not demonstrate any adverse impacts. As a side note, the Dam Pond has a lower outlet, a 24-inch pipe controlled by ' a manually operated sluice gate. See the figure on page 12 for reference. This appears to be for maintenance use in draining the pond. It was not included in the model as an outlet to the pond. The minor outlet, an 18-inch RCP, has a free opening. The 18-inch pipe discharges into the lower 24-inch pipe. Manning's equation shows that the 24-inch pipe has a lower capacity than the 18-inch pipe based on their respective slopes. The 18-inch pipe was included in the model as an orifice due to its steep slope and short length. Therefore, the minor outlet from the pond was modeled as a 24-inch pipe at 1.62 percent slope (based on the Anderson and Hastings design plans, 1979), ' but using the invert of the 18-inch outlet. This approach accurately reflects the capacity and elevation of the minor outlet. Moreover, the downstream controlling water surface elevation on this pipe was assumed to be constant at ' an elevation of 4878.53, which is consistent with the water surface elevation in the Fossil Creek Ditch when it is flowing at capacity. 2. Recommendation ' No improvements are recommended in this area. ' V. CONCLUSION A. Regional Channel The regional channel and adjacent roadway grading needs to be constructed to the specifications designed as part of the Building 5 project. The regional channel design for HP Building 5 is sufficient to control the anticipated runoff for the 100- Year storm. No additional improvements in this area are recommended. B. Volleyball and Basketball Court Area As discussed above, a 1-foot high berm has been constructed to channel overland sheet flow toward the Dam Pond. This berm should be adequate, therefore no further improvements are necessary in this area. 100-Year flows will be adequately conveyed through the HP site if the improvements recommended in this report are implemented. Flooding will be contained within the limits shown in the Proposed Improvement Conditions Flooding Limits figure on page 16. 13 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SEAR -BROWN to ■ ver REGIONAL CHANNEL 238 cfs 0 1 O \ O 124 0 Q 379 cfs—_y C U Q 1 40 cfs 4 45 cfs =J SOUTH POND VE. 49013 16 V HARMONY ROAD NORTH POND 3 Q 0 NORTH BALL FIELD 24 cfa FENCE UNE SOUTH BALL FIELD • z 49 cfs Au a O AND V.E. DAM POND HP EXTRAN Model PEAK INFLOWS FROM SWMM BASINS 100 YEAR STORM NOTE: FLOWS SHOWN ARE ONLY FROM OUTSIDE THE EXTRAN MODEL. NO FLOWS INTERNAL TO THE MODEL ARE SHOWN ON THIS FIGURE. u u I 141 1 1 1 1 1 1 1 1 1 1 1 i SEAR -BROWN i HP FX TRAM Model mits (approximate) ondition, May 1998 ON OF FLOW / FLOODING OF FLOODING 151 i Am nr_ w r rsrs 0%"% &T>•1 v7&dr&K "[1V ♦• lIN TOP OF BERM = 4911.00 HP EXTRAN Model 1 Flooding Limits Proposed Improvement Condition I LEGEND <-Z / / / / O PROPOSED BERM EXISTING BERM DIRECTION OF FLOW / FLOODING I LIIMITS OF FLOODING TOP OF EXISTING BERM - 1' ,ABOVE PREVIOUS GROUND LEVEL I HARMONY ROAD o %1 161 . -I ' VI. REFERENCES Storm Drainage Design Criteria and Construction Standards by the City of Fort Collins, Colorado, May 1984, Revised January 1997. ' Fox Meadows Basin (Basin H) Drainage Master Plan, Fort Collins, Colorado, by Resource Consultants, Inc., February 25, 1981. Master Drainage Report, Hewlett-Packard Site, Preston Kelly Subdivision, Fort Collins, Colorado, by Nolte and Associates, revised October 1990. ' Storm Water Management Model User's Manual Version 4, EXTRAN Addendum, Athens, Georgia, by the Environmental Research Laboratory Office of Research and Development, U.S. EPA, 1992 Final Drainage Study for Hewlett-Packard Company, Building 5, Fort Collins, Colorado, by RBD, Inc. Engineering Consultants, A Division of Sear -Brown, October 4, 1996. Overall Drainage Study and Phase 1 Final Drainage Study for the Symbios Logic Site, Fort Collins, Colorado, by The Sear -Brown Group, July 23, 1997. 1_J r I I I I �� 17 PROJECT LOCATION 1 i 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1' 1 VICINITY MAP N.T.S. 13 I 3 r OVERALL SWMM BASIN SCHEMATIC FROM NOLTE AND ASSOCIATES I 11 I 1 I 1 1 1 1 1 i Cl) o Z ' O a N p a z . : Lu.. Z a N.:.. o� W W co a � a iz .I-- W � ti W Q k W e J f 4 H 5 SWMM BASIN REVISIONS FOR HEWLETT - PACKARD BUILDING 5 FINALDRAINAGE STUDY FOR HEWLETT-PACKARD COMPANY BUILDING 5 FORT COLLINS, COLORADO October 4, 1996 Prepared for: H + L Architecture 1621 18th Street, Suite 100 Denver, Colorado 80202 Prepared by: RBD, Inc. Engineering Consultants A Division of Sear Brown 209 South Meldrum Fort Collins, Colorado 80521 (970)482-5922 RBD Job No. 282-015 REV. 3 i i i Y Y Y i i 100 YEAR SWMM MODEL n r 1 1 1 1 1 1 1 1 1. 1, i 1 1 1 1 1 I I CLIENT 171 L JOB NO. RR2-0 r y3 INC PROJECT 1_'IeAN(G� ]Ean Ct&:AJ CALCULATIONSFOR jWAIM Engineering Consultants MADE BY vr' DATE ' II HECKED BYDATE SHEET- OF -FD�c. �Y1-eacQ �vy s '�cs, i, SW � M /Y► od c-�ca.f'ion�- basin -3a = *P �K;(dI,gyp S o(evelo1ovn-Cn�' O �o J A- >rV-14 = L6 30 -fit $asin 3�{ —' �cY15-ttn� �arnlpKS Ad • u s t areCk. A — �9. 6 a� Q+r t ? C 2'as:r� --h-o Gw� bee(A-7j GCYtv,r_yQnCC cevt vey Q vl Gc V"eyo SIB filet,!' ; = y = I Uf-c, c fee:- — G. C67 b-1 n. Sta. ►� fOd * Ofoo� s1= O. 06 D I SWMM input file 282013S1.DAT: 1 z t 1 2 3 4 ATERSHED 0 HEWLETT-PACKARD MASTER DRAINAGE STUDY (FOX MEADOWS BASIN H) 100-YR DEVELOPED �EVISED 12 JAN 96; RBD, INC., ENGR. CONS. (dkt); FILE: 282013S1.DAT 96 5.0 1 10. 1 25 5.0 0.60 0.96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 0.84 0.60 0.48 0.36 0.36 0.24 0.24 0.24 0.24 0.24 0.24 0.12 0.12 0.00 -2 .016 .25 .1 .3 .51 .5 .0018 1 21 125 3200 66.3 40 .604 1 23 126 4000 61.3 40 .007 '1 24 127 2600 10.6 40 .003 1 31 128 5000 87.9 40 .008 1 32 35 3200 31.3 60 .003 1 33 42 660 13.3 10 .050 1 34 39 4800 78.6 70 .005 '1 30 38 1630 18.7 72 .007 0 0 '1 36 35 0 1 3.0 900.0 .0037 4.0 4.0 .060 10.00 1 35 38 0 1 5.0 1300.0 .0037 4.0 4.0 .035 10.00 1 38 40 0 1 5.0 1900.0 .0046 4.0 4.0 .035 10.00 0 40 43 10 2 .01 100.0 .01 .023 .01 0.00 0.00 0.44 20.00 0.98 20.00 1.61 20-0 ' 2.35 24.0 3.25 50.0 4.74 80.0 7.03 100.0 8.23 110.0 9.86 250.0 1 43 42 0 5 4.0 650.0 .025 0.0 0.0 .016 4.00 50.0 650.0 .025 50.0 50.0 .035 100.0 ' .0 39 41 11 2 .01 100.0 *01 .023 .01 0.00 0.00 0.06 2.00 1.D4 31.0 2.10 38.0 3.23 46.00 4.45 52.00 5.37 54.0 5.78 56.0 7.16 60-0 8.66 64.00 10.28 68.0 1 41 42 0 5 4.7 300.0 .050 0.0 0.0 .016 4.70 50.0 300.0 .025 50.0 50.0 .035 100.00 0 42 203 8 2 .01 0.1 .11 .001 100.0 .0 .0 2.0 21.0 4.2 22.5 6.90 23.5 9.9 24.2 13.4 25.0 16.4 214.5 19.6 575.6 1 125 213 0 1 2.0 2600.0 .004 30.0 30,0 .016 100.00 '1 126 214 0 1 2.0 2000.0 .004 30.0 30.0 .016 100.00 1 127 35 0 1 2.0 1300.0 .006 30.0 30.0 .016 100.00 1 128 215 0 1 2.0 2600.0 .004 30.0 30.0 .016 100.00 THEORETICAL 3-POINT RATING CURVES FOR FUTURE UPSTREAM DETENTION PONDS 213 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.33 24.0 6.0 24.0 214 35 3,2:. 0.1 100.0 .010 .013 0.1 .0 .0! 5.70 24.0 7.0 24.0 215 36 3 2, 0.1 100.0 .010 .013 0.1 .0 .0 9.32 24.0 10.0 24.0 0 12 1 35 38 39 41> 42 40 43 213 214 215 36 127 �NDPROGRAM rl J I 1 1 1 1 1 1 1 1 1 1 1 SWMM BASIN REVISIONS FOR SYMBIOS LOGIC i i \ CXcer,P J Overall Drainage Study and Phase I Final Drainage Study for the Symbios Logic Site Fort Collins, Colorado July 1997 THE SEAR -BROWN GROUP Standards in Excellence 13 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 UPDATED 100-YEAR SWMM MODEL INPUT DATA FOR THE SOUTH FOX MEADOWS BASIN COUNTY ROAD 9 1 �� — — — POND a1 TPO N •1 - - 1 y POND *I POND 02.' t LEGEND % i ( — 4999 . EXISTING CONTOUR ' ' 1 128 p GD �� 89 —� PROPOSED CONTOUR 1 Oj - , m ' s _ rI 'o.� ' ' HIGH POINT _ — — l ,rl 126 � + ,� O ri DIRECTION OF FLOW BASIN — — r`O ` '/ ', ♦ - / �/ ��© 126 CONVEYANCE ELEMENT 23 �' ✓ '9 � � , I � x POND rr•O~ / 1 DETENTION POND 83 ` - - _,� .' / ♦ - ' / - - , /' ,' , Q 09 r ®� ® DRAINAGE BASIN BOUNDARY ' I=O SWALE/DITCH w/ FLOW ARROW NOT TO SCALE ' l ' ♦ I. A-- OWN I.' — — —— — I .f 1 , ,------- ---- - - - ---FUTURE 20 � Isyrdm os THEORETIC 124 �I L O G 1 C SWMM EXHIBIT ipow.4 mmumm.. _ .fj i _ ..so— , _.. Inc. Engineering Consultants I� �� CLIENT — P,JOB NO. 7 I'4— C NC PROJECTC� I N1�.1 G CALCULATIONS FOR �o P I OU � Engineering Consultants MADE B;E DA4�CHECKED BY DATE SHEET % OF ^1<EA Por i can .OF. Svv/YI/VI ba.5in 3 1) alp Int1P. = IS:O�p.Lt 2,IZ /�L -r 8_�pAc.c �5� c� IMP AizE 1 2 LSD jmm ba.s,'n Z 3� 1�2t7:1 I r�lP _ G. 74 2 coeeE n OF>=S1"f� A2EA (O-I) �Sln//►t/h ba�,n Zo) ASSI,IM E. I oo'/a PE6z� l OLl` ='n AN.� IrJc �. A I rJ P_ 1. � SEE CE 2 t 2 OK PA62E t�l fS�R-- N�AK v(c11�%j 12�rr �E TDTHI✓ APx� = 3-72 AC2E5 -} 16 CLIENT 9NL Dt'S1q^ JOBNO.;71*-q00 T:IDINC PROJECT - j rV\&05_ CALCULATIONS FOR SWM 41-0LI Engineering Consultants MADE BY�����J//E DATE6�6CHECKEDBY DATE SHEET -OF SWAIA eevlslor,5 SyMbloS dl/cnall Dl'aln.ccIT-C f fan Ta-ta� art-,91 65;,m(�;as P(an) = 5/.$fit �l6•g3 + 50,3 ly�•l ac ctc- �e �1�OVVlnc� pQ�f� �a( SttP�Ofir� d �l� (C/�q l.4 a>,� -t'n bN-f-ary wici� �a1Gvl� lion S. CAS, S7 P.Z)1SI. 5-7 $asr n Z3 J�sSaL_ Ba s; l-, 06 /Uew 4yiVl�ios Slte bu 5r^ O-1 Avcra,-j W = [ H � S6 ��/ U � Z> 1 ✓hjOG--V 1 O 14 S, i3a 5 ! n 5 %C/o e" S — O OO 6 -pt/pt pt f 17 CLIENT kN JOB y NO. 1 —00 RINC PROJECT S{fYlM bl CALCULATIONS FOR _�Wm/n —ODP ppyy �- Engineering Consultants MADEBY.C� DATE 619A CHECKED BY DATE -SHEET—OF SIA) -- &OLS l n 1 A(n)-5.00 nc -�--- ACc>=7.37 nc L()=1257 Ft to I 1 I L(2)=1801 ft I 1 ' I I 1 1 ACb)=22.50 oc N` i ACd>=17.00 ac ■ ■ 1 = AQ t Ab = z Z, z 7- AT. - Al + A2 _ � � S -1- 2 4. 3 Te mote as c� se Lsub—�a si.,� rffirr- Garv,��s1 -c -Plow lc,.�-�1h acre 4I6v&eU� width ��1rAmet�rs EI(I25-7) ;z7.5 + 09oi) N, 3:;z3 S1 /4GZ(3 p� __..... w [(I�r•Y) S -t (2-768 -:?q l2�F: -5wNj/Yl Jv, Use's �aRVOL11) PP 902. OC6. F I CLIENT f �i it JOB NO. 7 pO INC PROJECT wm�. os Lo�q �'c CALCULATIONS FOR �%,V AAl - 40b Engineering Consultants MADE BY�DATE CHECKEDBY_DATE SHEET_OF sWi%l/rl /'eJtSlon.S (�loY[ti-� . __ pPre ,�� �,�}e .:. Gu �.b.. �(w1T�er- /5 {'reP �e c li oYt ....... . _ . . - - .._..----.: yU h = O. O 16 cj Q. S -F{, Trf a.n5 �.lar- swa.l� ;i , = Ib o� �6, s = 6. a- � � ....._..__-...... c� z • D.-rl.i5 8a5;A7-36 D/5 Gan �a•;ce �.l�mc�,-f- j s __.. � _ CE_7 01 Z So. 3 �(OvV � q IOe�—CtG/'c c(.,• maLi� 30. S :cFS �So. 3 t Al6t. 9 3� = L AL c. Kee r z�S is l 3 cr�� below al(01AJ6Lb/-e 2H•O. , c-i�. Redv�Ge al�Gwab/e cQlS�h�U�e 2-Is E-d 1 �: -. C-�_ .f-e✓tSe_d 3D. S: G�S• n SWMM input file 714001S1.DAT: May 12, 1998 I 2 1 1 2 3 4 'RSHED 0 BIOS LOGIC OVERALL DRAINAGE PLAN (FOX MEADOWS BASIN H) 100-YR DEVELOPED �EVISED 19 JUN 96; RBD, INC./SBG (dkt) FILE: 714001S1.DAT 96 5.0 1 10. 1 25 5.0 0.60 0.96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 0.84 0.60 0.48 0.36 0.36 0.24 0.24 0.24 0.24. �0.24 0.24 0.12 0.12 0.00 Prepared for: RNL Design * SWMM proposed developed condition, 100-yr recurrence interval Updated from Hewlett-Packard Master Drainage Study (282013S1.DAT) -2 .016 .25 .1 .3 .51. .5 .0018 1 21 125 3200 66.3 40 .004 1 24 127 2600 10.6 40 .003 I Symbios Logic property 1 23 1263717.46.93 17.0 .008 1 31 1282303.51.87 49.7 .008 * Off -site to west of Symbios 1 20 1242578. 50.3 5 .008 Hewlett-Packard property 1 32 35 3200 31.3 60 .003 1 33 42 600 13.3 10 .050 1 34 39 4800 78.6 70 .005 '1 30 38 1630 18.7 72 .007 0 0 1 36 35 0 1 3.0 900.0 .0037 4.0 4.0 .060 10.00 1 35 38 0 1 5.0 1300.0 .0037 4.0 4.0 .035 10.00 1 38 40 0 1 5.0 1900.0 .0046 4.0 4.0 .035 10.00 0 40 43 10 2 .01 100.0 .01 .023 .01 0.00 0.00 0.44 . 20.00 0.98 20.00 1.61 20.0 2.35 24.0 3.25 50.0 4.74 80.0 7.03 100.0 8.23 110.0 9.86 250.0 1 43 42 0 5 4.0 650.0 .025 0.0 0.0 .016 4.00 50.0 650.0 .025 50.0 50.0 .035 100.0 ' 0 39 41 11 2 .01 100.0 .01 .023 .01 0.00 0.00 0.06 2.00 1.04 31.0 2.10 38.0 3.23 46.00 4.45 52.00 5.37 54.0 5.78 56.0 7.16 60.0 8.66 64.00 10.28 68.0 1 41 42 0 5 4.7 300.0 .050 0.0 0.0 .016 4.70 50.0 300.0 .025 50.0 50.0 .035 100.00 0 42 203 8 2 .01 0.1 .11 .001 100.0 .0 .0 2.0 21.0 4.2 22.5 6.90 23.5 9.9 24.2 13.4 25.0 16.4 214.5 19.6 575.6 '1 124 212 0 1 0.0 850.0 .008 30.0 30.0 .035 10.00 1 125 213 0 1 2.0 2600.0 .004 30.0 30.0 .016 100.00 1 126 214 0 1 0.0 1600.0 .008 4.0 4.0 .035 10.00 1 127 35 0 1 2.0 1300.0 .006 30.0 30.0 .016 100.00 1 128 215 0 4 0.0 1513. .008 12.0 12.0 .016 0.50 10.0 1513. .008 50.0 50.0 .020 10.00 THEORETICAL 3-POINT RATING CURVES FOR FUTURE UPSTREAM DETENTION PONDS 213 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.33 24.0 7.0 24.0 ' 214 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.70 30.5 8.0 30.5 215 36 3 2 0.1 100.0 .010 .013 0.1 .0 .0 6.70 17.5 8.0 17.5 Future off -site detention pond to west of Symbios THEORETICAL 3-POINT RATING CURVE 212 126 3 2 0.1 100.0 .010 .013 0.1 .0 .0 0.0 15.8 10.0 15.8 0 10 1 35 38 42 40 43 213 214 215 36 212 40GRAM SWAM output file 714001S1.OUT: May 12, 1998 ' ENVIRONMENTAL PROTECTION AGENCY STORM WATER MANAGEMENT MODEL VERSION PC.1 MOTE-. Tits Mom_ 0LjrWT- PJ2.©VM>EZ� DEVELOPED BY METCALF + EDDY, 'INC. ' . A--5 V �iS��n UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) ' HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) 'WATERSHED PROGRAM CALLED *** ENTRY MADE TO RUNOFF MODEL *** ISYMBIOS LOGIC OVERALL DRAINAGE PLAN (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 19 JUN 96; RBD, INC./SSG (dkt) FILE: 714001S1.DAT 'NUMBER OF TIME STEPS 96 INTEGRATION TIME INTERVAL (MINUTES) 5.00 ,10.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH 25 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES . RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .24 .12 .12 .00 YMBIOS LOGIC OVERALL DRAINAGE PLAN (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 19 JUN 96; RBD, INC./SBG (dkt) FILE: 714001S1.DAT USAREA GUTTER WIDTH AREA UMBER OR MANHOLE (FT) (AC) -2 0 .0 .0 125 3200"0 66.3 '21 24 127 2600.0 10.6 23 126 3717.0 46.9 31 128 2303.0 51.9 20 124 2578.0 50.3 32 35 3200.0 31.3 33 42 600.0 13.3 34 39 4800.0 78.6 30 38 1630.0 18.7 TOTAL NUMBER OF SUBCATCHMENTS, TOTAL TRIBUTARY AREA (ACRES), PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO .0 .0300 .016 .250 .100 .300 .51 .50 .00180 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 1 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 17.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 49.7 .0080 .016 .250 .100 .300 .51 .50 .00180 1 5.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 60.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 10.0 .0500 .016 .250 .100 .300 .51 .50 .00180 1 70.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 72.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 9 367.90 YMBIOS LOGIC OVERALL DRAINAGE PLAN (FOX MEADOWS BASIN H) 100-YR DEVELOPED EVISED 19 JUN 96; RBD, INC./SBG (dkt) FILE: 714001S1.DAT I** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 367.900 ' TOTAL RAINFALL (INCHES) 2.890 TOTAL INFILTRATION (INCHES) .538 'TnTAL WATERSHED OUTFLOW (INCHES) 2.106 ..AL SURFACE STORAGE AT END OF STROM (INCHES) .246 ' ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL 004 SYMBIOS LOGIC OVERALL DRAINAGE PLAN (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 19 JUN 96; RBD, INC./SBG (dkt) FILE: 714001S1.DAT WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) '36 35 0 1 CHANNEL 3.0 900. .0037 4.0 4.0 .060 10.00 1 35 38 0 1 CHANNEL 5.0 1300. .0037 4.0 4.0 .035 10.00 1 38 40 0 1 CHANNEL 5.0 1900. .0046 4.0 4.0 .035 10.00 1 40 43 10 2 PIPE .0 100. .0100 .0 .0 .023 .01 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 20.0 1.0 20.0 1.6 20.0 2.4 24.0 3.3 50.0 4.7 80.0 7.0 100.0 8.2 110.0 9.9 250.0 43 42 0 5 PIPE 4.0 650. .0250 .0 .0 .016 4.00 1 OVERFLOW 50.0 650. .0250 50.0 50.0 .035 100.00 39 41 11 2 PIPE .0 100. .0100 .0 .0 .023 .01 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 2.0 1.0 31.0 2.1 38.0 3.2 46.0 4.5 52.0 5.4 54.0 5.8 56.0 7.2 60.0 8.7 64.0 10.3 68.0 ' 41 42 0 5 PIPE 4.7 300. .0500 .0 .0 .016 4.70 1 OVERFLOW 50.0 300. .0500 50.0 50.0 .035 100.00 42 203 82 PIPE .0 0. .1100 .0 .0 .001 100.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.0 21.0 4.2 22.5 6.9 23.5 9.9 24.2 13.4 25.0 16.4 214.5 19.6 575.6 -4 212 0 1 CHANNEL .0 850. .0080 30.0 30.0 .035 10.00 1 125 213 0 1 CHANNEL 2.0 2600. .0040 30.0 30.0 .016 100.00 1 126 214 0 1 CHANNEL .0 1600. .0080 4.0 4.0 .035 10.00 1 127 35 0 1 CHANNEL 2.0 1300. .0060 30.0 30.0 .016 100.00 1 128 215 0 4 CHANNEL .0 1513. .0080 12.0 12.0 .016 .50 1 OVERFLOW 10.0 1513. .0080 50.0 50.0 .020 10.00 213 35 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.3 24.0 7.0 24.0 214 35 3 2 PIPE `.1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.7 30.5 8.0 30.5 215 36 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 6.7 17.5 8.0 17.5 212 126 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .0 1.5,8 10.0 15.8 OTAL NUMBER OF GUTTERS/PIPES, 17 YMBIOS LOGIC OVERALL DRAINAGE PLAN (FOX MEADOWS;BASIN H) 100-YR DEVELOPED EVISED 19 JUN 96; RBD, INC./SBG (dkt)FILE: 714001S1.DAT IRRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES ' GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 35 36 127 213 214 0 0 0 0" 0 0 32 0 0 0 0 0 0 0 0 0 257.3 36 215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51.9 38 35 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 276.0 39 0 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 0 78.6 ' 40 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 276.0 41 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 78.6 42 43 41 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 367.9 43 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 276.0 r I 124 0 0 0 0 0 0 0 0 0 0 125 0 0 0 0 0 0 'd O 0 0 126 212 0 0 0 0 0 "'0 0 0 0 127 0 0 0 0 0 0 0:`. 0 0 0 128 0 0 0 0 0 0 0 0 0 0 212 124 0 0 0 0 0 0 0 0 0 213 125 0 0 0 0 0 0 0 0 0 214 126 0 0 0 0 0 0 0 0 0 215 128 0 0 0 0 0 0 0 0 0 NONCONVERGENCE IN GUTTER DURING TIME STEP 65 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 67 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 69 AT CONVEYANCE ELEMENT 212 'NONCONVERGENCE IN GUTTER DURING TIME STEP 71 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 73 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 75 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 77 AT CONVEYANCE ELEMENT 212 'NONCONVERGENCE IN GUTTER DURING TIME STEP 79 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 81 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 83 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 85 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 87 AT CONVEYANCE ELEMENT 212 'NONCONVERGENCE IN GUTTER DURING TIME STEP -89 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 91 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 93 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 95 AT CONVEYANCE ELEMENT 212 NONCONVERGENCE IN GUTTER DURING TIME STEP 97 AT CONVEYANCE ELEMENT 212 as 20 0 0 0 0 0 0 0 0 0 50.3 21 0 0 0 0 0 0 0 0 0 66.3 23 0 0 0 0 0 0 0 0 0 97.2 24 0 0 0 0 0 0 0 0 0 10.6 31 0 0 0 0 0 0 0 0 0 51.9 0 0 0 0 0 0 0 0 0 0 50.3 0 0 0 0 0 0 0 0 0 0 66.3 0 0 0 0 0 0 0 0 0 0 97.2 0 0 0 0 0 0 0 0 0 0 51.9 SYMBIOS LOGIC OVERALL DRAINAGE PLAN (FOX MEADOWS BASIN%H) 100-YR DEVELOPED REVISED 19 JUN 96; RBD, INC./SBG (dkt) - _ FILE: 714001S1.DAT ,HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW,IN CFS:FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS,"DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC-FTFOR SURCHARGED GUTTER 7IME(HR/MIN) 35 36 38 40 42 43 212 213 214 215 ' 0 5. .00 . .00 .00 .00 .00 .00 .00 .00 .00 .00 .00( ) .00( ) .00( ) .00( ) .00(s) .00( ) .00( ) .00( > .00( ) .00( > 0 10. .02 .00 .01 .00 .01 .00 .02 .01 .01 .01 .02( ) .00( > .01( ) .00(s) .00(s) .00( ) .00( ) .00(s) .00(s) .00(s) 0 15. .92 .00 .43 .06 .17 .01 .61 .02. .04 .03 -20( ) .00( ) .12( ) .00(S) .02(S) .03( ) .00( ) .00(S) .01(S) .01(S) 0 20. 5.95 .00 3.46 .57 .63 .25 1.81 .09 .17 .14 ..56( ) .01( ) .39( ) .01(S) .06(S) .11( ) .00( ) .02(S) .03(S) .05(S) 0 25. 18.67 .02 13.38 2.70 1.78 1.78 3.65 .34 .50 .46 1.02( ) .04( ) .81( ) .06(S) .17(S) .28( ) .00( ) .07(S) .09(S) .17(S) 0 30. 47.66 .12 40.02 9.19 4.33 7.32 8.83 1.05 1.26 1.18 1.61( ) .11( ) 1.40( ) .20(S) .41(S) .54( ) .00( ) .23(S) .23(S) .45(S) 0 35. 113.65 .47 106.32 20.00 9.10 17.96 15.81 2.86 3.04 2.81 ' 2.40( ) .24( ) 2.21( ) .61(S) - .87(S) .84( ) .03(S) .63(S) .57(S) 1.07(S) 0 40. 163.33 1.38 181.63 20.00 15.11 21.05 15.81 6.14 5.97 5.43 2.82( ) .43( ) 2.81( ) 1.46(S) 1.44(S) .91( ) .14(S) 1.36(S) 1.11(S) 2.08(S) 0 45. 151.02 3.03 204.95 31.60 21.02 28.35 15.81 10.08 9.13 8.15 2.72( ) .64( ) 2.97( ) 2.61(S) 2.03(S) 1.06( ) .31(S) 2.24(S) 1.70(S) 3.12(S) 0 50. 131.58 5.19 193.39 58.54 21.50 54.80 15.81 13.71 11.96 10.29 2.56( ) .83( ) 2.89( ) 3.67(S) 2.74(S) 1.49( ) .50(S) 3.04(S) 2.23(S) 3.94(S) 0 55. 118.10 7.45 172.72 74.69 22.09 73.90 15.81 16.77 14.49 11.92 2.44( ) .99( ) 2.75( ) 4.48(S) 3.60(S) 1.76( ) .70(S) 3.72(S) 2.71(S) 4.56(S) 1 0. 108.91 9.52 153,45 82.77 22,63 81.76 15.81 19.28 16.73 13.19 2.35( ) 1.10( ) 2.61( ) 5.06(S) 4.54(S) 1.86( ) .90(S) 4.28(S) 3.12(S) 5.05(S) 1 5. 101.94 11.27 137.48 86.43 22.99 86.40 15.81 21.29 18.65 14.17 2.28( ) 1.19( ) 2.49( ) 5.48(S) 5.52(S) 1.92( ) 1.08(S) 4.73(S) 3.48(S) 5.42(S) 10. 96.69 12.70 124.83 89.04 23.35 88.59 15.81 22.89 20.29 14.94 ' 2.23( ) 1.26( ) 2.38( ) 5.78(S) 6.50(S) 1.95( ) 1.24(S) 5.08(S) 3.79(S) 5.72(S) 1 15. 92.77 13.82 115.05 90.85 23.64 90.81 15.81 24.01 21.66 15.53 2.19( ) 1.31( ) 2.30( ) 5.98(S) 7.48(S) 1.98( ) 1.39(S) 5.36(S) 4.05(S) 5.94(S) 1 20. 89.70 14.69 107.61 92.04 23.87 91.85 15.81 24.01 22.80 15.98 2.15( ) 1 35( ) 2.23( ) .:.6.12(S) 8.46(S) 1.99( ) 1.52(S) 5.58(S) 4.26(S) 6.11(S) 1 25. 87.05 15.35 101.81 92.78 24.09 92.77 15.81 24.01 23.76 16.33 ' 1 30. 2.12( 84.82 ) 1.37( ) 15.86 2.17( ) 97.12 6'.20(S) 93.17 9.44(S) 24 32 2.01( ) 93.11 1.63(S) 15.81 5.75(S) 24.01 . 4.44(S) 24.55 6.25(S) 16.59. 2.10( ) 1.39( ) 2.13( ) 6.25(S) 10.41(S) 2.01( ) 1.72(S) 5.89(S) 4.59(S) 635(S) 35. 83.16 16.24 93.44 93.30 24.54 93.31 15.81 24.01 25.21 16.78 2.08( ) 1.41( ) 2.09( ) 6.26(S) 11.37(S) 2.01( ) 1.80(S) 5.99(S) 4.71(S) 6.42(S) 1 40. 81.96 16.52 90.64 93.22 24.76 93.22 15.81 24.01 25.75 16.91 ' 2.07( ) 1.42( ) 2.06( ) 6.25(S) 12.32(S) 2.01( ) 1.87(S) 6.07(S) 4.81(S) 6.47(S) 1 45. 81.08 16.72 88.54 93.01 24.97 93.05 15.81 24.01 26.20 17.01 2.06( ) 1.43( ) 2.04( ) 6.23(S) .13.27(S) 2.01( ) 1.93(S) 6.13(S) 4.89(S) 6.51(S) ' 1 50, 80,41 2.05( 16,87 ) 1.43( ) 86.97 2.02( ) 92.70 6.19(S) 66.29 14.05(S) 92.73 2.01( ) 15.81 1.97(S) 24.01. 6.17(S) 26.57 4.96(S) 17.07 6.53(S) 1 55. 79.64 16.97 85.58 92.33 99.23 92.38 15.81 24.01 26.86 17.10 2.04( ) 1.44( ) 2.01( ) 6.15(S) 14.58(S) 2.00( ) 2.01(S) 6.20(S) 5.02(S) 6.54(S) 2 0. 78.68 17.03 84.15 91.89 119.83 91.94 15.81 24.01 27.08 17.10 2.03( ) 1.44( ) 1.99( ) 6.10(S) 14.90(S) 2.00( ) 2.04(S) 6.21(S) 5.06(S) 6.54(S) 2 5. 77.55 17.06 82.58 91.39 132.47 91.45 15.81 24.01 27.24 17.08 2.02( ) 1.44( ) 1.97( ) 6.04(S) 15.10(S) 1.99( ) 2.06(S) 6.21(S) 5.09(S) 6.53(S) 2 10. 76.31 17.05 80.86 90.83 139.96 90.89 15.81 24.01 27.34 17.02 2 15. 2.00( 75.18 ) 1.44( ) 17.02 1.95( ) 79.19 5.98(S) 90:20 .15.22(S) 144.12 1.98( ) 90.27 2.08(S) 15.81 6.19(S) 24.01 5.11(S) 27.39 6.51(S) 16.94 1.99( ) 1.44( ) 1.94( ) 5.91(S) 15.29(S) 1.97( ) 2.08(S) 6.16(S) 5.12(S) 6.48(S) 2 20. 74.21 16.96 77.66 89.51 146.14 89.59 15.81 24.01 27.39 16.83 1.98( ) 1.44( ) 1.92( ) 5.83(S) 15 32(S) 1.97( ) 2.08(S) 6.13(S) 5.12(S) 6.44(S) 2 25. 73.36 16.87 76.32 88.78 146.72 88.86 15.81 24.01 27.36 16.70 1.96( ) 1.43( ) 1.90( ) 5.75(S) 15.33(S) 1.96( ) 2.07(S) 6.08(S) 5.11(S) 6 39(S) 2 30. 72.60 16.76 75.16 88.02 146.28 88.10 15.81 24.01 27.30 16.56 1.96( ) 1.43( ) 1.89( ) 5.66(S) 15.32(S) 1.95( ) 2.06(S) 6.02(S) 5.10(S) 6.34(S) ' 2 35. 71.91 1.95( 16.63 ) 1.42( ) 74.15 1.88( ) 87.24 5.57(S) 145.26 15.30(S) 87.33 1.94( ) 15.81 2.04(S) 24.01 5.95(S) 27.21 5.08(S) 16.40 6.28(S) 2 40. 71.27 16.49 73.25 86.45 144.01 86.54 15.81 24.01 27.11 16.24 1.94( ) 1.42( ) 1.87( ) 5.48(S) 15.28(S) 1.93( ) 2.02(S) 5.88(S) 5.06(S) 6.21(S) 2 45. 70.65 16.33 72.44 85.65 142.57 85.74 15.81 24.01 26.98 16.06 1.93( ) 1.41( ) 1.86( ) 5 39(S) 15.26(S) 1.92( ) 1.99(S) 5.80(S) 5.04(S) 6.15(S) 2 50. 70.07 16.17 71.69 84.86 140.88 84.95 15.81 24.01 26.84 15.88 1.92( ) 1.41( ) 1.85( ) 5.30(S) 15.23(S) 1.91( ) 1.96(S) 5.71(S) 5.01(S) 6.08(S) 2 55. 69.50 15.99 71.00 84.07 138.91 84.16 15.81 24.01 26.69 15.69 1.92( ) 1.40( ) 1.84( ) 5.21(S) 15.20(S) 1.90( ) 1.92(S) 5.62(S) 4.99(S) 6.01(S) 0. 68.95 15.81 70.34 83.29 136.78 83.38 15.81 24.01 26.52 15.51 1.91( ) 1.39( ) 1.83( ) 5.12(S) 15.17(S) 1.89( ) 1.88(S) 5.53(S) 4.96(S) 5.93(S) 3 5. 68.40 15.63 69.71 82.51 134.54 82.60 15.81 24.01 26.35 15.31 1.90( ) 1.39( ) 1.83( ) 5.03(S) 15.13(S) 1.88( ) 1.84(S) 5.43(S) 4.92(S) 5.86(S) 3 10. 67.87 15.44 69.11 81.75 132.14 81.83 15.81 23.99 26.17 15.12 1.90( ) 1.38( ) 1.82( ) 4.94(S) 15.10(S) 1.87( ) 1.79(S) 5.33(S) 4.89(S) 5.79(S) 3 15. 67.19 15.25 68.49 80.99 129.60 81.08 15.81 23.52 25.98 14.92 1.89( ) 1.37( ) 1.81( ) 4.85(S) 15.06(S) 1.86( ) 1.74(S) 5.22(S) 4.85(S) 5.71(S) 3 20. 66.33 15.06 67.77 80.24 126.99 80.33 15.81 23.05 25.79 14.73 ' 1.88( ) 1.36( ) 1.80( ) 4.77(S) 15.01(S) 1.85( ) 1.69(S) 5.12(S) 4.82(S) 5.63(S) 3 25. 65.40 14.86 66.96 78.87 124.28 79.07 15.81 22.58 25.60 14.53 1.86( ) 1.35( ) 1.79( ) 4.68(S) 14.97(S) 1.83( ) 1.64(S) 5.01(S) 4.78(S) 5.56(S) 3 30. 64.45 14.67 66.07 77.26 121.40 77.44 15.81 22.11 25.40 14.33 1.85( ) 1.35( ) 1.78( ) 4.60(S) 14.93(S) 1.81( ) 1.58(S) 4.91(S) 4.75(S) 5.48(S) 3 35. 63.49 14.47 65.14 75.75 118.41 75.93 15.81 21.65 25.20 14.13 1.84( ) 1.34( ) 1.77( ) 4.53(S) 14.88(S) 1.79( ) 1.52(S) 4.81(S) 4.71(S) 5.41(S) 3 40. 62.55 14.27 64.19 74.32 115.41 74.47 15.81 21.19 25.00 13.93 1.83( ) 1.33( ) 1.76( ) 4.46(S) 14.83(S) 1.77( ) 1.46(S) 4.70(S) 4.67(S) 5.33(S) ' 3 45. 61.61 14.08 63.24 72.94 112.45 73.10 15.81 20.73 24.79 13.73 1.81( ) 1.32( ) 1.74( ) 4 39(S) 14.78(S) 1.75( ) 1.39(S) 4.60(S) 4.63(S) 5.26(S) 3 50. 60.68 13.88 62.29 71.62 109.27 71.77 15.81 20.28 24.59 13.54 3 55. 1.80( 59.76 ) 1.31( ) 13.68 1.73( ) 61.35 4.32(S) 76.35 14.73(S) 105.33 1.73( ) 70.50 1.33(S) 15.81 4.50(S) 19.83 4.59(S) 24.39 5.18(S) 13.34 1.79( ) 1.30( ) 1.72( ). '4.26(S) 14.67(S) 1.71( ) 1.26(S) 4.40(S) 4.56(S) 5.10(S) 4 0. 58.85 13.49 60.42 69.12 100.69 69.26 15.81 19.39 24.19 13.14 1.77( ) 1.30( ) 1.71( ) 4.20(S) 14.60(S) 1.70( ) 1.19(S) 4.31(S) 4.52(S) 5.03(S) 4 5. 57.96 13.29 59.50 67.93 95.91 68.07 15.81 18.96 23.99 12.95 1.76( ) 1.29( ) 1.70( ) 4.14(S) 14.52(S) 1.68( ) 1.12(S) 4.21(S) 4.48(S) 4.96(S) 4 10. 57.08 13.10 58.59 66.78 91.29 66.92 15.81 18.53 23.79 12.76 1.75( ) 1.28( ) 1.68( ) 4.06(S) 14.45(S) 1.67( ) 1.05(S) 4.11(S) 4.44(S) 4.88(S) ' 4 15, 56,21 1.74( 12,91 ) 1.27( ) 57.70 1.67( ) 65.66 4.03(S) '87.00 14 38(S) 65,79 1.65( ) 15.81 .97(S) 18,11 4.02(S) 23.59 4.41(S) 12,57 4.81(S) 4 20. 55.35 12.71 56.82 64.57 83.08 64.70 15.81 17.69 23.40 12.38 1.72( ) 1.26( ) 1.66( ) 3.97(S) 14.32(S) 1.64( ) .90(S) 3.93(S) 4 37(S) 4.74(S) 25. 54.51 12.52 55.95 63.51 79.55 63.63 15.81 17.28 23.21 12.19 1.71( ) 1.25( ) 1.65( ) 3.92(S) 14.26(S) 1.62( ) .82(S) 3.84(S) 4.34(S) 4.66(S) 4 30. 53.68 12.34 55.09 62.47 76.39 62.60 15.81 16.88 23.02 12.00 1.70( ) 1.24( ) 1.64( ) 3.87(S) 14.21(S) 1.61( ) .74(S) 3.75(S) 4 30(S) 4.59(S) 4 35. 52.86 12.15 54.26 61.46 73.57 61.58 15.81 16.49 22.83 11.82 z3 ' 1.69( 1.24( ) ) 1.62( ) ,,3`.82(S) 14.17(S) 1.59( ) .66(S) 3.66(S) 4.26(S) 4.52(S) 4 40. 52.06 11.96 53.43 60.47 71.05 60.59 15.81 16.10 22.65 11.63 1.68( ) 1.23( ) 1.61( j 3.77(S) 14.13(S) 1.58( ) .58(S) 3.57(S) 4.23(S) 4.45(S) 4 45. 51.27 11.78 52.62 59.51 68.78 59.62 15.81 15.72 22.46 11.45 1.66( ) 1.22( ) 1.60( ) 3.72(S) 14.09(S) 1.56( ) .50(S) 3.49(S) 4.20(S) 4.38(S) 50. 50.50 11.60 51.82 58.56,. 66.74 58.68 15.81 15.35 22.29 11.27 1.65( ) 1.21( ) 1.59( ) 3-.68(S) 14.06(S) 1.55( ) .42(S) 3.41(S) 4.16(S) 4.31(S) 4 55. 49.73 11.42 51.04 57.64;. 64.89 57.75 15.81 14.98 22.11 11.09 ' 1.64( ) 1.20( ) 1.58( ) 3.63(S) 14.03(S) 1.54( ) .33(S) 3 32(S) 4.13(S) 4.24(S) 5 0. 48.99 11.24 50.27 56.73 63.21 56.84 15.81 14.62 21.94 10.92 1.63( ) 1.19( ) 1.57( ) 3.58(S) 14.00(S) 1.52( ) .25(S) 3.24(S) 4.10(S) 4.18(S) 5 5. 48.25 11.07 49.51 55.84 61.66 55.95 15.81 14.27 21.77 10.75 '1.62( ) 1.18( ) 1.55( ) 3.54(S) 13.98(S) 1.51( ) .16(S) 3.17(S) 4.07(S) 4.11(S) 5 10. 47.54 10.89 48.77 54.98 60.23 55.08 15.81 13.92 21.60 10.57 1.61( ) 1.18( ) 1.54( ) 3.50(S) 13.96(S) 1.50( ) .08(S) 3.09(S) 4.04(S) 4.05(S) 5 15. 46.82 10.72 48.04 54.12 58.90 54.23 12.18 13.58 21.43 10.40 1.59( ) 1.17( ) 1.53( ) 3.45(S) 13.94(S) 1.49( ) .00( ) 3.01(S) 4.00(S) 3.98(S) ' 5 20. 46.09 10.55 47.32 53.29 57.65 53.39 .00 13.25 21.16 10.24 1.58( > 1.16( ) 1.52( ) 3.41(S) 13.92(S) 1.47( ) .00( ) 2.94(S) 3.95(S) 3.92(S) 5 25. 45.30 10.38 46.58 52.47 56.47 52.57 5.71 12.93 20.75 10.07 1.57( ) 1.15( ) 1.51( ) 3.37(S) 13.90(S) 1.46( ) .00( ) 2.87(S) 3.88(S) 3.85(S) 5 30. 44.41 10.22 45.79 51.65 55.36 51.75 .00 12.61 20.27 9.91 1.55( ) 1.14( ) 1.50( j MR S) 13.88(S) 1.45( ) .00( ) 2.80(S) 3.79(S) 3.79(S) 5 35. 43.47 10.05 44.95 50.84 54.30 50.94 5.29 12.30 19.74 9.75 1.54( ) 1.13( ) 1.48( ) 3.29(S) 13.86(S) 1.44( ) .00( ) 2.73(S) 3.69(S) 3.73(S) 5 40. 42.49 9.89 44.06 50.02 53.28 50.12 .00 11.99 19.20 9.59 1.52( ) 1.12( ) 1.47( ) 3.25(S) ,13.85(S) 1.42( ) .00( ) 2.66(S) 3.59(S) 3.67(S) 5 45. 41.49 9.73 43.12 48.86 52.25 49.03 4.89 11.69 18.66 9.43 1.51( ) 1.12( ) 1.46( ) 3.21(S) 13.83(S) 1.41( ) .00( ) 2.60(S) 3.49(S) 3.61(S) ' 5 50, 40.50 1.49( ) 9,58 1.11( ) 42.16 1.44( ) 47.74 3.17(S) 51.15 13.81(S) 47.86 1.39( ) .00 .00( ) 11.40 2.53(S) 18.13 3.39(S) 9.28 3.55(S) 5 55. 39.51 9.42 41.20 46.64 50.02 46.79 4.53 11.12 17.61 9.12 1.47( ) 1.10( ) 1.42( ) 3.13(S) 13.80(S) 1.37( ) .00( ) 2.47(S) 3.29(S) 3.49(S) 6 0. 38.54 9.27 40.23 45.57 48.88 45.70 .00 10.84 17.09 8.97 1.45( ) 1.09( ) 1.41( ) 3.10(S) 13.78(S) 1.36( ) .00( ) 2.41(S) 3.19(S) 3.43(S) 6 5. 37.59 9.12 39.27 44.51 47.74 44.65 4.20 10.57 16.59 8.83 1.44( ) 1.08( ) 1.39( ) 3.06(S) 13.76(S) 1.34( ) .00( ) 2 34(S) 3.10(S) 3 38(S) 6 10. 36.66 8.97 38.32 43.48 46.62 43.61 .00 10.30 16.10 8.68 15. 1.42( 35.74 ) 1.07( ) 8.82 1.38( ) 37.39 3.02(S) 42.46 13.74(S) 45.52 1.32( 42.59 ) .00( ) 3.89 2.29(S) 10.04 3.01(S) 15.62 3.32(S) 8.53 1.40( ) 1.07( ) 1.36( ) 2:99(S) 13.72(S) 1.31( ) .00( ) 2.23(S) 2.92(S) 3.26(S) 6 20. 34.85 8.67 36.47 41.46 44.43 41.59 .00 9.78 15.16 8.39 1.38( ) 1.06( ) 1.34( ) 2.95(S) 13.71(S) 1.29( ) .00( ) 2.17(S) 2.83(S) 3.21(S) 6 25. 33.98 8.53 35.57 40.48 43.36 40.60 3.61 9.54 14.71 8.25 1.37( ) 1.05( ) 1.33( ) 2.92(S) 13.69(S) 1.27( ) .00( ) 2.12(S) 2.75(S) 3.16(S) 6 30. 33.13 8.39 34.70 39.51 42.32 39.64 .00 9.29 14.27 8.11 1.35( ) 1.04( ) 1.31( ) 2.89(S) 13.67(S) 1.26( ) .00( ) 2.06(S) 2.66(S) 3.10(S) ' 6 35. 32.30 1.34( ) 8.25 1.03( ) 33.84 1.30( ) 38.56 2.85(S) 41.29 13.66(S) 38.69 1.24( ) 3.35 .00( ) 9.06 2.01(S) 13.84 2.58(S) 7.98 3.05(S) 6 40. 31.49 8.11 33.00 37.63 46.29 37.76 .00 8.82 13.42 7.84 1.32( ) 1.03( ) 1.28( ) 2.82(S) 13.64(S) 1.23( ) .00( ) 1.96(S) 2.51(S) 3.00(S) 6 45. 30.70 7.98 32.19 36.72 39.30 36.84 3.10 8.60 13.02 7.71 ) 1.02( ) 1.26( ) 2.79(S) 13.63(S) 1.21( ) .00( ) 1.91(S) 2.43(S) 2.95(S) '1.30( 6 50. 29.93 7.85 31.39 35.83 38.34 35.95 .00 8.38 12.62 7.58 1.29( ) 1.01( ) 1.25( ) 2.76(S) 13.61(S) 1.20( ) .00( ) 1.86(S) 2.36(S) 2.90(S) 6 55. 29.18 7.71 30.61 34.95 37.40 35.07 2.87 8.16 12.24 7.45 1.27( ) 1.00( ) 1.23( ) 2.73(S) 13.60(S) 1.18( ) .00( ) 1.81(S) 2.29(S) 2.85(S) ' 7 0. 28.44 7.59 29.85 34.10 36.48 34.22 .00 7.95 11.87 7.33 1.26( ) .99( ) 1.22( ) 2.70(S) 13.58(S) 1.17( ) .00( ) 1.76(S) 2.22(S) 2.80(S) 7 5. 27.73 7.46 29.11 33.26 35.58 33.38 2.66 7.74 11.51 7.20 1.24( ) .99( ) 1.20( ) -2.67(S) 13.57(S) 1.15( ) .00( ) 1.72(S) 2.15(S) 2.75(S) 7 10. 27.03 7.33 28.39 32.45 34.70 32.56 .00 7.54 11.16 7.08 1.22( ) .98( ) 1.19( ) 2.64(S) 13.55(S) 1.14( ) .00( ) 1.67(S) 2.08(S) 2.71(S) 7 15. 26.35 7.21 27.68 31.65 33.84 31.76 2.47 7.35 10.82 6.96 1.21( ) .97( ) 1.17( ) 2.61(S) 13.54(S) 1.12( ) .00( ) 1.63(S) 2.02(S) 2.66(S) 7 20. 25.68 1.19( ) 7.09 .96( ) 26.99 1.16( ) 30.87,: 2.59(S) 33.00 13.53(S) 30.98 1.11( ) .00 .00( ) 7.16 1.59(S) 10.48 1.96(S) 6.84 2.62(S) 7 25. 25.04 6.97 26.32 30.11. 32.18 30.21 2.28 6.97 10.16 6.72 1.18( ) .95( ) 1.15( ) 2.56(6 13.51(S) 1.09( ) .00( ) 1.55(S) 1.90(S) 2.57(S) 7 30. 24.41 6.85 25.67 29.36 31.38 29.47 .00 6.79 9.85 6.61 ) .95( ) 1.13( ) 2.54(S) 13.50(S) 1.08( ) .00( ) 1.51(S) 1.84(S) 2.53(S) '1.16( 7 35. 23.79 6.73 25.03 28.63 30.60 28.74 2.11 6.61 9.55 6.49 1.15( ) .94( ) 1.12( ) 2.51(S) 13.49(S) 1.07( ) .00( ) 1.47(S) 1.78(S) 2.48(S) 40. 23.19 6.62 24.40 27.93 29.83 28.03 .00 6.43 9.25 6.38 1.14( ) .93( ) 1.10( ) 2.49(S) 13.48(S) 1.05( ) .00( ) 1.43(S) 1.73(S) 2.44(S) ' 7 45. 22.61 6.51 23.80 27.23 29.09 27.33 1.95 6.27 8.96 6.27 1.12( ) .92( ) 1.09( ) 2.46(S) 13.46(S) 1.04( ) .00( ) 1.39(S) 1.67(S) 2.40(S) 7 50. 22.03 6.39 23.20 26.56 28.37 26.66 .00 6.10 8.68 6.16 ah n 1 1.11( ) .92( ) 1.08( ) 2.44(S) 13.45(S) 1.03( ) 7 55. 21.48 6.29 22.63 25.90 27.66 26.00 1.09( ) .91( ) 1.06( ) 2.42(S) 13.44(S) 1.01( ) 8 0. 20.93 6.18 22.06 25.26 26.97 25.35 1.08( ) .90( ) 1.05( ) 2.39(S) 13.43(S) 1.00( ) FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL ...BILITY PROBLEMS THAT LEAD TO HYDRAULIC 'OSCILLLATIONS DURING THE SIMULATION. 39 40 41 42 43 212 213 214 215 SYMBIOS LOGIC OVERALL DRAINAGE PLAN (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 19 JUN 96; RBD, INC./SBG (dkt) FILE: 714001S1.DAT ' *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ' ELEMENT 35 (CIS) 163.3 (FT) 2.8 (AC -FT) (HR/MIN). 0 40. 36 17.1 1.4 2 5. 38 204.9 3.0 0 05 39 65.5 .0 9.3 1 10'. 40 93.3 .0 6.3 1 35. 41 65.5 1.3 1 10. 42 146.7 .0 15.3 2 25. ' 43 124 93.3 44.9 2.0 .8 1 35. 0 50. 125 135.8 1.0 0 45. 126 96.8 2.4 0 40. 127 38.0 .6 0 40. 128 172.0 1.1 0 40. ' 203 146.7 (DIRECT FLOW) 2 25. 212 15.8 .1 2.1 2 15. 213 24.0 .1 6.2 2 0. 214 215 27.4 17.1 .1 .1 5.1 6.5 2 20. 2 '0. ENDPROGRAM PROGRAM CALLED 1 .. 1 .00( ) 1.35(S) 1.62(S) 1.80 5.94 8.41 .00( ) 1.32(S) 1.57(S) .00 5.78 8.15 .00( ) 1.28(S) 1.52(S) 2.36(S) 6.06 2.32(S) 5.95 2.28(S) as SWMM BASIN REVISIONS FOR HP BUILDING 4 EXTRAN SWMM MODEL 11 1 1 1 1 THE SEAR —BROWN GROUP Project:-W a=AN Project No. ✓71 By: J I' Checked: Date: 20 Jow Do Sheet2 of M�,rr✓-� �rtiNt ± s swm s5 (1.p11SE� �YM�1o5 lcu,lc ,�v`�M�1 CZIyQUISI . i)qr' I FINAL_ SWM to Mohr.- W ITA SYNT-Re7,c PoK3T) 50lot 4 f-1, r"1r] 0 Gy51 xm f, AnxD fff7 ,�wMt_l �f' �tE.vL-`72tk�i�sl� �7"jzA,.l c i/Jrc ow F}Y(�ROGKM��15 [�y�yAz• �Ar] v E:xrgM MDR �z Q �Conrs�vr>e:n "Ti2vt:"� 2 (�µVs CU(LVE �yvGi�i�� C�iENt'12A-Te3 SYNTkectL �v Pc>p.�0 C�J1�c.cw� oiyxz,oA-r] � z >YNt"Fienc- FbijD l/JFL, Swrlm mof;q-- - 6fMoZATI 5 4YMMeT C- [Z6 014 Z, DAT1 Curl To '�gr P�IYs�t�tu-Y BkseQ Fbm (LA Aim, [;U p-*g [`4 01 �3, DAT] ZY HP EXTRAN Model Area Accounting Symbios Logic SWMM Model Basin Area (ac) 30 18.7 32 31.3 33 13.3 34 78.6 Total 141.9 HP EXTRAN SWMM Model Basin Area (ft2) Area (ac) 30 783455 18.0 32 1336208 30.7 33 615858 14.1 34 2392240 54.9 50 726627 16.7 51 209910 4.8 52 230011 5.3 53 217400 5.0 54 102858 2.4 Total 151.8 acres HP Final SWMM Model Basin Area (ac) 30 23.0 32 30.7 33 14.1 34 84.1 Total 151.8 acres Comments: A 7.0% increase in area (141.9 ac to 151.8 ac) is due to the constructed channel location along the north-east boundary of the site. It has been revised to include the regional swale to the far north-east bank. This area was not subtracted from the adjacent model to the north. THE SEAR -BROWN GROUP r Project: HP Exit.,- Aaa4t Project No. 21-001 By: _ SwMM UladAfc Checked: Date: C6P S�►��1e Sheet -of- I 1 1 1 1 Cd W x cn 1 j 1 1 i M InN o 1 1 1 I ♦t �' � 1 \S ♦ � CU 1 � 1 ♦ Ike 1 � 1 1 1 1 i � 1 1 1 i � � 1 / 1 1 I 1 1 1 1 1 � � 1 1 1 1 t 1 j i 1 1 1 1 1 _ 1 1 �'--'--'--'--,-i-.-r.-r.--.� 1 I i 1 1 1 1 j j l 1 1 i t 1 t 1 1 i 1 i r i � 1 M p 1 j M 1 1 f 1 / 1 t M U7 1 t 1 1 01 r �� a N yg THE SEAR -BROWN GROUP Project: 14 P LY-k,k- Project No. 7'19-001 By: Swmm Mod..( Checked: Date: G►° --!:�It2M 9 Sheet of ' �1wmm 11 1 ar�vnc .s AJ"ea.� QL✓yf,� 1JOwv� $ �Ksy ✓ . / •• 6t aic 4 al C-OVI Vff C/ 4 a, i4 Iv.�r��r.4,'O,n ar_o!J �OV<�I�„ASS Pa,t«mCFFuj 17oo` boo Ne.*,.r I ZSo' Soy. f31as 3 S -77 �4 Ac- lz,5s A� Rem- 5w G 7 Ac Slope a boos 4 / & oss,^d .— 4oCi THE SEAR -BROWN GROUP Project: By: Date: — Project No. Checked: Sheet 33 of y/Owv+SM�ww. Cr = a� ��inwn„� ✓100�2. � C..tG�. � i(a(r�,x�r..�p�i� FCow At A v-e: 500 4- — P-" +-aN I10o 4 — I. kS� e.�d f�> NoA., G, st e rd 4,. -', !,o.b I o - 4 -7 300' (MAN FcV- P---U M51M) 566 f� ,3 0,r cgrasz red; �s S A L Ll . �1 Li,4 D �� Slopes _ -7' d.r,,,p r 0 ' .... THE SEAR -BROWN GROUP Project: Project No. By: Checked: Date: Sheet of bowv-'S4, .o,,.,., C k = CoZ vc• = aid, 01 Flaw Pti+�t� - 7oc> 4-. 4,,,4 45v -;;- 300, (MAY fia?. D V. BiN� Z'3O' oil +Z M 3a f t 1.2 c,c \\.\ 0,777 r THE SEAR -BROWN GROUP Project: By: Date: — Project No. Checked: Sheet 3S of: S3 Ar� F f ow Pam . Ce:K.S i . = �ioo T4- Sow PL- SE 4� Por �f Soo �L (Mhx. T)ov. VA-vNi �f, ber ry Wi 7b. = -;k 1-77 "oo +Z Z� 7 mil` Z u L Pa News... 3.`8 ac �jrASS S.C> et Sw 90 `-�J, _ .,] L/. V Zl7 V �� T "1 VlO wv�/� In "�i'/ti ✓A�n+'`' •1 Y 4w IJG V^�' THE SEAR -BROWN GROUP Project: By: Dote: — Project No. Checked: Sheet 54p of 00,.., C+ee.a cc, +c G �Ck In-yd�o�rnp�.� Flow Pa �►� C•nJ�h 2 SO 4 -6 P, ,.t Gig +o P6J C.4-r t ( Ave 200 2va r4- % z�e S(0cap. f no` lens "�A G rosS I THE SEAR -BROWN GROUP Project: By: Date: _ Edss�-. 30 ( ExbrAr) Am, :-7$3,L155-44 nPrev;o�s F1e `, P-+�, s4" : A'' / (163ca - 4) f ioc, '�x Mo Ac- Project No, Checked: Sheet --�> 7 of `Tr ; izK',a ry A ete 1%.-I 1`1 S-?z 41" /o ;2\z Ic1c SwPle- H-0 Ac pafk',' JJ �A� i THE SEAR -BROWN GROUP Project: By: Date: Project No. Checked: Sheet 3$ of zAc- Prevr�ks areo - 31,3 4?lt 440- P�vro.. l.e�siti. q26 V4 does ► 44- ✓e�l«{- a� ..l 6as'-.Shape 2evi5ell %PL = %do frown JQas-\ 6otnw,%,., 'b 73Cd re-giona4 cA-,Anncf, atve,,,,,a, 0 MfkK �V R 1,336,2os kt'& x. M� F=lew f� �a tvMg+tis h Tw= rtal _ c, 58�t v •- % a� -=� 0.7 `i S(ope = oz6l two..., /O,rewro,.r fv',Oaat I 1 1 1 1 1 1 1_ r THE SEAR -BROWN GROUP Project: By: Date: _ Project No. Checked: Sheet 35' of Ckst� 33 (F_xfi��1 Arcp %I s, �Sg z 14. ( Ac Pr-evtd� Tw _ Joao Got �1 tt= Ira (a {q does YLa- "('164 AC-4&�wl 42P$:n 5k-wpst 2evise1 FPS = Soo 4 74" > 300' MO. i�Et) 6kS1�.J w� A _ Gis, Ssa a GAL Yo01 + SW c qr . S o.s O.Oy (j Re, V;s ei FlowPA4I' CGr36% MeaS(."�Jt row, 6 511 6(-,,\"ry 4t> n.J 6-41.4., �d71 k[t. Je S 4-c 0,vGtn'�'t c S4k ot+*�,f. Si � V 1 1 1 1 1 1 1 A 1 1 i 1 1 THE SEAR —BROWN GROUP Project: By: Date: — 3 ti ( Ey,",� Project No. Checked: Sheet. of ;�( 3921 ;�40 4 Z S`i.9 A Pane Vf ass Ate_ -7 aG —a 3;, a 3, �4 Z Flow PA+s CE� = 31 Nz3, S�� �'F2) /(�tso� �'E) = �1I3 ra->?X I TV 6 ,4-a ey W! d 4V� - l d G . f. �- (yhrl� JJY A r IGi r.e I.o� 0. G-7. UO Pror . �ye.•r;,lilN�..I 1 100 YEAR FULLY DEVELOPED CONDITION SWMM MODEL USED TO GENERATE EXTRAN HYDROGRAPHS I THE SEAR -BROWN GROUP Project: HP Exh.,� Aolck Project No. '7219-601 By: SLwiJAM U� 4( f c Checked: Date: _ C&P S/01% Sheet G Z of M n S W 1A Fs> 16 o � . T T M r n J V N d N a ° S �j S j Ln a ss 0 Cl S _ 6 .a. 14 O J f f a V 1 T u ■s THE SEAR -BROWN GROUP q3 2 1 1 2 , 3 4 WATERSHEO- 0 SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED ' -_REVISED 22 MAR 2000; SBG (JJF) FILE: 564014A2.DAT 96 0000 5.0 1 1. 1 25 5.0 0.60 0.96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 ' 1.20 0.84 0.60 0.48 0.36 0.36 0.24 0.24 0.24 0.24 0.24 0.24 0.12 0.12 0.00 * * Prepared for: IDC - HP, FORT COLLINS. CO * SWMM proposed developed condition. 100-yr recurrence interval ' * Updated from Hewlett-Packard Detailed Hydraulic Study (79900lEl.DAT) * Updated from Hewlett-Packard Master Drainage Study (282013S1.DAT) * Updated from Symbios Logic Overall Drainage Plan (714001S1.DAT) * This SWMM Model used to generate hydrographs for EXTRAN Model ' * * Index of Printed Conveyance Elements * 38 Regional Channel flowing into north pond * 60 Closed system flow into west end of pipe system west of north pond ' * 61 Parking lot area draining to connecting pipe between south ponds * 62 Parking lot area draining to middle of closed system * 63 Overland flow to North pond * 64 Overland flow to Southeast Pond , * 65 Overland flow to Dam pond * 70 Undetained Inflow to south west pond, not including closed system inflow * -2 .016 .25 .1 .3 .51 .5 .0018 ' 1 21 125 9627 66.3 40 .004 1 24 127 2600 10.6 40 .003 * Symbios Logic property 1 23 126 6810 46.9 17.0 .008 , 1 31 128 7536 51.9 49.7 .008 * Off -site to west of Symbios 1 20 124 7304 50.3 5 .008 t Hewlett-Packard property , 1 32 71 4458 30.7 79 .003 1 33 65 2047 14.1 4 .050 1 34 70 7971 54.9 67 .005 1 30 72 2613 18.0 73 .007 , 1 50 60 2425 16.7 75 .005 1 51 61 697 4.8 73 .075 1 52 62 770 5.3 77 .005 1 53 63 726 5.0 24 .026 1 54 64 514 2.4 14 .120 ' 0 0 36 35 0 1 3.0 900.0 .0037 4.0 4.0 .060 10.00 '1 * CE 71 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 32 1 71 38 0 1 5.0 650.0 .0037 4.0 4.0 .035 10.00 1 35 38 0 1 5.0 1300.0 .0037 4.0 4.0 .035 10.00 * CE 72 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 30 ' 1 72 73 0 1 5.0 950.0 .0043 4.0 4.0 .035 10.00 * CE 38 UPDATED 22 MAY 98 (CGP) SLOPE 0.0046 TO 0.0043 TO MATCH HP BLDG 5 PLANS 1 38 73 0 1 5.0 1900.0 .0043 4.0 4.0 .035 10.00 1 73 40 0 3 ' 0 40 43 10 2 .01 100.0 .01 .023 .01 0.00 0.00 0.44 20.00 0.98 20.00 1.61 20.0 2.35 24.0 3.25 50.0 4.74 80.0 7.03 100.0 8.23 110.0 9.86 250.0 ' 1 43 42 0 5 4.0 650.0 .025 0.0 0.0 .016 4.00 50.0 650.0 .025 50.0 50.0 .035 100.0 * * CE 70 DIRECT FLOW NODE ADDED TO GENERATE UNDETAINED EXTRAN MODEL JJF 16 MAR 00 HYDROGRAPH FOR INPUT INTO , 1 70 39 0 3 0 39 41 11 2 .01 100.0 .01 .023 .01 0.00 0.00 0.06 2.00 1.04 31.0 2.10 38.0 3.23 46.00 4.45 52.00 5.37 54.0 5.78 56.0 ' 7.16 60.0 8.66 64.00 10.28 68.0 1 41 42 0 5 4.7 300.0 .050 0.0 0.0 .016 4.70 50.0 300.0 .025 50.0 50.0 .035 100.00 M:UO&S\564.014Wata1EXTRAN2KUAodel\Mod•SWMM1564014a2dat.dw 102 Pnnted: 12:24 PM. 04/21/00 t THE SEAR -BROWN GROUP ' 0 42 203 8 2 .01 0.1 .11 .001 100.0 41 7 .0 .0 2.0 21.0 4.2 22.5 6.90 23.5 9.9 24.2 13.4 25.0 16.4 214.5 19.6 575.6 1 124 212 0 1 0.0 850.0 .008 30.0 30.0 .035 10.00 1 125 213 0 1 2.0 2600.0 .004 30.0 30.0 .016 100.00 1 126 214 0 1 0.0 1600.0 .008 4.0 4.0 .035 10.00 1 127 35 0 1 2.0 1300.0 .006 30.0 30.0 .016 100.00 1 128 215 0 4 0.0 1513. .008 12.0 12.0 .016 0.50 10.0 1513. .008 50.0 50.0 .020 10.00 * THEORETICAL 3-POINT RATING CURVES FOR FUTURE UPSTREAM DETENTION PONDS 213 35 3 2 0.1 100.0 .010 .013 0.1 0 .0 5.33 24.0 7.0 24.0 214 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.70 30.5 8.0 30.5 215 36 3 2 0.1 100.0 .010 .013 0.1 '0 .0 6.70 17.5 8.0 17.5 * Future off -site detention pond to west of Symbios * THEORETICAL 3-POINT RATING CURVE * 2nd pt changed (0.0.15.8) to (0.1.15.8) to fix nonconvergence 22 MAY 98 (CGP) 212 126 3 2 0.1 100.0 .010 .013 0.1 .0 .0 0.1 15.8 10.0 15.8 I [1 .1 11 1 1 1 0 8 1 73 60 61 62 63 64 65 70 ENDPROGRAM M:UOBSl564-014Ndata\EXTRAN2KM1odelWod•SW MM%564014a2dat.dm 2 W 2 Pnnted: 12:24 PM, 04/21/00 THE SEAR -BROWN GROUP ' ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF + EDDY. INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS. INC. (SEPTEMBER 1970) ' UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) ' HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985. JULY 1985) TAPE OR DISK ASSIGNMENTS JIN(ll JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT00) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 WATERSHED PROGRAM CALLED *** ENTRY MADE TO RUNOFF MODEL SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 22 MAR 2000: SBG (JJF) FILE: 564014A2.DAT , NUMBER OF TIME STEPS 96 INTEGRATION TIME INTERVAL (MINUTES). 5.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 25 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL .60 .96 1.44 HISTORY IN INCHES PER HOUR 1.68 3.00 5.04 9.00 3.72 2.16 1.56 ' 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .24 .12 .12 .00 _ M:UOBS\564-0141data\E)RRAN2K\ModeKMod-SWMMn564014a2.dm 1 Of 9 Printed: 12:26 PM, 04/21/00 ' THE SEAR -BROWN GROUP SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 22 MAR 2000; SBG (JJF) FILE: 564014A2.DAT 7(e I 11 I 11 r SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 0 .0 .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 21 125 9627.0 66.3 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 1 24 127 2600.0 10.6 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 23 126 6810.0 46.9 17.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 31 128 7536.0 51.9 49.7 .0080 .016 .250 .100 .300 .51 .50 .00180 1 20 124 7304.0 50.3 5.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 32 71 4458.0 30.7 79.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 33 65 2047.0 14.1 4.0 .0500 .016 .250 .100 .300 .51 .50 .00180 1 34 70 7971.0 54.9 67.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 30 72 2613.0 18.0 73.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 50 60 2425.0 16.7 75.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 51 61 697.0 4.8 73.0 .0750 .016 .250 .100 .300 .51 .50 .00180 1 52 62 770.0 5.3 77.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 53 63 726.0 5.0 24.0 .0260 .016 .250 .100 .300 .51 .50 .00180 1 54 64 514.0 2.4 14.0 .1200 .016 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 14 TOTAL TRIBUTARY AREA (ACRES). 377.90 ' M:UOBS\564-014k1ata\EXTRAN2K1Model\Mod•SWMM S4014a2.dw 2 of 9 Pdnted: 12:26 PM, 0421/00 THE SEAR -BROWN GROUP �1 SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED ql REVISED 22 MAR 2000: SBG (JJF) FILE: 564014A2.DAT *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 377.900 TOTAL RAINFALL (INCHES) 2.890 TOTAL INFILTRATION (INCHES) .530 TOTAL WATERSHED OUTFLOW (INCHES) 2.172 TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .188 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 M:VOBS\564-014\data\EXTRAN2MModaKMod-SWMM\564014a2.doc 3 of 9 Primed: 12:26 PM, 0421/00 , THE SEAR -BROWN GROUP SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 22 MAR 2000: SBG (JJF) FILE: 564014A2.DAT WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 36 35 0 1 CHANNEL 3.0 900. .0037 4.0 4.0 .060 10.00 1 71 38 0 1 CHANNEL 5.0 650. .0037 4.0 4.0 .035 10.00 1 35 38 0 1 CHANNEL 5.0 1300. .0037 4.0 4.0 .035 10.00 1 ' 72 73 0 1 CHANNEL 5.0 950. .0043 4.0 4.0 .035 10.00 1 38 73 0 1 CHANNEL 5.0 1900. .0043 4.0 4.0 .035 10.00 1 73 40 0 3 .0 0. .0010 .0 .0 .001 10.00 1 40 43 10 2 PIPE .0 100. .0100 .0 .0 .023 .01 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 20.0 1.0 20.0 1.6 20.0 2.4 24.0 3.3 50.0 4.7 80.0 7.0 100.0 8.2 110.0 9.9 250.0 43 42 0 5 PIPE 4.0 650. .0250 .0 .0 .016 4.00 1 OVERFLOW 50.0 650. .0250 50.0 50.0 .035 100.00 70 39 0 3 .0 0. .0010 .0 .0 .001 10.00 1 39 41 11 2 PIPE .0 100. .0100 .0 .0 .023 .01 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 2.0 1.0 31.0 2.1 38.0 3.2 46.0 4.5 52.0 5.4 54.0 5.8 56.0 7.2 60.0 8.7 64.0 10.3 68.0 41 42 0 5 PIPE 4.7 300. .0500 .0 .0 .016 4.70 1 OVERFLOW 50.0 300. .0500 50.0 50.0 .035 100.00 42 203 8 2 PIPE .0 0. .1100 .0 .0 .001 100.00 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 2.0 21.0 4.2 22.5 6.9 23.5 9.9 24.2 13.4 25.0 124 212 16.4 0 214.5 1 19.6 575.6 CHANNEL .0 850. .0080 30.0 30.0 .035 10.00 1 125 213 0 1 CHANNEL 2.0 2600. .0040 30.0 30.0 .016 100.00 1 126 214 0 1 CHANNEL .0 1600. .0080 4.0 4.0 .035 10.00 1 127 35 0 1 CHANNEL 2.0 1300, 0061 30.0 30.0 .111 100.01 1 ' 128 215 0 4 CHANNEL .0 1513. .0080 12.0 12.0 .016 .50 1 OVERFLOW 10.0 1513. .0080 50.0 50.0 .020 10.00 213 35 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.3 24.0 7.0 24.0 214 35 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.7 30.5 8.0 30.5 215 36 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 6.7 17.5 8.0 17.5 212 126 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .1 15.8 10.0 15.8 TOTAL NUMBER OF GUTTERS/PIPES. 21 I 1 I M:UOBS\564-014V1ala\EXTRAN2K\ModeMAod-SW Mhn564014a2.dm 4 W 9 Printed: 12:26 PK 0421/00 THE SFAR-BROWN GROUP / qq SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED �I REVISED 22 MAR 2000: SBG (JJF) FILE: 564014A2.DAT ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA 35 36 127 213 214 0 0 0 0 0 0 0 0 0 0 0 0 36 215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 38 71 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 42 43 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 71 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 72 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 124 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 125 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 126 212 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 127 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 0 128 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 212 124 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 213 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 214 126 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 215 128 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n D.A.(AC) ' 0 226.0 0 51.9 0 25., 0 54.9 0 274.7 0 54.9 0 74. 2 0 747 , .7 0 30.7 0 18.0 0 50.3 0 2 . 0 9797. 0 10.6 0 51.9 0 50.3 0 66.3 0 97.2 0 51.9 t t M:\JOBSZ64-014\data\EXTRAN2K\Modei\Mod-SWMMZW14a2.dm 5 ot 9 Printed:1226 PM, 04/21/00' THE SEAR -BROWN GROUP SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED SD REVISED 22 MAR 2000: SBG (JJF) FILE: 564014A2.DAT HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 8 CONVEYANCE ELEMENTS ' THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. ' (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER ' TIME(HR/MIN) 60 61 62 63 64 65 70 73 0 5. .01 .01 .00 .00 .00 .00 .03 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 10. .06 .04 .02 .01 .00 .01 .19 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 15. 7.27 5.14 2.32 2.33 1.06 1.91 23.33 1.18 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 0 20. 16.11 5.89 5.19 1.74 .00 .00 49.74 8.08 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 25. 30.26 11.36 9.78 4.44 2.02 3.59 91.91 25.43 ' 0 30. 62.42 .00( ) .00( ) .00( ) 23.24 20.18 .00( ) 9.69 .00( ) 5.26 .00( ) 13.61 189.48 .00( ) 66.70 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 35. 123.74 45.27 39.91 23.94 16.09 49.45 378.46 162.26 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 40. 68.00 10.69 21.93 12.87 , 7.89 44.47 207.18 237.79 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 45. 43.41 13.55 13.84 13.83 7.75 38.61 139.06 228.22 .00( ) .00( ) .00( ) .00( ) .00( ) .00( .00( ) .00( ) 0 50. 33.00 4.50 10.50 8.82 3.21 29.48 106.71 197.21 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 55. 24.11 8.56 7.60 9.01 4.27 24.36 81.23 171.51 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 0. 19.30 1.02 6.11 5.08 1.18 18.13 63.84 152.16 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 5. 13.26 5.73 4.15 5.73 2.49 14.32 46.37 137.03 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 10. 11.57 .00 3.66 2.62 .10 10.63 38.47 125.00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 15. 7.82 3.77 2.43 3.93 1.71 8.66 28.23 115.46 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 20. 7.97 .00 2.53 1.38 .00 6.76 26.28 108.07 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 25. 5.11 2.57 1.58 2.97 1.05 5.70 18.97 102.31 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 30. 5.74 .00 1.83 .62 .00 4.57 18.66 97.67 ' .00( ) .00( ) .00( ) .00( ) .00( ) 00( ) .00( ) .00( ) 1 35. 3.77 1.93 1.16 2.48 .70 4.07 14.25 94.06 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 40. 4.88 .00 1.56 .24 .00 3.27 15.52 91.34 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 45. 3.19 1.82 .99 2.17 .52 3.05 12.04 89.32 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 1 50- 4,48 .00( ) .00 1,44 .00( ) .00( ) .00 .00( ) .10 .00( ) 2.44 .00( ) 13,91 .00( 87.81 ) .00( ) 1 55. 2.33 1.49 .72 1.84 .37 2.28 9.04 86.43 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 0- 3,38 1,09 .00 00 1.82 10.25 84,95 ' .00( ) .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 5. 1.12 .74 .33 1.26 .22 1.70 5.10 83.28 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 10. 2.15 .00 .70 .00 .00 1.31 6.31 81.47 .00( ) .00( ) .00( ) .00( ) 00( ) .00( ) .00( ) .00( ) 2 15. .33 .23 .08 .85 .12 1.31 2.57 79.70 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 20. 1.61 .00 .53 .00 .00 .97 4.56 78.12 ' M:UOBSl564-014\data\EXTRAN2KVAodeKMod-SW MM564014a2.doc 6 of 9 Printed: 1226 PM, 04/21/00 THE SEAR -BROWN GROUP , y1.00( ) .00( ) .00( ) .00( ) .00(,) .00( ) .00( ) .00( ) 2 25. .00 .10 .00 .64 .08 1.03 1.30 76.75 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 30. 1.28 .00 .39 .00 .00 .73 3.60 75.58 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 35. .00 .05 .00 .50 .05 .81 .55 74.59 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 40. .89 .00 .27 .00 .00 .55 3.01 73.73 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 45. .00 .03 .00 .39 .03 .65 .07 72.98 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 50. .64 .00 .20 .00 .00 .41 2.61 72.29 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 55. .00 .02 .00 .31 .01 .53 .00 71.64 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 0. .48 .00 .14 .00 .00 .30 2.05 71.00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 5. .00 .01 .00 .24 .00 .43 .00 70.35 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 10. .36 .00 .11 .00 .00 .21 1.59 69.69 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 15. .00 .01 .00 .19 .00 .36 .00 69.04 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 20. .28 .00 .08 .00 .00 .14 1.25 68.38 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 25. .00 .01 .00 .15 .00 .29 .00 67.74 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 30. .21 .00 .06 .00 .00 .08 .98 67.11 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 3 35. .00 .01 .00 .12 .00 .24 .00 66.49 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 40. .16 .00 .05 .00 .00 .04 .77 65.88 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 3 45. .00 .01 .00 .09 .00 .20 .00 65.28 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 50. .13 .00 .04 .00 .00 .00 .60 64.70 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 3 55. .00 .00 .00 .07 .00 .17 .00 64.07 .00( ) .06 ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 0. .10 .00 .03 .00 .00 .00 .47 63.32 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 4 5. .00 .00 .00 .05 .00 .12 .00 62.42 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 10. .07 .00 .02 .00 .00 .00 .36 61.43 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4. 15. .00 .00 .00 .03 .00 .07 .00 60.38 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 20. .06 .00 .02 .00 .00 .00 .27 59.32 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 4 25. .00 .00 .00 .02 .00 .04 .00 58.25 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 30. .05 .00 .02 .00 .00 .00 .20 57.20 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 4 35. .00 .00 .00 .01 .00 .01 .00 56.16 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 40. .04 .00 .02 .00 .00 .00 .15 55.15 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 45. .00 .00 .00 .01 .00 .00 .00 54.15 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 50. .04 .00 .01 .00 .00 .00 .11 53.18 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 4 55. .00 .00 .00 .00 .00 .00 .00 52.24 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 0. .03 .00 .01 .00 .00 .00 .09 51.31 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 5. .00 .00 .00 .00 .00 .00 .00 50.41 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 10. .03 .00 .01 .00 .00 .00 .08 49.53 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 5 15. .00 .00 .00 .00 .00 .00 .00 48.67 .00( ) .00( ). .00( ) .00( ) .00( ) .00( ) .00( ) . .00( ) 5 20. .03 .00 .01 .00 .00 .00 .07 47.83 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) M:UOBS1564-014k1ata\EXTRAr42K\ModeKMod-SWMM1564014a2.dw 7 of 9 Printed: 12:26 PM, 04121N0 , THE SEAR -BROWN GROUP r 1 �I I 7 r L 1 r 1 u 1 5 25. .00 .00 .00 .00( ) .00( ) .00( ) 5 30. .02 .00 .01 .00( ) .00( ) .00( ) 5 35. .00 .00 .00 .00( ) .00( ) .00( ) 5 40. .02 .00 .01 .00( ) .00( ) .00( ) 5 45. .00 .00 .00 .00( ) .00( ) .00( ) 5 50. .02 .00 .01 .00( ) .00( ) .00( ) 5 55. .00 .00 .00 .00( ) .00( ) .00( ) 6 0. .02 .00 .01 .00( ) .00( ) .00( ) 6 5. .00 .00 .00 .00( ) .00( ) 00( ) 6 10. .02 .00 .01 .00( ) .00( ) .00( ) 6 15. .00 .00 .00 .00( ) .00( ) .00( ) 6 20. .02 .00 .01 .00( ) .00( ) .00( ) 6 25. .00 .00 .00 .00( ) .00( ) .00( ) 6 30. .01 .00 .00 .00( ) .00( ) .00( ) 6 35. .00 .00 .00 .00( ) .00( ) .00( ) 6 40. .01 .00 .00 .00( ) .00( ) .00( ) 6 45. .00 .00 .00 .00( ) .00( ) .00( ) 6 50. .01 .00 .00 .00( ) .00( ) .00( ) 6 55. .00 .00 .00 .00( ) .00( ) .00( ) 7 0. .01 .00 .00 .00( ) .00( ) .00( ) 7 5. .00 .00 .00 .00( ) .00( ) .00( ) 7 10. .01 .00 .00 .00( ) .00( ) .00( ) 7 15. .00 .00 .00 .00( ) .00( ) .00( ) 7 20. .01 .00 .00 .00( ) .00( ) .00( ) 7 25. .00 .00 .00 .00( ) .00( ) .00( ) 7 30. .01 .00 .00 .00( ) .00( ) .00( ) 7 35. .00 .00 .00 .00( ) .00( ) .00( ) 7 40. .01 .00 .00 .00( ) .00( ) .00( ) 7 45. .00 .00 .00 .00( ) .00( ) .00( ) 7 50. .01 .00 .00 .00( ) .00( ) .00( ) 7 55. .00 .00 .00 .00( ) .00( ) .00( ) 8 0. .01 .00 .00 .00( ) .00( ) .00( ) THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 39 40 41 42 43 212 213 214 215 .00 .00 .00 .00 47.01 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .06 46.22 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 45.44 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .06 44.68 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 43.94 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .05 43.22 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 42.52 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .05 41.84 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 41.15 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .04 40.45 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 39.71 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .04 38.90 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 38.05 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .04 37.14 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 36.21 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .03 35.27 .00( ) .00( ) .00( ) .00( ) .00( ) 00 .00 .00 .00 34.32 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .03 33.38 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 32.45 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .03 31.54 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 30.65 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .03 29.78 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 28.93 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .02 28.10 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 27.30 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .02 26.52 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 25.76 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .02 25.03 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 24.31 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .02 23.62 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .00 22.95 .00( ) .00( ) .00( ) .00( ) .00( ) .00 .00 .00 .02 22.30 .00( ) .00( ) .00( ) .00( ) .00( ) 5z ' M:VOBSt564-014Wata\E)THAN2K\Model\Mod-SWMW64014a2.do 8M9 Printed: 12:26 PM, 04/21/00 THE SEAR -BROWN GROUP ' SWMM BASIN UPDATE FOR HP EXTRAN MODEL (FOX MEADOWS BASIN H) 100-YR DEVELOPED 5 REVISED 22 MAR 2000: SBG (JJF) FILE: 564014A2.DAT ' *** PEAK FLOWS. STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ' ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 35 75.2 2.0 1 20. 36 17.5 1.5 2 20. ' 38 162.0 2.7 0 45. 39 58.0 .0 6.5 1 0. 40 97.8 .0 6.8 1 30. 41 57.9 1.2 1 5. 42 130.4 .0 15.1 2 30. 43 97.9 2.1 1 30. 60 123.7 (DIRECT FLOW) 0 35. 61 45.3 (DIRECT FLOW) 0 35. ' 62 39.9 (DIRECT FLOW) 0 35. 63 23.9 (DIRECT FLOW) 0 35. 64 16.1 (DIRECT FLOW) 0 35. 65 49.4 (DIRECT FLOW) 0 35. 70 378.5 (DIRECT FLOW) 0 35. 71 178.2 2.9 0 40. 72 100.4 2.2 0 40. ' 73 124 237.8 89.8 (DIRECT 1.1 FLOW) 0 40. 0 45. 125 183.5 1.2 0 40. 126 120.2 2.6 0 40. 127 38.0 .6 0 40. ' 128 221.7 1.2 0 40. 203 130.4 (DIRECT FLOW) 2 30. 212 15.8 .1 4.0 2 0. 213 24.0 .1 7.8 1 55, ' 214 29.4 .1 5.5 2 0. 215 17.5 .1 7.5 1 40. tJ ENDPROGRAM PROGRAM CALLED M:UOBS1564-014WatakEXTRAN2K\ModePJAod-SWMMt5fi4014a2.dm 9 M 9 Printed: 12:26 PM, O4/21100 1 1 1 1 1 THE SEAR -BROWN GROUP Project• R Em-gAR By: JF Date: ig A +—oo S\IM>l 14YD)W69 Pt4 Sr'loo-rtt(A[ Project No. 5�e4-017 Checked: Sheet�of X5A �airc on Pa� S 0 J toe- feat por&ion oreurt) S►nIM�'f a-1 by drvymAs have- a &Aden eY % 05cu'!J4att. � 1,0J vwi Ce pa.gcb Olen loKstmte. how 4-h1s osc; l later was' remued " �du Orretia sa fAwt duy eAAW be i%tPut h6 -tom E�XT?-4N vvtodp.l. T v- (mob l e art titt f , laws Z �apr;mv s �,ra+ ["w, luit s WMM mood �.�'o`fo/l(A1.0arJ usco( j�ydvo9rcyoks -$r rr1pv, iAto +6- MKT? -AM modt,l. Thc cotwvin fader$ olrYay both tkt SWMM outpwt viode. nand. CLAA tke, tZXrRAr( kp(^t node. AOLYn2 (ZWMM%E;xTtzAN). 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O 0 O 0 O 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 O 8 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o c c o c c o 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 o c c C O n O n O O O O O N O to O V O V O M 000 M M M O M O M O N O N O N O N O N O N O N O N O N O N O N O N O O O O O O O O O O O O O O O O O O O O 3°o8o80088o8o808o8o8a8o8o8a 0000 b8000 qq o8o8o8RSs cn o 0 0 0 ........................................... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O M V co M N M Lo N 0 N Co '- _Lo Lo 00 .- V N co V M Lo n O M co O N N O V co 00 V T N N N Lo y a0 Lo 1n o n O 0) Lo O V N n N N M W M Lo V V Ln Lo O tb n M MI O -:PP O N O n M O M N 10 Lo Of 0 M w O O m Lo O Lo n Lo N LO to OLO V M Lo N Lo 00 O M V M V n V n V O V Lo V V V M V M V N V V V O V Cli MMMMMM w 07 n w N M MMMMNNNNNNNNN N O OI 00 to Lo O C co N N co I, CO M N M Lo N O N W — to — Lo — CO — V N M V M Lo n w CO co N N V V O O V m N N N Lo a 00 N M V n O to 0 O— V N n N N co co co-q 0 V O Ln O 00 n M m— O O M N O 0 n Co O co N co Lo a) Ice) O LD O w O to Lb Lo n Lo 6 Lo 6 Lo V 0 M to N Lo Lo O M 6 V 0 V n V f� V t6 V 646 V V V M V N V V V O V 6 co w co O M n co O M Ln co V 07 co Co N co co O co T N 00 N 6 N n N O N Ln N Lo N sf N M N N N N N Q n .- M N N V O M m n fD o n 00 N Q/ O 0 0 9 n Lo N N V O 4] Lo M tD n aO O O O N Co K an N O N n aD O) 8 0 N V Lo M N n fD Lo n a0 N T O O : = Lo to Lo 0 Lo 0 �o LAOLo f0 fD f0t0Ot00000 t0 LO w to n n l- n n n nnnnl�nOLbOO w w w w w w co ci Z O to O to O Lo O Lo O O O u7 O to O N O M O N O O 0 0 O u7 O M O Lo O tli O Lo O O—, O N O to O N O to O Lo O N N M M V V Lo u1 N N M M V V M O .- N N M M V V Lo O N N M M V V Lo M = V V V V V V V V V V 0 to Lo Ln Ln Ln Lo Lo Ln Lo Lo to w w W w 0m<c wLcmco Lonna nn nnnnn n n 00 No Text 10111 NUNN no1 N i i 1 1 i 1 1 1 1 1 1 1 1 1 1 1 Ooil iiUNION �i 101 iwr� � HII NO 11111111111111111111111-11111 C 1111111111I11111n ■N:1 1911I�in INN fill filliiii� �' i 111111111l1111��ae 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 &0 E cn O O co LO N O LO T o T O O O O O O O O 6 O 6 O Lid O CM N N •— T (S=13) MOI= I EXTRAN MODEL DEVELOPMENT CALCULATIONS I H I I I I I I 11 Ce � I On m f.-W� •_ _ V.E. 4887.3 WeV SEAR -BROWN (03 Drifice # 1 HP EXTRAN Model Legend 12 Conduit 12 Node 12 Incoming Hydrograph Weir #7 �i 11 11 I I I .1 I 1. THE SEAR -BROWN GROUP C ordv,; 4 1 Z Project: Project No. BY: Checked: Date: Sheet of �{�G bor o Ck ,.l 51 ►o�y — ✓ve•1 Olv Qo ;r t�nry cnd �/ , Q�CA (, G',./..I VPrF Qp�tlf..v.. C.y,l 0$SU ✓-C CLook,� 00. ^sj-f. .� /ino�el R�salfs 010e,^ C16Krtl 12 Moods a% 1,67 kd> .S `IIMn[A l;tin Z i{oc d = 49.o% H */- Cl1.o,W-aA 0 = I$O, c-� +/- ( 17t,4e pa1o4,<d 2QViSe CI�a N,II SS.C_79'o,-. YJ S,`�l1 �2 L�Oh — — NO, L-. /I/o.I�. r3.rk 1�� = 4�11o,S-o (Aesrg Ili) — �1'10 (aciw I Q Jf tJi r`^vtr+ R� GM S3 bN S i,.. s,z9 o,HH'Ony 0 'A' y,Zn t1H,�3 THE SEAR -BROWN GROUP Project: Project No., By: Checked: Date: Sheet of Revisc C0vt^el SQGT'Oh 4-o Oa-s; lr fel vl .-JA C "A^ct Slope }row, Uls =7vlkcIr A/ /Vo,-h., Nosh Qa k N+ - 4 tlo,So (DQs;9� — 45o3,b1 (CHlvc.� =/Vv u1s) (.r6- (n.eZ -- �.cti 1 P �- -7,W E 1& S ' o .s5 0 4 o " D v 3a.s� �I.bH 51.1Z �1.Zo s1,13 ?.oa 'z,31,13 i REGIONAL CHANNEL CONVEYANCE ELEMENT 35 AND 38 Cross Section for Trapezoidal Channel Project Description Project File cAhaestadlfmw1282015.fm2 Worksheet conveyance element 38ff- 35 Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.035 Channel Slope 0.004300 fUft Depth 3.41 ft Left Side Slope 4.000000 H : V Right Side Slope 4.000000 H : V Bottom Width 5.00 It Discharge 274.00 cis C v-J1J Q- SC>L.rce '. HP &,:IJr..s S (2,zpo { 3.41 ft 1 5.00 ft V H 1 NTS 08/19/96 FlowMaster v5.13 03:08:56 PM Haestad Methods. Inc. 37 Brookside Road Waterbury. CT 06708 (203) 755-1666 Page 1 of R Table Rating Table for Trapezoidal Channel Project Description Project File c:\haestad\fmw1282015.fm2 Worksheet conveyance element 38435 Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Constant Data Mannings Coefficient 0.035 Channel Slope 0.004300 ft/ft Left Side Slope 4.000000 H : V Right Side Slope 4.000000 H : V Bottom Width 5.00 It Fes\\ 4,941, So"«< 11 P f3�:ld,� s' 9 (4,rav V+'�o�I Su.fVf,(u� e,(aS Minimum Maximum Increment Discharge 150.00 300.00 25.00 cfs �1,3 Aztea ar a f �yrL�iO.� \IKST' UIS /4o,tL I I Rating Table Discharge Depth Velocity (cfs) (ft) ON 150.00 2.62 3.69 Qioo o]ea�c..�Let- 175.00 2.81 3.84� 200.00 2.98 3.97 � 225.00 3.13 _'.- 4.0 -2, 250.00 3.28 420 C 7 or o`a . 275.00 3.42 4.3 2 _�.,— f.• �,1.1�- - 300.00 3.55 4.40 oc' ' ,, X�' ) F-1 i— r I r 0a&19195 03:15:12 PM Haestad Methods, Inc. 37 Brookside Road Waterbvry, CT :C703 (203) 7Ff 16PA HP EXTRAN Model A s - ev;4 799-001 Profiles and Cross Sections � a �� ler�i� North Pond Swale Profile 0IS z-vNveJ l.kal vS 7�q 0,0041 -4 04 S(Op t VIS Tvw "Ic d (NP 41dS S OLSfS� sleea� Segment Point Station Elevation Length Comments �, 123 0+00.00 4902.75 0.00 D/S End 75" x 48" HERCP U Se,� 122 0+73.53 4903.61 73.53 U/S End 75" x 48" HERCP 121 0+78.19 4903.65 4.66 Channel Invert LCv SI t� C_kav% 120 0+94.54 4903.64 16.35 Channel Invert �( 119 1+13.54 4903.92 19.00 Channel Invert 118 1+51.54 4904.89 38.00 Channel Invert ��p\ 110 1+71.54 4905.29 20.00 Channel Invert -7$ 117 2+03.98 4905.32 32.44 Channel Invert SAY 116 2+44.82 4905.24 40.84 Channel Invert S�opt = O,Uoti3^- tip 115 2+87.38 4905.25 42.56 Channel Invert G���/� Cf,s S te POr North Pond Swale Profile 75" x 48" HERCP Sedimentation Berm 4905.50 4905.00 -- 4904.50 ° 4904.00 Y > - d W 4903.50 4903.00 4902.50 0+00.00 1+00.00 2+00.00 3+00.00 Station (ft) North Pond Swale Cross Section Point Station Elevation 103 0+00.00 4910.48 104 0+00.59 4909.98 105 0+04.35 4909.79 106 0+19.61 4909.41 107 0+20.09 4909.85 108 0+21.82 4909.68 109 0+37.89 4906.02 110 0+43.37 4905.21 111 0+58.35 4907.80 112 0+67.93 4909.52 113 0+83.22 4909.22 114 1+00.88 4908.87 Segment Length Comments Su�1t EMI of Sw.tt 0.00 0.59 3.76 still Dcp{4„ LA 9 0`1.t19O's 15.26 0.48 1.73 PT ,) 16.07 5.48 14.98 9.58 S; ds Slopts _ a S CO sire 15.29 17.66 North Pond Swale Cross Section 4911.00 - 4910.00 4909.00 - 4908.00 - - c o Y o 4907.00 - w 4906.00 4905.00 4904.00 - 0+00.00 0+20.00 0+40.00 0+60.00 0+80.00 1+00.00 1+20.00 Station (ft) 1'I THE SEAR -BROWN GROUP Project: By: Date: — '� 8 (-Y' -7 !7 - 114 G 2/c P Co rd 14 2 3 ,^[r4 i /e.1G 7a:I � Maw► as scene = ao,s �4 See- Eez, W; v A It, ^ � 1? -3'0V. ss Project No. Checked: Sheet 70 of C., A (L ASTM C507 ASTM C655 AASHTO M207 AASHTO M242 ELLIPTICAL REINFORCED CONCRETE PIPE Tongue and Groove Joint NOTE: Area of reinforcement steel, number of cages, and concrete compressive strengths shall be in conformance with ASTM and/or AASHTO specification. No scale. Co9J1 + z3 WALL THICKNESS MINOR \ A%is MA OR - RASE Axls 1 / I- JOINT LENGTH ALL DIMENSIONS SUBJECT TO ALLOWABLE SPECIFICATION TOLERANCES AND PARAMETER. EQUIVALENT CIRCULAR DIX Fiat (mm)' NOMINAL DIAMETER ACTUAL DIAMETER WATERWAY AREA (Lt') (m') WALL THICKNESS (in) (mm)' JOINT LENGTH (Ft) (m) WEIGHT PER FOOT pb/R) (kg/m) MINOR AXIS (RISE) (in) (mm)' MAJOR AXIS (SPAN) rin) (mm) MINOR AXIS (RISE) (in) (mm) MAJOR AXIS (SPAN) (n) (mm) 18 A50 14 350 23 575 14.31 363.47 22.88 581.15 1.8 0.17 2.75 69 7.5 2.29 195 290 24 600 19 475 30 750 19.19 487.43 30.13 765.30 3.3 0.31 3.25 82 7.5 2.29 300 446 30 750 2A 600 38 950 24.00 609.60 37.88 962.15 5.1 0,47 3.75 94 7.5 2.29 430 640 36 900 29 725 45 1125 28.81 731.77 45.44 1154.18 74 0.69 4.50 113 7.5 2.29 625 930 42 1050 34 850 53 1325 34.06 865.12 53.31 1354.07 10.2 0.95 500 125 7.5 2.29 815 1213 48 1200 38 950 60 1500 3B.13 968.50 59.94 1522.48 12.9 1.20 5.50 138 7.5 2.29 1000 1488 Sd 1350 43 1075 68 1700 41,14 1103.38 67.88 1724.15 16.6 1.54 600 150 7.5 ? 29 1235 1838 60 I500 48 1200 76 1900 48.19 1224.03 75.50 1917.70 20.5 191 6.50 163 7.5 2.29 IA75 2195 66 1650 57 I725 83 2075 53.00 1346.20 83,06 2109.72 24.8 2.30 7.00 175 7.5 229 1745 2597 72 1800 58 1450 91 2275 57.88 1470.15 90.56 2700.22 29.5 2.74 7.50 188 7.5 2.29 2040 3036 'Metric diameter and wall thickness are nominal, all other dimensions are'soft' conversion. -` "-'• 8311 West Carder Court Littleton, Colorado 80125 Bus. (303) 791-1600 Fax (303)791-1710 1-800-285-2902 (Colorado only) C [J 11 lJ 1 I 1 725 Bryan Stock Trail 'JFSV0M1A1G Casper, Wyoming 82609 ��-coNCRrE Bus. (307) 265-3100 Fax (307)265-0013_ ELR-001 SPC 795 Equivalent Roughness: Determine equivalent pipe roughness which accounts for associated entrance and exit losses. 72� NORTH POND CULVERT UNDER OVERFLOW PARKING ROAD CONDUIT 23 EXISTING PIPE De:-5.0 ft Ojwv�ei De Re:- 4 Re=1.25 n Le :- 73.5 ft LCr$�� ne := 0.013 �I V_Q I At LOSSES: k_entrance := 0.5 Upstream Flared End Section k form =0.0 k_exit = 1.0 Downstream Flared End Section Into Detention Pond EQUIVALENT PIPE: Dp:-De Lip =5 ft �(,wiv.ie,4 �IJia/ v.�C',L... Itp "DP Rp=1.25 ft ��tiiv>lC n4 Lp.=Le Lp=73.5 ft Ia�,u,Iv.nle.—. CerS'`t'. 1 4 2 2 p3 lip:= 1 i k_entrance i- k_form i- k_exit -p 29_ne4 Le R j 29 Lp Rea np =0.033 i_ AN ✓n I 4. "N" "InC Equivalent Roughness: Determine equivalent pipe roughness which accounts for associated entrance and exit losses. NORTH POND OUTLET STORM DRAIN PIPE CONDUIT 34 EXISTING PIPE De:=3.0 ft Oia�oll Re:=4 De Re=0.75 ft LLvl- Le:=85.0 ft ne:=0.013 Y\I y-ok LOSSES: k_entrance = 0.5 Upstream Headwall - Groove End of Pipe k_form := 0.34 70' Bend at Downstream End (0.84 - 0.5 D/S Entr. Loss) k exit : = 1.0 Downstream Flared End Section Into Detention Pond EQUIVALENT PIPE: I' JfGVn2 Up De Dip = 3 ft KIVAItn4 Dp it>.*- Y Rp :- Rp =0.75 ft IC- ��(✓>. Lp:-:Le Lp=85 ft f= 1CA; vA, 4 112 i 29-ne2.Le1, Rp3 np Ik_entrance k_form+k_exit +- 4—I29Lp III, Rea tl np=0.026 I=t0v v.It�4 �ln VAS` Equivalent Roughness: Determine equivalent pipe roughness which accounts for associated entrance and exit losses. STORM DRAIN LATERAL FROM BUILDINGS CONDUIT S y EXISTING PIPE: p De := 3.0 It De Re := 4 Re=0.75 ft Le 135.0 ft Le.^! -A I, LOSSES: k_entrance _= 0.5 Upstream Headwall Type Condition in 10' Type R Curb Inlet k_fonn =0.56 80' Bend at Downstream End (1.06 - 0.5 D/S Entr. Loss) k_exit 1.0 Downstream MH EQUIVALENT PIPE Dp._De Dp=3 ft ('qt..;v�tr..� Rp._.Dp Rp=0.75 ft [�v.t�al<..� I�ydvnwllc I�Ri.tS 4 Lp:=Le Lp=135 ft I_/l,ui✓wltw� �.2v.S`�ti i 4 2 1 np .= Ik29 ne2-Le Rp3 _entrance+k form exit .F 4 129.Lp Rea I np = 0.023 l� Lr V,iv.je,4- l✓t' V n(Nt Equivalent Roughness: Determine equivalent pipe roughness which accounts for associated entrance and exit losses. STORM DRAIN TRUNK LINE CONDUIT 461 EXISTING PIPE - De 2.5 ft De Re =-4 Le : - 330.0 ft ne := 0.013 LOSSES: k_entrance=0.5 k form:=0.19 k exit 1.0 EQUIVALENT PIPE Dp := De Dp Rp _ 4 Lp.=Le Re = 0.625 ft Distribution of Upstream Bend Losses (Subtracted from U/S) 28' Bend at Downstream End Downstream MH Dp = 2.5 ft Rp = 0.625 ft Lp = 330 ft I C� ;v.te a dr I 4 12 . 29-ne2.Le� RP3 np.�i �k_ entrance +k form -;-k exit --— a t'29L P i — — Rd I np = 0.016 � e�";vIte. 4 ht v.lue Worksheet ' Worksheet for Trapezoidal Channel ' Project Description Project File h:\jobs\799-001\extran\ce462.fm2 Worksheet CE 462 Flow Element Trapezoidal Channel Method Manning's Formula Solve For Discharge Input Data Mannings Coefficient 0.015 — ' Channel Slope 0.004940 ft/ft Depth 0.50 ft Left Side Slope 5.000000 H : V ' Right Side Slope 20.000000 H : V _ Bottom Width 300.00 ft 1 1 Results Discharge 662.55 cfs Flow Area 153.13 ft2 Wetted Perimeter 312.56 ft Top Width 312.50 ft Critical Depth 0.53 ft Critical Slope 0.004083 ft/ft Velocity 4.33 ft/s Velocity Head 0.29 ft Specific Energy 0.79 ft Froude Number 1.09 Flow is supercritical. Ipa�e�4 Si,.r�ce_ (ter Li(az 7l, UVe44(.� C"n,- ) 4z5 e.us,4 �urlc,v.� Iv�- is wes+ 10/15/98 FlowMaster v5.15 10:33:00 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Equivalent Roughness: -7q Determine equivalent pipe roughness which accounts for associated entrance and exit losses. STORM DRAIN TRUNK LINE CONDUIT 67 EXISTING PIPE: De - 2.5 ft De Re:= 4 Le:=235.0 ft ne 0.013 LOSSES: k entrance := 0.5 k form:=0.0 k exit =- 1.0 EQUIVALENT PIPE Dp -De Dp RP'=4. Lp:=Le 6iC,r ,4, Re = 0.625 ft 0' VAI�e Upstream Headwall Condition in 15' Type R Curb Inlet Downstream Pond Dp = 2.5 ft Rp = 0.625 It Lp=235 It 1=cw-i✓u - i a z 29-ne2. Le� Rp3 np := I lk_entrance-i- k_form + k_exit 1- q 129 Lp Re 3 np=0.017 EQi Va to ^'i ,V\ Vck Iv, C. Equivalent Roughness: Determine equivalent pipe roughness which accounts for associated entrance and exit losses. 79 SOUTH POND CONNECTING PIPE - EAST END CONDUIT 78 EXISTING PIPE: De:=4.0 ft j]iAME1EIZ Re:=De Re=I ft N fDRltu tG �t7tUS 4 Le:=30.0 ft LE-NC.trH ne:=0.013 HANNIMCI'S „V)" LOSSES: k_entrance :=0.5 Upstream Headwall Condition Assumed at Lateral Junction k_form :=0.25 Lateral Junction from Parking Lot k_exit :=1.0 Downstream Pond EQUIVALENT PIPE Dp:=De Dp=4 ft Eq�IUA�ENr 71AMtCt�Q D Rp:= Rp=1 ft r. }}YPe-AJ1A - IZ��t Us EQUt�JALEN 4p L Lp = 300 ft EG7V I ✓A L T?i �FjGj� Le146,7i4e jFD Tic) INcRk sc —'1rAetL-'Ty 01�- EK7rAN Mo t a 2 np:= 29 ne2 Le k_entrance+k_form+k_exit+ Rp3 a 29 Lp Rea LQ�I✓ftt`7`IT' N(ANNINC " n„ np = 0.015 Equivalent Roughness: , q Determine equivalent pipe roughness which accounts for associated entrance and exit losses. / SOUTH POND CONNECTING PIPE - WEST END t CONDUIT 89 EXISTING PIPE: De:=4.0 ft Re := De 4 Le :=145.0 ft ne :=0.013 LOSSES: k_entrance :=0.5 k_form :=0.975 k_exit :=0.5 Re= 1 ft �}YDtiz AULI�1�5 �jaLlTt-! , N1kNNf N�t'S e�' ' Upstream Headwall and Wingwalls ' Trash Rack Loss - see separate calculation Downstream MH Conditions Assumed at Lateral Junction EQUIVALENT PIPE: ' Dp :=De Dp = 4 ft EQJI I/A t_D"N t 1-;) AM67rE - Rp:=Dp Rp=1 ft FLQJIVALENT R-fD9- ULlC Lp:=2.Le J Lp = 290 ft ECG W V At_ETl-r— Lt 1-1GT R PIS LENG77NCNEZ7 TD WC46�n5,E- 5rrh3i �i rr OA 6x rT2..A>`I MoO E� 1 4 Z np := k_enVance t k_form t k_exi[ t 29 ne Le Rp3 4 29 Lp ' Rea np = 0.018 Project: Project No. THE BY: Checked: SEAR -BROWN GROUP Date: Sheet of Equivalent Roughness: Determine equivalent pipe roughness which accounts for associated entrance and exit losses. SOUTH POND - DAM POND CONNECTING PIPE CONDUIT 1011 EXISTING PIPE: De : = 2.5 ft De Re 4 Le 395.0 ft ne :=0.013 LOSSES: k_entrance : = 0.5 k form:=0.975 k exit.--1.0 EQUIVALENT PIPE Dp := De Op RP := 4 Lp = Le 1) ia„.Ai Re = 0.625 ft "f— A, 'A ( N. S Upstream Headwall and Wingwalls Trash Rack Loss - see separate calculation Downstream Pond 81 Dp=2-5 ft Rp=0.625 ft ���u ✓a it ..1 /"�I Ot�ru ��r jtc.,r �',,,3 Lp=395 ft La i 4 12 29-ne2 Le 1 Rp3 np A k_entrance -t- k form -i- k exit 1- - — 429. Lp I, Rea np=0.017 V.,. le VPline r . THE SEAR -BROWN GROUP J Project: Project No. By: Checked: Date: Sheet of i 1 1 1 i 1 THE SEAR -BROWN GROUP Project: By: — Dote: — Project No. — Checked: Sheet 83 of over 4101,` Weiv- �v vcrf E IGvai'o l 1-18`i2.,UO Cof-fG-C--k 0^ " SN1�NAe.Ll v�iS L' 'riG W-// PII fQj IC V4?la f GAIT C/IhSU'.. rt (SI.�./'yf r/N✓f I11 $ Fr-4, It.Boo :cc_ s F!- >1; P;P Q �— l lnts pipe (:Zr+rels 'ago` to�.s i=lUw Mas Mo ),,a.\ 14 5: 1 11p ) C 1 A?- 2^�0 O `Use (pvp,[t.,' y 0.p.6� 4l -1 UOia.�V1 G ✓J - U� xivv 77.E s A+4 40A T.Nv 'N,7'3. (,7 '564 %`4.3j Top o- See �O�IoM wg PG5.2� THE SEAR -BROWN GROUP I�>n I_ /1lodell� 99 -a Protect: �KirA^ � Protect No. 7 By: CIO Checked: Date: Sheet 91 Of � J ST/L L /NG BAS11V . Top *FJ. o As W StL �%�STNV - -- = 77.75- A f 1+ E7- 74•Zs i - .r '. - 7'I.2S ' 77.45 ' 06) ,3I Neovy 4lprap,Lrned -0,3o ca.re+�. 4 Ou11CI 0rfcfi �cfcr �cm.,«t;�_ AID Scxc s'Fr�rG�dofia� = 78 S3 Id : e c. 6° 10 10° ID° '.#4 Edge Bars / t Bend.MM side walisf 2 6 Splice across \ #4@12' g Opfiora/ (� : 14,f.31,44 - P-clarci +Cott, s Co Day,,,, , Av\C 1S,, 4 140.s+,>-5s 19-71 Equivalent Roughness: Determine equivalent pipe roughness which accounts for associated entrance and exit losses. DAM POND OUTLET PIPE TO FOSSIL CREEK DITCH CONDUIT N L5' EXISTING PIPE: De. =2.0 ft De Re:- 4 Le 220.0 ft ne =0.013 LOSSES: k_entrance - 0.7 k form:=0.68 k_exit := 1.0 EQUIVALENT PIPE Dp - De Dp4 Rp Lp .= Le Re = 0.5 ft LP 11�4 kn' vAlti&- 14,1 /, fwi+I C V�-Gl;-15 Flush with embankment - mitered to conform to fill slope 65' Vertical Bend Downstream Irrigation Ditch Up-2 It 10..L Rp=0.5 It �- �ki✓qla..� Lp=220 ft I �uivelr-^� i y 2 1 z p3 lip:- I k_entrance - k form k exit, 29'neLe R _ _ q .29.Lp 1 Rea np=0.018 �tt L,"Vnit^% 'Ni I/UIKe 9S STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA I TABLE 802C STORM SEWER ENERGY LOSS COEFFICIENT (BENDS AT MANHOLES) 1.4 1:3 r I.: l �t 1.2 i.lu h r,oa r.cw 1.0 +ar, o, t{ Y 0.8 0 o•4b V = 04Y 0.6 C:$Z C,Y'I 0.4 p jZ O.lg 089 0.2 p.I a C �y p,cv 00 I � I I y I I Z � I I I I I I I I Bend at Manhole, 1 no Special Sheping I Deflector Curved I I I I I Y Bend at Manhole, Curved or Defieclorl Manhole I I I I I I I . I I I 0° 200 400 600 800 900 1000 Deflection Angle Y, Degrees NOTE: Head loss applied of outlet of monhole. DATE: J A N. 1 9 8 8' REFERENCE: REV Modern Sewer Design, AISI, Washington D.C., 1980 0° 200 400 600 800 900 1000 Deflection Angle Y, Degrees NOTE: Head loss applied of outlet of monhole. DATE: J A N. 1 9 8 8' REFERENCE: REV Modern Sewer Design, AISI, Washington D.C., 1980 97 TABLE 12 - ENTRANCE LOSS COEFFICIENTS Outlet Control, Full or Partly Full Entrance head loss H�=ke V2 20 Type of Structure and Design of Entrance Coefficient k, Pipe Concrete Projecting from fill, socket end (groove -end) 0.2 Projecting from fill, sq. cut end , , , , 0.5 Headwall or headwall and wingwalls : Socket end of pipe (groove -end). 0.2 Square -edge . . . . . . . . . . . . . . . . . 0.5 Rounded (radius = 1/12D) . . . . . . . . . . . . . 0.2 Mitered to conform to fill slope 0.7 'End-Scction conforming to fill slope 0.5 Beveled edges, 33.70 or 45' bevels . . . . . . . . . . . 0.2 Side -or slope -tapered inlet 0.2 Pine or Pine -Arch, Corrugated Metal Projecting from fill (no headwall) . . . . . . . . . . 0.9' Headwall or headwall and wingwalls-square-edge . 0.5 Mitered to conform to fill slope, paved or unpaved slope . . . 0.7 'End -Section conforming to fill slope 0.5 Beveled. edges, 33.70 or 450 bevels 0.2 Side -or slope -tapered inlet . . . . . . . . . . . . . 0.2 Box Reinforced Concrete Headwall parallel to embankment (no wingwalls) Square -edged on 3 edges 0.5 Rounded on 3 edges to radius of 1/12 barrel dimension, or beveled edges on 3 sides . . . . . . . 0.2 Wingwalls at 30° to 75° to barrel ' Square -edged at crown 0,4 Crown edge rounded to radius of 1/12 barrel dimension, or beveled top edge . . . . . . . . . 0.2 ' Wingwall at 100 to 25' to barrel 0.5 Square -edged at crown Wingwalls parallel (extension of sides) Square -edged at crown Side -or slope -tapered inlet 0.2 ' "Note: "End Section conforming to fill slope,l " made of either metaor concrete, are the sections commonly available from manufacturers. From limited.hydrau- lie tests they are equivalent in operation to a headwall in both 'ni let and Outlet control. Some end sections, incorporating a closed taper. in their e�ign have a superior hydraulic performance. , These aT tier_ sections can be 179 �g STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA TABLE 803 MANHOLE AND JUNCTION LOSSES cam= p+ NOTE Tw in, TTN p ��. •1 1.141. PLAN o, N USE EQUATION 801 SECTION (J`_ K CASE I .Z� INLET ON MAIN LINE Jr C k= O:S /'lan(u� cr1 MA:,+G'inL USE EQUATION 805 }d a� •Earl. °„•, Pt.AN ECTI N CASE III MANHOLE ON MAIN LINE WITH G° BRANCH LATERAL USE EQUATION 805 z 04 N.N� �v=—k Viz p • vl SECTION CASE II INLET ON MAIN LINE WITH BRANCH LATERAL PLAN USE EQUATION 801 °', NL= K k_z a�. • °.a k-1.2S SECTICN CASE 1Z INLET OR MANHOLE AT 4 BEGINNING OF LINE CASE III CASE NO. K. Ou K. I 5 22 /2 0.75 II 0.25 45 0.50 IV 1.25 60 0.35 90 0.25 No Lateral See.Case I Date: NOV 1984 REFERENCE Rev APWA Special -Report No. 49, 1981 1 Tt,[ UDs--E7WF=7e e���tiGe lass CoG� .`� �sg OAId Daign • PiPe B Ca binaam P.ge 3 1 The otal loss factor for an outlet is the sum of all loss factors: KL = kt + ke + kf + kb + ko + kC + kex 1 1 —D kt = trash rack loss factor, if any, namely: 1 1 1 A k,=1.45-0.45 use qG�a,� u.rE�l �C06 c r;& rEq )rtcl��!e e 7.n�te� Gco� C, in which, an = net open area of the rack, ag = gross area of the rack, Incl. supports ke = entrance (orifice) loss factor, namely: 1 ke— 12_l. 1 Cd 1 i 1 1 kf = pipe friction loss factor, 2 kf =185- nD 4/3 'L VjcC. 1 U r bc,;as,n • iZ-Jc I ��rE I�f Gas, q h • Ln S-�6�artv�lcr�'� .�'"�2ntt�/ � 3es-� /LlanU��vn-en'-E �2cC i •='�= 1 vf Co(c�tlCiO a� nV�! NCES �Z�6 1 No Text No Text 92 THE SEAR -BROWN GROUP J Project: By: Date: — VVQ Ir Over /vo,,4K io rJ C1...'VOI4— (-19 0-7. (�, ( 4I0- .,G( Project No. Checked: — Sheet a 4� 3 '1 `10 (<. -7 S �t `l 0 2,-1 5 C,re.s i Le.,_g+ , = -:S� h rr cat tf,C;0.+ _ 3, -ruse /N�i �1 ove.�lo�o UC.ri+�ve/l. ?i iS aSRA lti i i � 6C co v t e. 4 r..d G i- t bs of 2' CONC` CHANNEL PARKING LOT GRADING PLAN (EAST) SHEETS SHEET _ 3. 1 1 THE SEAR -BROWN GROUP Project: By: Date: Project No. Checked: Sheet of Ball Fields - Fenceline Segment Point Station Elevation Length Comments 157 0+00.00 4909.11 0.00 West End 156 0+29.65 4909.56 29.65 155 0+67.19 4908.61 37.54 154 1+03.73 4907.91 36.54 153 1+27.32 4908.07 23.59 152 1+68.13 4907.98 40.81 135 2+15.46 4908.16 47.33 151 2+31.55 4908.14 16.09 150 3+11.05 4907.97 79.50 149 3+27.35 4907.84 16.30 148 3+63.27 4908.08 35.92 147 4+02.11 4908.75 38.84 146 4+43.93 4910.20 41.82 East End 9s V/ q -Z--) � 11 Fenceline Profile 4910.50 4910.00 4909.50 4909.00 - - - 4908.50 4908.00 .r 4907.50 0+00.00 1 +00.00 2+00.00 3+00.00 4+00.00 5+00.00 s SEAR -BROWN � 8,9 ------------------- �J 1 1 J /_---_ SCALE 1'�30' 1� 0 30 60 90 _4)05 LEGEND: EDGE OF AS —BUILT SURVEY 120 II Ile \ _ Gribc 1 — — EXISTING INDEX CONTOURS (1' INTERVAL) EXISTING INTERMEDIATE CONTOURS (0.5' INTERVAL) HISTORIC INDEX CONTOURS (5' INTERVAL) ------ HISTORIC INTERMEDIATE CONTOURS (1' INTERVAL)^ ii / / / o / \ on HP EXTRAN Model VOLLEYBALL/BASKETBALL COURT BERM AS -BUILT SURVEY r, / 1 / A _— 900 1m x � DAM TO POND / W � / ,.- _ _ 4898,, 1 _ _-_,----- _ x W W / is .---------- 1 1 1 ; 1 1 1 1 THE SEAR -BROWN GROUP Project: By: Date: Project No. Checked: Sheet 97 of Ove,,r Po �1 11 CO+i._�o...S Coe 21 C YT-1 U �wPA ay.14 j ?A 14! PO«af k�l6`1 Inc- G x tti(o a.ol creme StnfG/LwrhC G(E,v, Lt`11 4 4,, I' o -7 Fle, = i°11 Oo n p. Coe PaY-r� I3 �rw.e Q6br..� '?� �g1a.Oo ass�w_, J L r THE SEAR -BROWN GROUP Project: By: Date: — Project No. Checked: _ Sheet �a �a e� �1/er ! iok +lJe �/t%ei ✓ l I Z L qsgt Iql AvY H+= 3,V75- s Ci�,po 12i i-( �Nerr F= �w•iYa� Q = '3, 367 L h 31 Z 6aSG �1(sL + Veln� �j h¢ad assume u//�ln�,l-r 1= l'12 Cas ue Val. C� i-Y —�5' O Q = IZo3,5 c�s - COethcie v0 CCv-e-a f Elf m Il�b�_lll�!l��.�l�JIIIIIIIIn - r . iu � �P IC��iC41F;u111111111MIMI 'lulil IIi11111�i11 Illlialll Illlllllllllu loll lllllluIII MEN 11 ' IF Mull I lull ►:QIIIII 11111 Illnill IIIIIIlllnll n ``Iil.11ilnn .._ IIIIIIIIinnn 111� 111111111111 Ililnll1 1111 111111/111 11 �YIIIIIIIIIIu111111111111111�1 11111 � �nnn1111111WIWIn11n1NO `; IIIIIIIIIIIuIII 11 ifl111111 n IIIIn11 f' ,11111 1111� 111®11 a �IIIIIII��II 111 I�i0011�� 1 I 1 11; � ' IIIIIIn n� nluliil �� 11111 IIIN� nn 111 %h t3 ,�, un111111n nmin�ll�nnul®Il�ull ; � llnlmlm 1 ':. IIn11UWIn®1 1 1�11 �' STORM DRAINAGE DESIGN AND TECHNICAL CRITERIA TABLE 1401 I 100 WEIR FLOW COEFFICIENTS SHAPE COEFFICIENT Sharp Crested - Projection Ratio (H/P = 0.4) 3.4 Projection Ratio"(H/P = 2.0) 4.0 Broad Crested W/Sharp U/S Corner 2.6 W/Rounded U/S Corner 3.1 Triangular Section - A) Vertical U/S Slope - 1:1 D/S Slope 3.8 4:1 D/S Slope 3.2 10:1 D/S Slope 2.9 B) lil U/S Slope - 1:1 D/S Slope 3.8 3:1 D/S Slope 3.5 Trapezoidal Section 1:1 U/S Slope, 2:1 D/S Slope 3.4 2:1 U/S Slope, 2:1 D/S Slope 3.4 Road Crossings We;� t1 I Gravel W e;r 4v 11 �-+ 3.0 Paved COMMENTS H<1.0 H> 1.0 Minimum Value Critical Depth SCHEMATIC H>0.7Y_ H> 0.7 H> 0.7 U 3 H >0.5 -D/3 H N >0.5 Ws D/3 H> 1.0 H H>1.0 I_ U/S D/3 H>1.0 H>1.0 +0 II w • i •• u u •. u u .a u OLL 4[ OL fVL.4 •iL •C[ � ADJUSTMENT FOR TAILWATER Date: NOV 1984 1 REFERENCE: King & Brater, Handbook of Hydraulics, McGraw Hill Rev: Book Company, 1963 - Design of Small Dams, Bureau of Reclam.,1977 i I 1 U .1 1 k I 1 m 5-12 HANDBOOK OF HYDRAULICS bulkhead Across the canal section Ohrd contains the, notch efgh. L is the width of opening nt the bottom of the, notch, and 11 is the depth of water in the canal above the structure. a . A h d U 'r 71 v 5 e , Fla. 83. Notch fall or drop. Under the. conditions described above., flow occurs at eriticnl depth, nod discharge can he determined by the principles and formulas contained in See.. 8. Table 47. Values of C in the. Formula Q - CLIM for Brood - crested Weirs hiomnred hoed Drondtl, or °rat of wolr in feet 0.5010,7511.0011.5012.0012.5013.001 t. ml 5.001 10.001 15. 000.2 in foot. II 2.90 2.7.512.00 2.0°-12.54I2.48 12.44 2.39 2.04I 2.40 2.0 0.4 2.92 2.80!2.72 2.04 2.01 2.002.5 R 2.54 2.50 2. 5a 2.7 0.0 3.082,892.7.9 2.64�2.612.002.0882.692.70 2.70 2.7 0.8 3.30 3.04 2.85 2.O8 2, 00 2.00 2.67 2.68 2.68 2.60 2.64 1.0 3.32 3.14 2.98 2, 75 2.60 2.64 2.05 2.07 2.08 2.08 2.0. 1.2 3.32 3.203.0 2.80 2.70 2.65 2.64 2. 0r 2. 60 2A9 2.64 1.4 3,32:1.20 3.20 2,02 2.77 2.O9 2.64 2.05 2.65 2.67 2.64 1.6 3.X 3..29 3.28 3.07 2.89 2.75 2.09 2.66 2.65 2.04 26: 1.9 3.32 :1.32 3.31 3.07 2.88 2.74 2.68 2.66 2.65 2.64 2. K 3,323.31 2.0 .303.032.852.702.722.682,G5 2.61 2.03 3.32 3.32 2.5 3.31 3.25 3.07 2.89 1.81 2.72 2. G7 2.01 _2.69 3.0 :1.32 3.32 3.32 3.32 3.211 3.05 e_.9^_ 2,73 2.60 2.64 2.6:4 3.5 3,323.323.32�3.323. 323. 1!1� 2. 07i 2.762. 08 2,61 2.03 4.0 3.323.3 3.32 3.32 3.32 3.32 3,07 2.79 2.70 2.61 2.8 4.5 3.323,323.323.3e_3, 323.323.322.8A 2. 74 2.64 2.G 5.0 3.323.3 2 3.323 3.32 3.3e_ 3.32 3.07 2.79 2.04 2.03 5.5 3,323.323.323:3"_3.3e-3,3o_ 3.323.322. 88 2.04 2.0 We a.- 13 -Fo 7 We, , / TO I O -I ,OO' CJ`P.S� �GNS'FI-, lC O.fa7 �3DL WEIRS NOT S4IARP CRESTED 6-13 Table 48. Values of C in the rormula Q - CL1134 for Models of Broad -crested Weirs with Rounded Upstream Cororr Neme of erperi...enter � oo n 0. « `o ]icnd in feet. 77 a °u 0.4 0.0 0.8 I.0II.5I2.0I2.5 I3.OI4.OI5.0 n:u 9s s's 252 25/00 0.3. 2...807 2.008 2.81 2.01 .56 46.70 2.2 8 72.89Boliu. 2.9? U. w U. 8 . ?.0? 3.01209 ?. V 3.01 0.503 V 000....0033 1 .50 4. ..... 2.93 2.832.R72.82 2.82 2.12 2.82 1,81 Table 49. Values of C in the Formula Q - 471,110 for Broad - crested Weirs with Crests Inclined Slightly Downward SI err of °t Len tl of R in feet hand in fret, 77 0.1 1 0.2 1 0.3 1 0.4 1 0.5 i 0.9 10.7 12 l0 1............ 3.0 SRI e_.87I 2, 57I 2.00I 2.A4I 281I 2.70 18 to I............ 3.0 12. 2,01 2,02 2.5J 2.an 2,So 2.74 2.02 IS to I............ 10.0 2.52 2. G8 2.73 2.80 2.00 2.80 2.08 Tnble 50. Vnlucs of C in the Formula Q e C1,1135 for Weirs of Triangular Cross Section with Vertical Upstream Face and Sloping Downstream Face Slope of down- [roan, lace Height r weir in rent, P Mend In feet, /f 0.2 10.3 10.4 10.5 10.0 10.7 10.8 10.0 11.0 11.2 11.5 Her. Vert. I lot 2.46 3:RA3.85I3.853.BSI3.853.8513. 85 :LRSI3.Aru 3.85I3.9.5 2 to 2.40 3.493AR3.493. 403. 503.503.503.503.503.513.51 2 to 1 1.61 3.50 3.47 3, 47 3.51 3.54 3.57 3.68 3. SR 3.58 3.50 3.57 3 to 1 1.04 .... 2.00 3.11 3.22 3.20 3.33 3.37 3.40 3. /0 3.41 3.41 5to 1 2.46 .... 3.093.003. 05 3.05 3.07 3.09 ]23.133.133. 13 10 to l 2.45 .... 2.82 2.83 2.84 2.80 2.89 2.00 2.83 1.9I 2.92 2.03 10 1 THE SEAR -BROWN GROUP Project: By: Date: — 0," II 0,. ('- Or, cc- Project No. Checked: _ Sheet rIs" P; Pe- of ��.�� S6(s rc;�y I IG3 I O 777 U 1 1IIJ v 1 I fa� Pond Volumes Measured by planimeter from contours provided by HP Planimeter Calibration: area in square inches = 0.0180 x Planimeter Reading Invert = 4902.12 South Pond - West (Junction 13) Square Inches Actual Actual Depth Above Elevation Trial 1 Trial 2 Trial 3 Average at V=50' Square Feet Acres Invert 4903 340 340 339 340 6.11 15285 0.35 0.88 4904 370 369 367 369 6.64 16590 0.38 1.88 4905 403 400 403 402 7.24 18090 0.42 2.88 4908 523 527 520 523 9.42 23550 0.54 5.88 4909 617 619 615 617 11.11 27765 0.64 6.88 • Invert = 4897.87 South Pond - East (Junction 7) Square Inches Actual Actual Depth Above Elevation Trial 1 Trial 2 Trial 3 Average at 1"=50' Square Feet Acres Invert 4902 1142 1136 1137 1138 20.49 51225 1.18 4.13 4905 1354 1354 1357 1355 24.39 60975 1.40 7.13 4907 1580 1577 1580 1579 28.42 71055 1.63 9.13 Invert = 4882.55 Dam Pond (Junction 11) Square Inches Actual Actual Depth Above Elevation Trial 1 Trial 2 Trial 3 Average at V=50' Square Feet Acres Invert 4888 2527 2540 2541 2536 45.65 114120 2.62 5.45' 4890 3304 3304 3295 3301 59.42 148545 3.41 7.45 4895 5316 5300 5300 5305 95.50 238740 5.48 12.45 Invert = 4899.81 North Pond (Junction 3) Square Inches Actual Actual Depth Above Elevation Trial 1 Trial 2 Trial 3 Average at V=50' Square Feet Acres Invert 4902 648 648 646 647 11.65 29130 0.67 2.19 4903 751 753 751 752 13.53 33825 0.78 3.19 4904 844 842 835 840 15.13 37815 0.87 4.19 4905 953 960 960 958 17.24 43095 0.99 5.19 4906 1495 1490 1495 1493 26.88 67200 1.54 6.19 4907 2625 2624 2620 2623 47.21 118035 2.71 7.19 4908 3320 3314 3314 3316 59.69 149220 3.43 8.19 1 1 1 1 1 1 1 EXTRAN MODEL i INPUT AND OUTPUT FILES 1 1 1 1 1 11 1 1 [J 1 1 A HP EXTRAN Model Legend 12 Conduit A Node 12 Incoming Hydrograph alu � 2• - �` � 141 6 to p 0 O 15 61 9 Weir 5 11 `"" W it VE 7 loll 11 We W 49M 10 Weir #3 65 12 e o a 1 SEAR -BROWN 107 HP EXTRAN Model Legend 12 Conduit A Node 12 Incoming Hydrograph 141 Drifice # 1-_ ,/ \ �/� Weir #7 ST 8.00, Sw 1. 0. 0. MM 8. 1.2.3.10,11.12.13.14, $ANUM 4EXTRAN 'HP EXTRAN Model: 100-Year Hydraulics of Pond System, Fort Collins Site' ,11 'Sear -Brown Group (JJF) -- 564-014 -- 27 JUN 2000 (file 564014x2.DAT) BB 0. 0. 0.65. 4. 0.65. 1.. 1.0. 6. 50, 0. 1. 1.0. / B1 64800. 1.. 0, 600.1200. 600,0.2000, 6, 27, 0. 0. 0, B2 0, 5, 28.27, 0.0, .00003, .00001 300.. 0.0/ B3 12, 13, 0, 0, 8 B4 '1 '.'2 '.'3 '.'4 ','6 '.'7 '8 '.'9 '.'10 '.'14 '.'13 ' B5 'P12 '23 '34 '461 '462 '67 '78 '89 '1011 '1415 '541 '642 C1 'P12 '.'1 '.'2 C1 '34 0.. 1. 0.. 0.0. 0.0.0.0/ ' C1 '67 '.'6 0.. 1, 0., 0.0. 0.0,0,0/ C1 '611 ','6 ' 5.. 5..0.0/ C1 '78 ','B 0 1. 0.. ' 0.. 0, 0.0.0.0/ C1 '89 ','9 0.. 1, 0.. 0.0, 0.0.0.0/ C1 '1011 '.110 0., 1. 0.. 0.0. 0.0.0.0/ 0.. 8. 0., 0.. 1000,. 0.000, 0.000 1- 0043 .0.0/ '.'3 '.'4 3., '7 2.5. 8.5. '7 4.. '8 4.. ' 'll 2.5. 85., 0.000, 0.300 235.. 0. 000. 0.190 20.. 450., 7.640. 5.460 300.. 0.000. 0.000 290., 0.000. 0.000 395.. 0.000, 0.000 .026, .017. .035. .015, .018. .017, '611 x'P- sWMN� 3Z /Q? WRl F FiLE g - CArc-os Ai2c jcx( , CUN'r"L. C- CAltVs Av-,5 COnIF--,U I"I`S C1 '1415 '.'14 1,'15 1. 1- 1, 0- 0.0. 0.0.0,0/ 2- 220- 1,011, 1,011, .C1 '23 '.'2 '.'3 0., 4, 20.5000, 4,0000. 6.2500. 73.5, 0.000. 2.940, .033, 0.0. 0.0.0.0/ C1 '461 ','4 '.'6 '. 0., 1. 0., 2.5. 330., 0.000. 9.110. .016, 0.0. 0.0.0.0/ Cl '462 '.'4 '.'6 ' 0- 6, 1- 5- 20..0.0/ 7.5. 300.. 330., 8.111, 7,111, .111, Cl '541 '.'5 '.'4 0.0. 1. 3.. 135., 0.000, 0.080. 0.023. 0.0. 0.0.0.0/ Cl '542 '.'S 4 ' 0.0. 8. 135.. 14.660, 14.740. 2- 0072 .0.0/ * --- Natural Channel Data - Link P12 NC X1 0,1110, 0,1110, 0,1311, 1. 6. 0. 51.12. 0.0. 0.0. 1000. 0.. 0., GR 6.89, 0. 0, 27.56, 0, 32,56, 4.64, 51.12, 4.2. 51.13. GR 7, 331.13, * --- Natural Channel Data - Link 54 0.0170, 0.0170, 0.0170. 'NC X1 2. 7. 0, 70.375. 0.0, 0.0, 135, 0.0. 0.0, GR 2. 0. 1. .1. .5, 25. 0. 25.125, .125, 26.625, GR 1. 70.375. 2, 70.475, t11 D1 '1', 4911- 4117,11, 0.. '2'. 4911.. 4903.61. 0., 0.. 0, 0., 0, -1. -1,-1,111, -1. -1,-1.000. D1 '3', 4915., 4899.81. 0., 0., 0, -1, -1.-1.000, D� �'�.�-pg AQ-E�- D1 '4', 4916.03. 4899.29. 0.. 0., 0. -1. -1.-1.000, D1 '5'. 4917., 4900.34. 0.. 0.. 0. -1. -1.-1.000, NQDES D1 'G'. 4915., 4898.7. 0.. 0.. 0. -1. -1.-1.000, D1 '7'. 4910., 4897.87. 0.. 0.. 0. -1. -1.-1.000, D1 '11'. 4896.5. 4882.55, 0.. 0.. 1. -1. -1,-1,000, -01 '8'. 4925., 4898.09. 0.. 0., 0. -1. -1.-1.000, 'J41 D1 '9'. 4925., 4199*17, 1- '10'. 4910., 4898.43, 0., 1,, 0. 0.. 0. -1, -1,-1.000, -1. -1.-1.000. D1 '14'. 4896.5. 4877.45. 0.. 0.. 0. -1, -1.-1.000. D1 '15', 4896.5. 4873.86. 0.. 0., 0. -1, -1,-1.000. D1 '12'. 4896.5. 4890.. 0., 0.. 0, -1, -1,-1.000, '13'. 4920.. 4902.12. 0., 0.. 1. -1. -1.-1.000, 'D1 M:VOBSl5 i4balal RAN2K McWSWMM'564014a2dat.dm 1of4 Pnnled: 10:13 AM, 0629100 SEAR -BROWN 109 E1 '1 4915 . .1.0 E1 '2 4911.. .1.0 E1 '3 4915.. -1.0.10 E2 .00001, 0., 0.0001. 2.18. .67. 2.19. .78, 3.19, .87, 4.19 .99. 5.19, 1.54, 6.19, 2.71. 7.19, 3.43. 8.19. 3.43, 10.19 1 '4 ',4916.03. 15..0 E1 'S ', 4917.. 30..0 El '6 4915.. 45..0 E1 '7 4910.. -1.0. 7 E2 .00001, 0., 0,0001, 4.12, 1.18. 4.13, 1.4. 7.13, 1.63, 9.13 1.63. 10.13, 1.63, 12.13 E1 '11 '. 4896.5. -1.0. 5 E2 .00001, 0., .00001. 5.44. 2.62. 5.45, 3.41. 7,45. 5.48, 12.45 E1 '8 4925.. 12.57,0 E1 '9 4925.. 25.66.0 E1 '10 4910.. 20.68.0 E1 '14 ', 4896.5, .1.0 E1 '15 '. 4896.5. .1.0 E1 '12 '. 4896.5. .1.0 E1 '13 4920.. -1.0. 9 E2 .00001. 0., 0,0001, .87. .35. .88, .38, 1.88, .42, 2.88 .54. 5.88. .64, 6,88. .64. 8.88. 10.. 17.88 Fl '11 ','14 '. 1. 1.661. .8, 4.150, 0..0/ G1 '2 '.'3 '.1. 6.090, 7.390. 40.. 3A / G1 '13 '.'9 '.1, 0.000. 17.880. 9.55, 3.31 / Gl '7 1.110 ',1, 2.600. 10.130. 4.. 3.32 / G1 '3 ','ll '.1. 8.240, 10.190, 260.. 3. / G1 '7 ','ll '.1. 9.130, 10.130, 350- 3. / GI '13 '.'7 '.1, 7.880. 12.880, 200., 3.1 / t E - CArzDs A-46 �1ZJ1L Ltd r-4o OErj , (6EE oorrAtr UN 1 F- C49-Ps 1 �Flc� ConlJc•rq�ct5 C, - CA7e-D5 he-c ' VJCIZ- CcAiVEYANC CS G1 '11 '.'12 '.1, 8.930. 12.770. 52.6. 3.1 / 11 12 2.0 '1 1 �J CAS A2E ovr�Au-, Jl 2 J2 4878.53 / -- _E6 Fri' /3 OF TEXT A-Ypetif"I< pv(L I OCC/me`+TAIno. Cone, CA-R-05 Jl 1 Kl 5 � OF COL(ANNS W INFLOW F}YDr�-042f1'PHS K2 '1 _ ','3 ...5 .6 .7 K2 '11 '.,8 '.'13 K30. 0. 0. 0. 0. 0 0. 0. 0 K3 1. 0. 0. 0. 0. 0 0. 0. 0 K3 1.08, 0. 0. 0.01. 0. 0 0. 0.01, 0.03 K3 1.17, 0. 0.01. 0.06, 0.02, 0 0.01, 0.04. 0.19 K3 1.25. 1.18, 2.33. 7.27, 2.32, 1.06 1.91, 5.14, 23.33 K3 1.33,�8.08, 3.39. 16.11, 5.19, 1.54 2.75, 8.25, 49.74 K3 1.42, 25.43, 4,44. 30.26. 9.78, 2.02� 3.59, 11,36, 91.91 K3 1.5. 66.7. 9.69, 62.42, 20.18. 5.26 13.61. 23.24, 189.48 K3 1.58, 162,26, 23.94, 123.74, 39.91, 16.09 49.45. 45.27, 378.46 K3 1.67, 237.79. 18.89, 68. 21.93. 11.92 44.47, 29.41, 207.18 K3 1.75, 228.22. 13.83. 43.41, 13.84. 7.75 38.61. 13.55. 139.06 K3 1.83. 197.21. 11.42. 33. 10.5. 6.01 31.49, 11.06. 106.71 K3 1.92. 171,51. 9.01. 24.11, 8.31, 4.27 4.36, 8.56. 81.23 K3 2 , �2.-16. 7.37. 19.3. 6.11. 3.38 7715': 63.84 K3 2.08, 137.03. 5.73. 13.26. 4.89. 2.49 14.32, 5.73. 51.16 K3 2.17. 125, 4.83, 11.57, 3.66. 2.1 10.63, 4.75. 3F47 K3 2.25, 115.46, 3.93, 9.77. 3.1, 1.71 8.66, 3.77. 32.38 K3 2.33. 108.07, 3.45, 7,97, 2.53, 1.38 6.76. 3,17. 26.28 R3 2.42, 102.31, 2.97, 6.86, 2.18. 1.05 5.7. 2.57, 22.47 K3 2.5. 97,67. 2,73, 5.74. 1.83. 0.88 4.57, 2,25. 18.66 K3 2.58, 94.06, 2.48, 5.31, 1.7. 0.7 4,07, 1.93, 17.09 K-CA-x-Ds ARc I N FLOPJ lfYO2o��A� S I r t 1 1 0:13AM, O6 9/00 ' ' K3 2.67, 91.34, 2.33, 4.88. 1.56. 0.61 3,27, 1.88, 15.52 110 K3 2.75, 89.32, 2.17, 4.68, I.S. 0.52 '3.05, 1.82, 14.72 K3 2.83, 87.81. 2.01. 4.48, 1,44. 0.45 2.44, 1.66. 13.91 K3 2.92, 86.43, 1.84, 3.93, 1.27. 0.37 2.28. 1.49. 12.08 K3 3. 84.95, 1.55. 3.38, 1.09, 0.3 1.82. 1.12. 10.25 K3 3.08, 83.28, 1.26, 2.77, 0.9. 0.22 ' .7, 0.74, 8.28 3 K3 .17. 81.47. 1.06, 2.15, 0.7. 0.17 1.51. 0.49. 6.31 K3 3.25. 79.7. 0.85, 1.88. 0.62, 0.12 1.31. 0.23, 5.44 ' K3 3.33. 78.12. 0.75. 1.61. 0.53, 0.1 1.17, 0.17. 4.56 K3 3.42. 76.75. 0.64, 1.46, 0.46, 0.08 1.03, 0.1, 4.08 13 3.5, 75,58, 1,17, 1,21, 1,11, 0,17 0.92. 0.08, 3.6 K3 3.58. 74.59, 0.5. 1.09, 0,33. 0.05 0.81. 0.05, 3.31 K3 3,67, 73.73, 0.45, 0.89, 0.27, 0.04 ' 0,73. 0.04, 3.01 K3 3.75. 72.98, 0. 39. 0. 77. 0.24, 0.03 0.65, 0.03, 2.81 K3 3.83, 72.29, 0.35, 0.64, 0.2. 0.02 3., 2.61 K3 .9292. 71.64 71.64, 0.31. 0.56, 0.17, 0.01 0.53, 0.02, 2.33 K3 4, 71. 0.28, 0.48. 0.14, 0 0.48, 0.02, 2.05 ' K3 4.08, 70.35, 0.24, 0.42, 0.13, 0 0.43, 0.01, 1.82 K3 4.17. 69.69, 0.22, 0.36, 0,11, 0 0.4. 0.01, 1.59 ' 13 4,21, 69.04, 0.19, 1,32, 0.1, 0 0.36, 0,01. 1.42 K3 4.33, 68.38, 0.17. 0.28. 0.08, 0 0.33. 0.01, 1.25 K3 4.42. 67.74, 0.15, 0.25. 0.07. 0 0.29. 0.01. 1,12 K3 4.5, 67.11. 0.14. 0.21. 0.06, 0 0.27, 0.01. 0.98 K3 4.58, 66.49. 0.12, 0.19, 0,06. 0 ' 4., 0.01, 0.88 K3 .6767, 65.88. 0.11, 0.16, 0.05. 0 0.22, 0.01, 0.77 K3 4.75, 65.28, 0.09, 0.15, 0,05. 0 0.2, 0.01, 0.69 ' K3 4.83, 64.7. 0.08, 0.13, 0.04. 0 0,19, 0, 0.6 K3 4.92. 64.07, 0.07, 0.12. 0.04, 0 0.17, 0, 0.54 ' K3 5, 61,32, 1,16, 0.1, 0,13, 0 0.15, 0, 0.47 K3 5.08. 62.42. 0,05, 0.09, 0.03. 0 0.12. 0. 0.42 K3 5,17, 61,43. 0,04, 0,07, 0.02. 0 ' 0.1. 0. 0.36 5 K3 .25. 60.38. 0.03, 0.07, 0.02. 0 0.07. 0. 0.32 K3 5.33. 59.32, 0.03, 0.07, 0.02. 0 ' ., 0. 0.27 5 K3 .4242. 56.25. 0.02, 0.06, 0.02. 0 0.04, 0, 0.24 K3 5.5. 57.2. 0.02, 0.05, 0.02, 0 0.03, 0, 0.2 K3 5.58, 56.16, 0.01, 0.05, 0,02, 0 0.01, 0. 0.18 -43-5-67-55-15-0-01-0-04-0 .. 02. 0 0, 0, 0.15 .n3 5.75. 54.15, 0.01, 0.04, 0.02. 0 0, 0. 0.13 K3 5.83, 53.18, 0. 0.04, 0.01. 0 Q_0 -0.11 K3 5.92, 52.24, 0, 0.04, 0.01, 0 0, 0. 0.1 M:U0B5\564-014\tlaW\EXTRAN2K\MotlelV(PSWMM\564014x2tlal.doc 30(4 Pnntetl: 10:13 AM, 0629/00 K3 6. 51.31. 0. 0.03, 0.01. 0 0. 0. 0.09 K3 6.08, 50.41, 0, 0.03, 0.01. 0 0. D. 0.09 K3 6,17, 49.35, 0, 0.03, 0.01, 0 0. 0. 0.08 K3 6.25, 48.67. 0, 0.03. 0.01. 0 0. 0. 0.08 K3 6.33, 47.83, 0, 0.03. 0.01. 0 0. 0. 0.07 K3 6.42, 47.01, 0, 0.03, 0.01, 0 0, 0. 0.07 K3 6.5, 46.22. 0, 0.02. 0,01, 0 0. 0. 0.06 K3 6,58, 45.44, 0, 0.02, 0.01. 0 0. 0. 0.06 K3 6,67, 44.68, 0, 0.02. 0.01, 0 0. 0. 0.06 K3 6.75. 43.94, 0, 0.02, 0.01, 0 0, 0, 0.06 K3 6.83. 43.22, 0, 0.02. 0.01, 0 0, 0, 0.05 K3 6,92, 42.52, 0, 0.02. 0.01. 0 0. 0. 0.05 K3 7, 41.84. 0. 0.02, 0.01. 0 0, 0, 0.05 K3 7.08, 41.15, 0, 0.02, 0.01, 0 0. 0. 0.05 K3 7.17, 40.45, 0, 0.02. 0.01, 0 0, 0, 0.04 K3 7.25, 39.71. 0, 0.02, 0.01. 0 0, 0. 0.04 K3 7.33. 38.9. 0. 0.02, 0.01, 0 0, 0. 0.04 K3 7.42, 38.05. 0. 0.02, 0. 0 0, 0, 0.04 K3 7.5, 37.14, 0, 0.01, 0, 0 0, 0, 0.04 K3 7.58, 36.21, 0. 0.01, 0. 0 0, 0. 0.04 K3 7.67, 35.27, 0. 0.01, 0. 0 0, 0. 0.03 K3 7.75, 34.32, 0, 0.01. 0. 0 0. 0. 0.03 K3 7.83, 33.38, 0. 0.01, 0, 0 0. 0. 0.03 K3 7.92, 32.45, 0, 0.01, 0. 0 0. 0. 0.03 K3 8, 31.54, 0, 0.01, 0. 0 0. 0. 0.03 K3 8.08, 30.65, 0. 0.01, 0. 0 0, 0, 0.03 K3 8,17, 29.78. 0, 0.01. 0. 0 0. 0. 0.03 K3 8,25, 28,93, 0. 0.01, 0. 0 0. 0. 0.03 K3 8.33, 28.1. 0, 0.01, 0. 0 0. 0. 0.02 K3 8.42, 27.3. 0, 0.01, 0. 0 0. 0, 0.02 K3 8.5, 26.52, 0, 0.01, 0, 0 0, 0, 0.02 K3 8.58, 25.76, 0, 0.01, 0, 0 0. 0. 0.02 K3 8.67. 25,03. 0. 0.01. 0. 0 0. 0, 0.02 K3 8.75, 24.31. 0. 0.01. 0. 0 0. 0. 0.02 K3 8.83. 23.62. 0. 0.01, 0. 0 0, 0, 0.02 K3 8.92, 22.95. 0, 0.01. 0. 0 0, 0, 0.02 _. K3 9, 22.3, 0. 0.01. 0, 0 0. 0. 0.02 .Q 26, 0. 0. 0. 0. 0 0. 0. 0 8ENDPROGRAM 0 I I d [l I 0 1 I 11 11 M:UOBS\564-014\data\EXT N2MModelVPSWMM\5 014Qdat.doc 4of4 Printed: 10:13 AM, 0629/00 1 ' Input File : M:\JOBS\564-014\data\EXTRAN2K\Model\XPSWMM\564014x2.XP Current Directory: M:\ Executable Name: C:\XPSWMM32\xpswmp32.exe ' Read 0 line(s) and found 0 items(s) from your cfg file. # Visual Hydro: XP-SWNM32 Program # # Storm Water Management Model # # Version 6.00 # ' # Developed by # # - CAiCE Software Corporation/ # # XP Software Inc. and Ply. Ltd. # # Based on the U.S. EPA # # Storm Water Management Model Version 4.40 # # # i # Originally Developed by # # Metcalf & Eddy. Inc. # # University of Florida # # Camp Dresser & McKee Inc. # # September 1970 # ' # EPA-SWMM is maintained by # # Oregon State University # # Camp Dresser & McKee Inc. #f# # ' # CAiCE Software November 1. 1998 # # Data File Version ---> 8.0 # If problems occur in running this model ## # please contact CAKE Software # # Phone (813)-620-1444 # # Fax # (813)-620-8667 # ' ######W"WHO#### # Input and Output file names by SWMM Layer # ' Input File to Layer # 1 JOT.US Output File to Layer # 1 JOT.US 1 # Special command line arguments in Visual SWMMWMM. This # now includes program defaults. $Keywords are the program# # defaults. Other Keywords are from the SWMMCOM.CFG file.# # or the command line or any cfg file on the command line.# ' # Examples include these in the file xpswm.bat under the # # section :solve or in the windows version XPSWMM32 in the# # file solve.bat # $powerstation 0.0000 1 2 $pery 0.0000 0 4 $oldegg 0,1001 0 1 $as 0.0000 0 11 ' $noflat 0.0000 0 21 $oldomega 0.0000 0 24 $oldvol 0.0000 1 28 $implicit 0.0000 1 29 ' $oldhot 0.0000 1 31 $oldscs 0.0000 0 33 $flood 0.0000 1 40 $noleys $pzero 1,0100 0 42 0.0000 0 55 $oldvol2 0.0000 2 59 $storage 97 0.0000 1 62 $oldhotl 0.0000 0 63 $pumpwt 0.0000 1 70 ' $ecloss 0.0000 1 77 ., $exout 0.0000 0 97 1 $nogrelev 0.0000 1 161 $ncmid 1,0101 0 164 $h ellipse 0.0000 1 270 $v_ellipse 0.0000 1 271 flZ $new nl 97 0.0000 2 290 '$best97 0.0000 1 294 M:V0B51564-014W3ta1EXTRAN21ModeMps %560014x2Aoc 1 of 52 PnMM:3:34 PM, 0628i00 SEAR -BROWN $newbound 0,0000 1 295 Snew_q_start 0,0000 1 309 1 Parameter Values on the Tapes Common Block.These are the values read from the data file and dynamically allocated by the model for this simulation. .===s==saes_m=----------------=,e_a=m»==__. Number of Subcatchments in the Runoff Block (NW).... Number of Channel/Pipes in the Runoff Block (NG).... Runoff Water quality constituents (NRQ)............. Runoff Land Uses per Subcatchment (NLU)............. Number of Elements in the Transport Block (NET)..... Number of Storage Junctions in Transport (NTSE)..... Number of Input Hydrographs in Transport (NTH)...... Number of Elements in the Extran Block (NEE)........ Number of Groundwater Subcatchments in Runoff (NGW). Number of Interface locations for all Blocks (NIE).. Number of Pumps in Extran (NEP)..................... Number of Orifices in Extran (NEO).................. Number of Tide Gates/Free Outfalls in Extran (NTG).. Number of Extran Weirs (NEW) ........................ Number of scs hydrograph points ..................... Number of Extran printout locations (NPO)........... Number of Tide elements in Extran (NTE)............. Number of Natural channels (NNC).................... Number of Storage junctions in Extran (NVSE)..... ... Number of Time history data points in Extran(NTVAL). Number of Variable storage elements in Extran (NVST) Number of Input Hydrographs in Extran (NEH)......... Number of Particle sizes in Transport Block (NPS)... Number of User defined conduits (NHW)............... Number of Connecting conduits in Extran (NECC)...... Number of Upstream elements in Transport (NTCC)..... Number of Storage/treatment plants (NSTU)........... Number of Values for R1 lines in Transport (NR1).... Number of Nodes to be allowed for (NNOD)......... ... Number of Plugs in a Storage Treatment Unit......... # Entry made to the EXTRAN Layer(Block) of SWMM # # Last Updated November, 1998 by CAKE Software # HP EXTRAN Model: 100-Year Hydraulics of Pond System. Fort Collins Site Sear -Brown Group (JJF) -- 564-014 -- 27 JUN 2000 (file 564014x2.DAT) EXTRAN TABLES IN THE OUTPUT FILE These are the more important tables in the output file. You can use your editor to find the table numbers, for example: search for Table E20 to check continuity. This output file can be imported into a Word Processor and printed on US letter or A4 paper using portrait mode, courier font. a size of 8 pt. and margins of 0.75 Table E1 - Basic Conduit Data Table E2 - Conduit Factor Data Table E3 - Junction Data Table E4 - Conduit Connectivity Data Table E5 - Junction Time Step Limitation Summary Table E5a - Conduit Explicit Condition Summary Table E6 - Final Model Condition Table E7 - Extran Iteration Summary Table E8 - Junction Time Step Limitation Summary Table E9 - Junction Summary Statistics Table E10 - Conduit Summary Statistics Table Ell - Area assumptions used in the analysis Table E12 - Mean conduit information Table E13 - Channel losses(H) and culvert info Table E14 - Natural Channel Overbank Flow Information Table E15 - Spreadsheet Info List Table E15a- Spreadsheet Reach List Table E15b- Velocity Alert Table Table E16 - New Conduit Output Section I I I P I I j Table E18 - Junction Continuity Error Table E19 - Junction Inflow Sources ' M:UOBSt564-014taatalEXTRAN2MMode1\Xpswmmt564014r.2A. 2 d 52 Printed: 3:34 PM, 0628100 ' Table E20 - Junction Flooding and Volume List Table E21 - Extran continuity balance at simulation end Table E22 - Model Judgement Section Time Control from Extran Job Control Year......... 2000 Month....... 6 Day ...... ... 27 Hour........ 0 ' Minute....... 0 Second...... 0 Ily Control information for simulation -------------------------------- Integration cycles ................. 64800 Length of integration step is...... 1.00 seconds Simulation length .................. 18.00 hours Create equivalent conduits based on the COURANT condition........... 5 Use U.S. customary units for I/0... 0 Printing starts in cycle........... 600 Intermediate printout intervals of. 1200 cycles Intermediate printout intervals of. 20.00 minutes Summary printout intervals of...... 600 cycles Summary printout time interval of.. 10.00 minutes Hot start file parameter (REDO).... 0 Initial time ....................... 0.00 hours Iteration variables: SURTOL........ 0.0000 SURJUN........ 0.0001 mn or inch QREF.......... 1.0000 Minimum depth (m or ft)........ 0.0000 Underrelaxation parameter...... 0.6500 Time weighting parameter....... 0.6500 Courant Time Step Factor....... 1.0000 Default Expansion/Contraction K 0.0000 Default Entrance/Exit K..... ... 0.0000 Default surface area of junctions.. 28.27 square feet. NJSW input hydrograph junctions.... 8 ' or user defined hydrographs... Printed output for the following 12 Junctions ' 1 2 3 4 6 7 11 8 9 10 14 13 Printed output for the following 13 Conduits 1 P12 23 34 461 462 67 611 78 89 1011 1415 541 542 4_30=NATURAL CROSS-SECTION INFORMATION FOR CHANNELiP12 CROSS-SECTION ID (FROM X1 CARD) 1.0 CHANNEL SEQUENCE NUMBER 1 .LENGTH 1000.0 FT MAXIMUM ELEVATION 7.00 FT. SLOPE 0.0043 FT/FT MAXIMUM DEPTH 7.00 FT. MANNING N 0.035 TO STATION 0.0 MAXIMUM SECTION AREA 611.86 SQ. FT. 0.035 IN MAIN CHANNEL MAXIMUM HYDRAULIC RADIUS 4.69 FT. " 0.015 BEYOND STATION 51.1 MAX TOPWIDTH 331.13 FT. Maximum Wetted Perimeter 3.33E+02 ft ' MAXIMUM UNIFORM FLOW 4.77E+03 CFS. 4.30 NATURAL CROSS-SECTION INFORMATION FOR CHANNEL 542 ' . =. CROSS-SECTION ID (FROM X1 CARD) 2.0 CHANNEL SEQUENCE NUMBER 2 LENGTH 136.0 FT MAXIMUM ELEVATION 0.50 FT. SLOPE 0.0072 FT/FT MAXIMUM DEPTH 0.50 FT. MANNING N 0.017 TO STATION 0.0 MAXIMUM SECTION AREA 4.20 SO. FT. " 0.017 IN MAIN CHANNEL MAXIMUM HYDRAULIC RADIUS 0.20 FT. -'•) " 0.017 BEYOND STATION 70.4 MAX TOPWIDTH 2O.38 FT. Maximum Wetted Perimeter 2.08E+01 ft MAXIMUM UNIFORM FLOW 1.07E+01 CFS. - Table El - Conduit Data ' M:UOBSW4 14WalalFJ N2K McWswmm�014#.doc 3 of 62 Printed: 3:34 PK 06/28MO SEAR -CROWN 115 Trapezoid ' Inp Conduit Length Conduit Area Manning Max Width Depth Side Num Name --- ------ (ft) Class (ft-2) Coef. (ft) (ft) Slopes ------ 1 P12 ------- ------ 1000.00 Natural ----- 611.86 ------ 0.03500 331.13 ----- 7.00 2 34 85.00 Circular 7.07 0.02600 3.00 3.00 3 67 235.00 Circular 4.91 0.01700 2.50 2.50 4 611 450.00 Trapezoid 531.25 0.03500 20.00 8.50 5.00 5.00 5 78 300.00 Circular 12.57 0.01500 4.00 4.00 ' 6 89 290.00 Circular 12.57 0.01800 4.00 4.00 7 1011 395.00 Circular 4.91 0.01700 2.50 2.50 8 1415 220.00 Circular 3.14 0.01800 2.00 2.00 9 23 73.50 Egg -Shape 20.50 0.03300 6.25 4.00 ' 10 461 330.00 Circular 4.91 0,01600 2.50 2.50 11 462 330.00 Trapezoid 2953.13 0.01500 300.00 7.50 5.00 20.00 12 541 135.00 Circular 7.07 0.02300 3.00 3.00 13 542 135.00 Natural 4.20 0.01700 20.38 0.50 Total length of all conduits .... 3978.5000 feet ' If there are messages about (sqrt(g*d)*dt/dx). orl the sqrt(wave celerity)*time step/conduit length in the output file all it means is that the program will lower the internal time step to _ satisfy this condition (explicit condition). You control the actual internal time step by using the minimum courant time step factor in thel Extran job control. The message put in words states that the smallest conduit with the fastest) velocity will control the time step selection. You have further control by using the modify conduit option in the Extran Job Control. ------------- ----- =""___----------------------* ----------- __-* Equivalent Conduit Volume Analysis *.... ...................'_______"____* Input full depth volume............ 1.8419E+06 cubic feet New full depth volume .............. 1.8419E+06 cubic feet New volume / Old volume ratio...... 1.0000 WARNING ! Junction 12 is not associated with any conduit. WARNING ! Junction 13 is not associated with any conduit. Table E3a - Junction Data *__"""'a---- "------ =-=_-=-------------------- Inp Junction Ground Crown Invert Qinst Initial Num Name Elevation Elevation Elevation cfs Depth-ft --- ------- -""'-- --------- ------- ------ 1 1 0.492E+04 0.491E+04 0.491E+04 ------- 0.000 0.000 2 2 0.491E+04 0.491E+04 0.490E+04 0.000 0.000 3 3 0.492E+04 0.491E+04 0.490E+04 0.000 0.000 4 4 0.492E+04 0.491E+04 0.490E+04 0.000 0.000 5 5 0.492E+04 0.492E+04 0.490E+04 0.000 0.000 6 6 0.492E+04 0.491E+04 0.490E+04 0.000 0.000 7 7 0.491E+04 0.490E+04 0.490E+04 0.000 0.000 8 11 0.490E+04 0.490E+04 0.488E+04 0.000 0.000 9 8 0.493E+04 0.490E+04 0.490E+04 0.000 0.000 10 9 0.493E+04 0.490E+04 0.490E+04 0.000 0.000 11 10 0.491E+04 0.490E+04 0.490E+04 0.000 0.000 12 14 0.490E+04 0.488E+04 0.488E+04 0.000 0.000 ' 13 15 0.490E+04 0.488E+04 0.487E+04 0.000 0.000 14 12 0.490E+04 0.489E+04 0.489E+04 0.000 0.000 - 15 13 0.492E+04 0.490E+04 0.490E+04 0.000 0.000 Table E31b - Junction Data Inp Junction X Y Num Name Coord Conrd Type of Manhole Type of inlet Maximum Capacity ------------------ ------ --------------- ----------- -----------____- Pdnied: 3:N PM. 062MO , M:UOBSZ6-0141da1aTEX N2K Model9(pswmm1564014x2.da 4 o152 Illy .�._-_----- Table E4 - Conduit Connectivity Input Conduit Upstream Downstream Upstream Downstream Number Name Node Node Elevation Elevation . 1 P12 1 2 4907.910 4903.610 No Design 2 34 3 4 4899.810 4899. 590 No Design 3 67 6 7 4898.700 4898.060 No Design 4 611 6 11 4906.340 4888.000 No Design 5 78 8 7 4898.090 4897.870 No Design ' 6 89 9 8 4899,370 4898.090 No Design 7 1011 10 11 4898,430 4882.550 No Design 8 1415 14 15 4877.450 4873.860 No Design 9 23 2 3 4903.610 4902.750 No Design 10 461 4 6 4899.290 4898.810 No Design 11 462 4 6 4907.470 4905.840 No Design 12 541 5 4 4900.340 4899.370 No Design 13 542 5 4 4915.000 4914.030 No Design x_-_�___��_'----------------�_> Storage Junction Data MAXIMUM OR PEAK OR CROWN STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION NUMBER OR NAME TYPE AREA (FT2) (CUBIC FEET) (FT) 1 Constant 0.1000 0.7090 4915. 2 Constant 0.1000 0.7390 4911. 3 Stage/Area 1.4941E+05 6.8840E+05 4915, 4 Constant 15.00 251.1 4916. � 5 Constant 30.00 499.8 4917. 6 Constant 45.00 733.5 4915. 7 Stage/Area 7.1003E+04 5.1384E+05 4910. 11 Stage/Area 2.3871E+05 1.2314E+06 4897. 8 Constant 12.57 338.3 4925. ' 9 Constant 25.66 657.7 4925. 10 Constant 20.68 239.3 4910. 14 Constant 0.1000 1.905 4897. 15 Constant 0.1000 2.264 4897, ' 12 Constant 0.1000 0.6500 4897. 13 Stage/Area 4.3560E+05 2.2632E+06 4920. ______------- _------------ ----------_------. Variable storage data for node 13 1N✓= 9899 81 ._--- _---------- - ------ __ -_____ Data Depth Area Volume Point ft ft-2 ft-3 ' a 1 0.0000 0.4356 3990.0000 2 0.7267 1.742 0.7913 3 1.453 3.049 2.532 4 2.111 4.311 5.223 5 2.183 9731. 21.45 6 2.187 1.9458E+04 70.10 7 2.190 2.9185E+04 151.2 8 2.523 3.0782E+04 1,0146E+04 2/c99.61-t Z.IF = 5o°z-`� 9 2.857 3.2380E+04 2.0673E+04 10 3.190 3.3977E+04 3.1732E+04 11 3.523 3.5284E+04 4.3276E+04 12 3.857 3.6590E+04 5.5255E+04 13 4.111 3.7897E+14 6.7669E+04 14 4.523 3.9640E+04 8.0592E+04 ' 15 4.857 4.1382E+04 9.4096E+04 16 5.190 4.3124E+04 1.0818E+05 17 5.523 5.1110E+04 1.2389E+05 18 5.857 5.9096E+04 1.4225E+05 � 19 6.190 6.7082E+04 1.6328E+05 20 6.523 8.4071E+04 1.8848E+05 21 6.857 1.0106E+05 2.1933E+05 22 7.191 1.1805E+05 2.5585E+11 23 7.523 1.2850E+05 2.9694E+05 1 24 7.857 1.3896E+05 3.4152E+05 25 8.190 1 4941 +O5 38958 +05 26 8.857 1.4941E+05 4.8918E+05 27 9.523 1.4941E+05 5.8879E+05 M:VOBS\564-014\0ata\EXTRAN2MMo eIV(pswmm\564014x2.doc 5of 52 Primed: 134 PM. 06120100 JLAK-6NUWN 11^ 28 10.19 1.4941E+05 6.8840E+05 t Variable storage data for node 17 INV = q"7 =� Data Depth Area Volume Point ft ft"2 ft'3 �1 0.0000 0.4356 0.0000 2 1.373 1.742 1.496 3 2.747 3.049 4.786 4 4.120 4.356 5 4.123 1.7136E+04 9.871 38.44 , 6 4.127 3.4269E+04 124.1 ���p�"'f 4�73 =Z'-� 7 4.130 5.1401E+04 266.9 8 5.130 5.4595E+04 5.3265E+04 9 6.130 5.7790E+04 1.0946E+05 10 7.130 6.0984E+04 1.6884E+05 11 7.797 6.4324E+04 2.1061E+05 12 8.463 6.7663E+04 2.5461E+05 13 9.130 7.1003E+04 14 9.463 7.1003E+04 3.0083E+05 3.2450E+05 ' 15 9.797 7.1003E+04 3.4817E+05 16 10.13 7.1003E+04 3.7183E+05 17 10.80 7.1003E+04 4.1917E+05 18 11.46 7.1003E+04 4.6650E+05 19 12.13 7.1003E+04 5.1384E+05 Variable storage data for node I11 I1J4c W2 5 Data Depth Area Volume Point ft ft"2 ft'3 9661 . 0.0000 0.4356 ._ 0.0000 2 1.813 0.4356 0.7899 3 3.627 0.4356 1.580 4 5.440 0.4356 2.370 5 5.443 3.8043E+04 65.77 6 5.447 7.6085E+04 256.0 4s 7 5.450 1.1413E+05 573.0� 8 6.117 1.2560E+05 8.0481E+04 9 6.783 1.3707E+05 1.6804E+05 10 7.450 1.4854E+05 2.6324E+05 11 9.117 1.7860E+05 5.3585E+05 ' 12 10.78 2.0865E+05 8.5856E+05 13 12.45 2.3871E+05 1.2314E+06 +------ --------------------'__...+ Variable storage data for node 113 INd = tZ 'f902 ----------------..�... +------------------------ Data Depth Area Volume Point ft ft"2 ft"3 11 0.0000 0.4356 0.0000 2 0.2900 1.742 0.3158 3 0.5800 3.049 1.011 4 0.8700 4.356 2.084 5 0.8733 5085. 10.57 6 0.8767 1.0165E+04 35.98 tZ 8s �96Z- t 0- 905 7 0.8800 1.5246E+04 78.34 e 8 1.213 1.5682E+04 5233. 9 1.547 1.6117E+04 1.0533E+04 10 1.880 1.6553E+04 1.5978E+04 11 2.213 1.7134E+04 2.1592E+04 12 2.547 1.7714E+04 2.7400E+04 13 2.880 1.8295E+04 3.3402E+04 ' 14 3.880 2.0038E+04 5.2568E+04 15 4.880 2.1780E+04 7.3477E+04 16 5.880 2.3522E+04 9.6128E+04 17 6.213 2.4974E+04 1.0421E+05 18 6.547 2.6426E+04 1.1278E+05 19 6.880 2.7878E+04 1.2183E+05 20 7.547 2.7878E+04 1.4041E+05 21 8.213 2.7878E+04 1.5900E+05 22 8.880 2.7878E+04 1.7759E+05 23 11.88 1.6379E+05 4.6508E+05 24 14.88 2.9969E+05 1.1603E+06 25 17.88 4.3560E+05 2.2632E+06 6 52 Pm1ed: 3:34 PM. 0628100 ' MMOBSZ64-0 1 4WaWEXTR NMMo eN psw ml564014x2.do of /1y Orifice Data j L1 I I I 1 1 From To Area Depth Discharge Height Above Junction Junction Type (ft2) (ft) Coefficient Junction (ft) ------ ------ --- 11 14 Circ Side --- 1.66 ----- 0.00 ---------- 0,800 ------------- 4.150 EQUIVALENT PIPE INFORMATION FOR ORIFICE 1 CONDUIT NAME ........................... ORF # 1 Upstream node ......................... .. 11 Downstream node... .............. .... 14 PIPE DIAMETER ..... ................... 1.45 PIPE LENGTH .......................... 300.00 MANNINGS ROUGHNESS ................... 0.0068 INVERT ELEVATION AT UPSTREAM END..... 4886.7000 INVERT ELEVATION AT DOWNSTREAM END... 4886.6900 Weir Data From To Link Crest Weir Weir Discharge Weir Junction Junction Number Type Height(ft) Top(ft) Length(ft) Coefficient Power ------- 2 3 ------- WEIR ----- # 1 --- 1 ---------- 6.09 ------- 7.39 ---------- 40.00 -------- --------- 3.1000 1.5000 13 9 WEIR # 2 1 0.00 17.88 9.55 3.3100 1.5000 7 10 WEIR # 3 1 2.60 10.13 4.00 3,3200 1.5000 3 11 WEIR # 4 1 6.24 10.19 260.00 3.0000 1.5000 7 11 WEIR # 5 1 9.13 10.13 350.00 3.0000 1.5000 13 7 WEIR # 6 1 7.88 12.88 200.00 3.1000 1.5000 11 12 WEIR # 7 1 8.93 12.77 52.60 3.1000 1.5000 ----- ---------------=----"__--------- FREE OUTFALL DATA (DATA GROUP I1) BOUNDARY CONDITION ON DATA GROUP J1 Outfall at Junction .... 15 Outfall at Junction.... 12 has boundary condition number... 1 has boundary condition number... 2 INTERNAL CONNECTIVITY INFORMATION CONDUIT JUNCTION JUNCTION ORF # 1 11 14 WEIR # 1 2 3 WEIR # 2 13 9 WEIR # 3 7 10 WEIR # 4 3 11 WEIR # 5 7 11 WEIR # 6 13 7 WEIR # 7 11 12 FREE # 1 15 BOUNDARY FREE # 2 12 BOUNDARY Boundary Condition Information Data Groups J1-J4 BC NUMBER.. 1 Control water surface elevation is.. 4878.53 feet. BC NUMBER.. 2 has no control water surface. Time History of the H. G. L. ( feet) Max Ground Elevation: 4915.00 M:VOBSl564-014\Oal \E> TRAN2"odeN(ps..m 564014>2.Eoc 7 of 52 Pnnte 3:34 PM, 0WWO 11q Time Max Crown Elevation: 4915.00 , // Junction:1 Hr:Mn:Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow , 0 10 0 4907.91 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 20 0 4907.91 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 30 0 4907.91 0.00 28.42 0.0000 0.0000 0. 0000 0.0000 0 40 0 4907.91 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 50 0 4907.91 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 0 0 4907.91 0.00 28.42 0.0000 0.0000 0.0000 0.0000 1 10 1 20 0 4907.91 0 4908.31 0.00 28.42 0.40 3885. 0.0000 0.0000 0.0000 0.0000 0.0000 8.696 0.0000 1.353 1 30 0 4909.65 1.74 9142. 0.0000 0.0000 66.66 51.96 1 40 0 4910.96 3.050.1579E+05 0.0000 0.0000 234.9 262.6 1 50 0 4910.93 3.020.1875E+05 0.0000 0.0000 196.3 470.0 1 0 0 4910.62 2.710.1995E+05 0.0000 0.0000 152.2 632.2 2 10 0 4910.38 2.470.1849E+05 0.0000 0.0000 125.5 763.7 2 20 0 4910.21 2.300.1625E+05 0.0000 0.0000 107.9 875.6 2 30 0 4910.10 2.190.1519E+05 0.0000 0.0000 97.67 975.7 2 40 2 50 0 4910.02 0 4909.98 2.110.1487E+05 2.070.1465E+05 0.0000 0.0000 0.0000 0.0000 91.44 87.76 1069. 1158. 2 0 0 4909+95 2.040.1446E+05 0.0000 0.0000 84.95 1244. 3 10 0 4909+91 2.000.1426E+05 0.0000 0.0000 81.54 1326. 3 20 0 4909.87 1.960.1403E+05 0.0000 0.0000 78.07 1405. 3 30 0 4909.84 1.930.1382E+05 0.0000 0.0000 75.58 1481, 3 40 0 4909.82 1.910.1365E+05 0.0000 0.0000 73.76 1556. 3 50 0 4909.80 1.890.1352E+05 0.0000 0.0000 72.27 1628. 3 0 0 4909.78 1.870.1342E+05 0.0000 0.0000 71.00 1700. 4 10 4 20 0 4909.77 0 4909.75 1.860.1333E+05 1.840.1324E+05 0.0000 0.0000 0.0000 0.0000 69.72 68.36 1770. 1838, 4 30 0 4909.73 1.820.1316E+05 0.0000 0.0000 67.11 1906. 4 40 0 4909.72 1.810.1309E+05 0.0000 0.0000 65.90 1972. 4 50 0 4909.71 1.800.1304E+05 0.0000 0.0000 64.68 2037, 4 0 0 4909.69 1.780.1296E+05 0.0000 0.0000 63.32 2101. 5 10 0 4909.66 1.750.1285E+05 0.0000 0.0000 61.47 2163. 5 20 0 4909.64 1.730.1274E+05 0.0000 0.0000 59.28 2223. 5 30 0 4909.61 1.700.1262E+05 0.0000 0.0000 57.20 2281. 5 40 5 50 0 4909.58 0 4909.55 1.670.1250E+05 1.640.1237E+05 0.0000 0.0000 0.0000 0.0000 55.19 53.15 2337. 2391. 5 0 0 4909.52 1.610.1226E+05 0.0000 0.0000 51.31 2442. 6 10 0 4909.50 1.590.1214E+05 0.0000 0.0000 49.39 2493. 6 20 0 4909.47 1.560.1204E+05 0.0000 0.0000 47.80 2541. 6 30 0 4909.44 1.530.1194E+05 0.0000 0.0000 46.22 2588. 6 40 0 4909.42 1.510.1184E+05 0.0000 0.0000 44.71 2633. , 6 50 0 4909.40 1.490.1174E+05 0.0000 0.0000 43.20 2677. 6 0 0 4909.37 1.460.1165E+05 0.0000 0.0000 41.84 2719. 7 10 0 4909.35 1.440.1156E+05 0.0000 0.0000 40.48 2760. 7 20 0 4909.33 1.420.1147E+05 0.0000 0.0000 38.87 2799. ' 7 30 0 4909.30 1.390.1136E+05 0.0000 0.0000 37.14 2837. 7 40 0 4909.26 1.350.1124E+05 0.0000 0.0000 35.31 2873. " 7 50 0 4909.23 1.320.1110E+05 0.0000 0.0000 33.35 2907. 7 0 0 4909.19 1.280.1097E+05 0.0000 0.0000 31.54 2939. 8 10 0 4909.16 1.250.1085E+05 0.0000 0.0000 29.81 2970. 8 20 0 4909.12 1.210.1072E+05 0.0000 0.0000 28.07 2998. 8 30 0 4909.09 1.180.1060E+05 0.0000 0.0000 26.52 3025. 8 40 8 50 0 4909+06 0 4909.03 1.150.1048E+05 1.120.1036E+05 0.0000 0.0000 0.0000 0.0000 25.06 23.60 3051. 3075. 8 0 0 4908.99 1.080.1023E+05 0.0000 0.0000 22.30 3098. 9 10 0 4908.98 1.070.1015E+05 0.0000 0.0000 22.08 3120, 9 20 0 4908.97 1.060.1010E+05 0.0000 0.0000 21.86 3142. 9 30 0 4908.97 1.060.1005E+05 0.0000 0.0000 21.64 3164. 9 40 0 4908.96 1.050.1000E+05 0.0000 0.0000 21.43 3185, 9 50 0 4908.96 1.05 9949. 0.0000 0.0000 21.21 3207. 9 0 0 4908.95 1.04 9897. 0.0000 0.0000 20.99 3228. 10 10 10 20 0 4908.94 0 4908+94 1.03 9844. 1.03 9790. 0.0000 0.0000 0.0000 0.0000 20.77 20.55 3249. 3269. 10 30 0 4908+93 1.02 9735. 0.0000 0.0000 20.33 3290. 10 40 0 4908.93 1.02 9679. 0.0000 0.0000 20.11 3310. 10 50 0 4908.92 1.01 9623. 0.0000 0.0000 19.90 3330. 10 0 0 4908.92 1.01 9565. 0.0000 0.0000 19.68 3350. 11 10 0 4908.91 1.00 9507. 0.0000 0.0000 19.46 3369. 11 20 0 4908.91 1.00 9447. 0.0000 0.0000 19.24 3388. 11 30 0 4908.90 0.99 9386. 0.0000 0.0000 19.02 3408. 11 40 11 50 0 4908.89 0 4908.89 0.98 9324. 0.98 9262. 0.0000 0.0000 0.0000 0.0000 18.80 18.58 3426. 3445. 11 0 0 4908.88 0.97 9199. 0.0000 0.0000 18.36 3464. 12 10 0 4908.88 0.97 9135 0.0000 0,0000 18.15 3482. 12 20 0 4908+87 0.96 9070. 0.0000 0.0000 17.93 3500. 12 30 0 4908.86 0.95 9005. 0.0000 0.0000 17.71 3518. M:UOBS564-0141EatatE%TR N2K ModeN(pswm Z64014#.doc 8 of 52 Printed: 3:34 PM. 06 MO 12 40 0 4908.86 0.95 8938. 0.0000 0.0000 17.49 3535. 12 50 0 4908.85 0.94 8870. 0.0000 0.0000 17.27 3553. 12 0 0 4908.85 0.94 8802, 0.0000 0.0000 17.05 3570, 13 10 0 4908.84 0.93 8732. 0.0000 0.0000 16.83 3587. ' 13 20 0 4908.83 0.92 8661. 0,0000 0.0000 16.62 3603. 13 30 0 4908.83 0.92 8588. 0.0000 0.0000 16.40 3620. 13 40 0 4908.82 0.91 8514. 0.0000 0.0000 16.18 3636. 13 50 0 4908.82 0.91 8438. 0.0000 0.0000 15.96 3652. 13 0 0 4908.81 0.90 8360. 0.0000 0.0000 15.74 3668. 14 10 0 4908.80 0.89 8280. 0,0000 0.0000 15.52 3684. 14 20 0 4908.80 0.89 8197. 0.0000 0.0000 15.30 3699. 14 30 0 4908.79 0.88 8112. 0.0000 0.0000 15.09 3714. 14 40 0 4908.79 0.88 8025. 0.0000 0.0000 14.87 3729. 14 50 0 4908.78 0.87 7936. 0.0000 0.0000 14.65 3744. 14 0 0 4908.77 0.86 7843. 0.0000 0.0000 14.43 3758. 15 10 0 4908.77 0.86 7748. 0.0000 0.0000 14.21 3773. 15 20 0 4908.76 0.85 7650. 0.0000 0.0000 13.99 3787. ' 15 30 0 4908.75 0.84 7547. 0.0000 0.0000 13.77 3801. 15 40 0 4908.75 0.84 7440. 0.0000 0.0000 13.56 3814. 15 50 0 4908.74 0.83 7329. 0.0000 0,0000 13.34 3828. 15 0 0 4908.73 0.82 7215. 0.0000 0.0000 13.12 3841. 16 10 0 4908.72 0.81 7099. 0.0000 0.0000 12.90 3854. ' 16 20 0 4908.72 0.81 6981. 0.0000 0,0000 12.68 3867. 16 30 0 4908.71 0.80 6860. 0,0000 0.0000 12.46 3879. 16 40 0 4908.70 0.79 6738. 0.0000 0.0000 12.24 3891. 16 50 0 4908.69 0.78 6613. 0.0000 0.0000 12.02 3904. 16 0 0 4908.69 0.78 6486. 0.0000 0.0000 11.81 3915. 17 10 0 4908.68 0.77 6359. 0.0000 0.0000 11.59 - 3927. 17 20 0 4908.67 0.76 6234. 0.0000 0.0000 11.37 3939. 17 30 0 4908.66 0.75 6116. 0.0000 0.0000 11.15 3950, 17 40 0 4908.66 0.75 6007. 0.0000 0.0000 10.93 3961. 17 50 0 4908.65 0.74 5908. 0.0000 0.0000 10,71 3972. 17 0 0 4908.64 0.73 5823, 0.0000 0.0000 10.49 3982. Mean 4909.12 1.21 Maximum 4910.96 3.05 Minimum 4907.91 0.00 Time History of the H. G. L. ( feet) l "____________'"___------------_-_�"-------------- ' Max Ground Elevation: 4911.00 Time Max Crown Elevation: 4911.00 Junction:2 Hr_Mn_Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow 1 0 10 0 4903.61 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 20 0 4903.61 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 30 0 4903.61 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 40 0 4903.61 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 50 0 4903.61 0.00 28.42 0.0000 0.0000 0.0000 0.0000 0 0 0 4903.61 0.00 28.42 0.0000 0.0000 0.0000 0.0000 1 10 0 4113,11 1,10 11,42 1,1010 0,1010 1,0000 1,1111 1 20 0 4903.64 0.03 3717. 0.0000 0.0000 1.353 0.1039E-01 ' 1 30 0 4905.00 1.39 8622. 0.0000 0.0000 50.60 15.40 1 40 0 4907.74 4.130.1809E+05 0.0000 0.0000 210.7 143.5 1 50 0 4909.12 5.510.5555E+05 0.0000 0.0000 207.4 283.2 1 0 0 4909.56 5.950.6893E+05 0.0000 0.0000 162.1 415.4 ' 2 10 0 4909.73 6.120.7231E+05 0.0000 0.0000 131.6 535.9 2 20 0 4909.76 6.150.7130E+05 0.0000 0.0000 111.8 650.1 2 30 0 4909.71 6.100.6909E+05 0.0000 0.0000 100.2 759.4 2 40 0 1909,62 6.010.6645E+05 0.0000 1,0110 11,94 865.0 2 50 0 4909.52 5.910.6380E+05 0.0000 0.0000 88.88 967.1 2 0 0 4909.43 5.820.6125E+05 0.0000 0.0000 85.97 1066. 3 10 0 4909.33 5.720.5866E+05 0.0000 0,0000 82.65 1160. 3 20 0 4909.22 5.610.5568E+05 0.0000 0.0000 79.00 1251. 3 30 0 4909.11 5.500.5261E+05 0.0000 0.0000 76.27 1336. 3 40 0 4909.02 5.410.5003E+05 0.0000 0.0000 74.23 1417. 3 50 0 4908.94 5.330.4802E+05 0.0000 0.0000 72.67 1495. 3 0 0 4901,19 5.280.4650E+05 0,1110 0,1100 71,16 1570, 4 10 0 4908.84 5.230.4531E+05 0.0000 0,0000 70.06 1643. 4 20 0 4908.81 5.200.4433E+05 0.0000 0.0000 68.73 1714. 4 30 0 4908.78 5.170.4348E+05 0.0000 0.0000 67.47 1784. 4 40 0 4908.75 S 140 4279 +05 0 0000 0 0000 66 25 1852 4 50 0 4908.73 5.120.4229E+05 0.0000 0,0000 65.27 1919. 4 0 0 4908.71 5.100.4160E+05 0,0000 0.0000 63.83 1985. M:VOBSl564 l41daWkEXTN N2K odeMpsv V564014x2.dw 9of 52 . Pmted: 3:34 PM, 0628= a&AK'MKUWN �1 5 10 0 4908.68 5.070.4073E+05 0.0000 0.0000 61.9E 2060. 5 20 0 4908.64 5.030.3978E+05 0.0000 0.0000 59.89 2112. 5 30 0 4908.61 5.000.3878E+05 0.0000 0.0000 57.81 2172. 5 40 0 4908.57 4.960.3774E+05 0.0000 0.0000 55.76 2230. , 5 50 0 4908.53 4.920.3673E+05 0.0000 0.0000 53.76 2286. 5 0 0 4908.50 4.890.3581E+05 0.0000 0.0000 51.94 2340. 6 10 0 4908.47 4.860.3497E+05 0.0000 0.0000 50.07 2392. 6 20 0 4908.44 4.830.3416E+05 0.0000 0.0000 48.36 2442. 6 30 0 4908.41 4.800.3343E+05 0.0000 0.0000 46.79 2491. 6 40 0 4908.39 4.780.3276E+05 0.0000 0.0000 45.23 2537. 6 50 0 4908.37 4.760.3209E+05 0.0000 0.0000 43.71 2582. 6 0 0 4908.34 4.730.3139E+05 0.0000 0.0000 42.29 2626. 7 10 0 4908.32 4.710.3077E+05 0.0000 0.0000 40.89 2668. 7 20 0 4908.30 4.690.3018E+05 0.0000 0.0000 39.39 2708. 7 30 0 4908+28 4.670.2957E+05 0.0000 0.0000 37.76 2747. 7 40 0 4908+26 4.650.2892E+05 0.0000 0.0000 35.93 2784. 7 50 0 4908.23 4.620.2825E+05 0.0000 0.0000 34.03 2819. 7 0 0 4908.21 4.600.2758E+05 0.0000 0.0000 32.21 2853. 8 10 0 4908.19 4.580.2693E+05 0.0000 0.0000 30.41 2884. 8 20 0 4908.17 4.560.2629E+05 0,0000 0.0000 28.69 2914. 8 8 30 40 0 4908.14 0 4908.12 - 4.530.2566E+05 4.510.2497E+05 0.0000 0.0000 0.0000 0.0000 27.11 25.58 2942. 2968. ' 8 50 0 4908.09 4.480.2417E+05 0.0000 0.0000 24.15 2994. 8 0 0 4908.06 4.450.2325E+05 0.0000 0.0000 22.85 3018. 9 10 0 4908.03 4.420.2232E+05 0.0000 0.0000 22.22 3041. 9 20 0 4907.99 4.380.2141E+05 0.0000 0.0000 21.96 3064. 9 30 0 4907+96 4.350.2049E+05 0,0000 0.0000 21.74 3087. 9 40 0 4907.93 4.320.1954E+05 0.0000 0.0000 21.52 3110. 9 50 0 4907.89 4.280.1857E+05 0.0000 0,0000 21.30 3132. 9 10 0 10 0 4907.86 0 4907.82 4.250.1757E+05 4.210.1655E+05 0.0000 0.0000 0.0000 0.0000 21.08 20.86 3154. 3176. 10 20 0 4907.78 4.170.1614E+05 0.0000 0.0000 20.64 3198. 10 30 0 4907.75 4.140.1602E+05 0.0000 0.0000 20.42 3219. 10 40 0 4907.71 4.100.1590E+05 0.0000 0.0000 20.20 3241. 10 50 0 4907.67 4.060.1578E+05 0.0000 0.0000 19.99 3262. 10 0 0 4907.63 4.020.1565E+05 0.0000 0.0000 19.77 3283. 11 10 0 4907.59 3.980.1552E+05 0.0000 0.0000 19.55 3303. 11 20 0 4907.54 3.930.1539E+05 0.0000 0.0000 19.33 3324. 11 30 0 4907.50 3.890.1525E+05 0,0000 0,0000 19.11 3344. 11 40 0 4907.45 3.840.1512E+05 0.0000 0.0000 18.89 3364. 11 50 0 4907.41 3.800.1499E+05 0.0000 0.0000 18.67 3384. 11 0 0 4907.36 3.750.1485E+05 0.0000 0.0000 18.45 3403. 12 10 0 4907.32 3.710.1472E+05 0.0000 0.0000 18.24 3423. 12 20 0 4907.27 3.660.1458E+05 0.0000 0.0000 18.02 3442. 12 30 0 4907.22 3.610.1444E+05 0.0000 0.0000 17.80 3461. ' 12 40 0 4907.17 3.560.1429E+05 0.0000 0.0000 17.58 3480. 12 50 0 4907+12 3.510.1414E+05 0.0000 0.0000 17.36 3498. 12 0 0 4907.07 3.460.1398E+05 0.0000 0.0000 17.14 3516. 13 10 0 4907.02 3.410.1383E+05 0.0000 0.0000 16.92 3535. 13 20 0 4906.97 3.360.1368E+05 0.0000 0.0000 16.70 3552. 1 13 30 0 4906.91 3.300.1352E+05 0.0000 0.0000 16.48 3570. 13 40 0 4906.86 3.250.1336E+05 0.0000 0.0000 16.26 3588. 13 50 0 4906.80 3.190.1319E+05 0.0000 0.0000 16.05 3605. 13 0 0 4906.74 3.130.1301E+05 0.0000 0.0000 15.83 3622. ' 14 10 0 4906.68 3.070.1283E+05 0.0000 0.0000 15.61 3639. 14 20 0 4906.61 3.000.1263E+05 0.0000 0.0000 15.39 3656. 14 30 0 4906.55 2.940.1243E+05 0.0000 0.0000 15.17 3672. 14 40 0 4906.48 2.870.1223E+05 0.0000 0.0000 14.95 3689. ' 14 50 0 4906.41 2.800.1201E+05 0.0000 0.0000 14.73 3705. 14 0 0 4906.34 2.730.1179E+05 0.0000 0.0000 14.51 3721. 15 10 0 4906.26 2.650.1156E+05 0.0000 0.0000 14.29 3737. 15 20 0 4906.18 2.570.1132E+05 0.0000 0.0000 14.07 3752. 15 30 0 4906.10 2.490.1106E+05 0.0000 0.0000 13.85 3768. 15 40 0 4906+01 2.400.1079E+05 0.0000 0.0000 13.64 3783. 15 50 0 4905.92 2.310.1052E+05 0.0000 0.0000 13.43 3798. 15 0 0 4905+83 2.220.1024E+05 0.0000 0.0000 13.21 3813. 16 10 0 4905.74 2.13 9947. 0.0000 0.0000 12.99 3827. 16 20 0 4905+64 2.03 9649, 0.0000 0.0000 12.77 3842. 16 30 0 4905+54 1.93 9344, 0-.0000 0.0000 12.55 3856. 16 40 0 4905.44 1.83 9034, 0.0000 0.0000 12.33 3870. 16 50 0 4905.34 1.73 8717. 0.0000 0.0000 12.11 3883. 16 0 0 4905.24 1.63 8394. 0.0000 0.0000 11.89 3897. ., 17 10 0 4905.13 1.52 8070. 0.0000 0.0000 11.67 3910. 17 20 0 4905.03 1.42 7753. 0.0000 0.0000 11.45 3922. 17 17 30 40 0 4904.94 0 4904.85 1.33 7457. 1.24 7188. 0.0000 0.0000 0.0000 0.0000 11.23 11.01 3935. 3947. ' 17 50 0 4904.78 1.17 6949. 0.0000 0.0000 10.79 3958. 17 0 0 4904.72 i 11 6755 0.0000 0.0000 10.57 3969. Mean 4907.28 3.67 Maximum 4909.76 6.15 M:VOBSl-014Wata\EXTRAN2K odeN(ps MZ64014z2.0oc 10 of 52 Pnnte u 3:U PM, O6 BMO t Minimum 4903.61 0.00 2 Time History of the H. G. L. ( feet) l Max Ground Elevation: 4915.00 Time Max Crown Elevation: 4915.00 Junction:3 Hr:Mn:Sc ------- Elevation ------- Depth ---- Totl Area Node Area -------- -------- Volume -------- Inflow ---- Outflow ...."' 0 10 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 20 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 ' 0 30 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 40 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 50 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 0 0 4899.81 0.00 28.71 0.0000 0.0000 0.0000 0.0000 1 10 0 4899.83 0.02 78.71 0.0000 0.00000.9614E-020.1255E-02 1 20 0 4902.07 2.260.2965E+05 0.0000 0.0000 3.438 -13.70 1 30 0 4902.78 2.970.3299E+05 0.0000 0.0000 25.08 -65.45 1 40 0 4905.15 5.340.4665E+05 0.0000 0.0000 147.2 -121.6 1 50 0 4906.75 6.940.1055E+06 0.0000 0.0000 151.1 -138.3 ' 1 0 0 4907.51 7.700.1341E+06 0.0000 0.0000 139.5 -136.1 2 10 0 4907.99 8.180.1492E+06 0.0000 0.0000 125.4 -111.2 2 20 0 4908.24 8.430.1494E+06 0.0000 0.0000 117.6 -14.56 2 30 0 4908.27 8.460.1494E+06 0.0000 0.0000 112.0 97.42 2 40 0 4908.27 8.460.1494E+06 0.0000 0.0000 108.0 207.1 2 50 0 4908.26 8.450.1494E+06 0.0000 0.0000 104.1 313.3 2 0 0 4908.25 8.440.1494E+06 0.0000 0.0000 100.0 415.7 3 10 0 4908.25 8.440.1494E+06 0.0000 0.0000 95.83 514.0 3 20 0 4908.24 8.430.1494E+06 0.0000 0.0000 91.03 607.6 3 30 0 4908.23 8.420.1494E+06 0.0000 0.0000 86.04 696.1 3 40 0 4908.22 8.410.1494E+06 0.0000 0.0000 81.67 779.9 3 50 0 4908.21 8.400.1494E+06 0.0000 0.0000 78.15 859.9 3 0 0 4908.20 8.390.1494E+06 0.0000 0.0000 75.41 936.7 4 10 0 4908.20 8.390.1494E+06 0.0000 0.0000 73.21 1011, 4 20 0 4908.19 8.380.1494E+06 0.0000 0.0000 71.36 1083. 4 30 0 4908.19 8.380.1494E+06 0.0000 0.0000 69.73 1154. 4 40 0 4908.19 8.380.1494E+06 0.0000 0.0000 68.27 1223. 4 50 0 4908+18 8.370.1494E+06 0.0000 0.0000 67.40 1291. 4 0 0 4908.18 8.370.1494E+06 0.0000 0.0000 66.01 1358. 5 10 0 4908.18 8.370.1494E+06 0.0000 0.0000 64.25 1424. 5 20 0 4908.17 8.360.1494E+06 0.0000 0.0000 62.29 1487. 5 30 0 4108.17 8.360.1494E+06 0.0001 0.0010 60.20 1148. 5 40 0 4908.16 8.350.1494E+06 0.0000 0.0000 58.10 1608. ' 5 50 0 4908.16 8.350.1494E+06 0.0000 0.0000 55.96 1665. 5 0 0 4908.15 8.340.1494E+06 0.0000 0.0000 53.94 1720. 6 10 0 4908.15 8.340.1494E+06 0.0000 0.0000 52.04 1774. 6 20 0 4908.14 8.330.1494E+06 0.0000 0.0000 50.12 1825. t 6 30 0 4908.14 8.330.1494E+06 0.0000 0.0000 48.37 1875. 6 40 0 4908.13 8.320.1494E+06 0.0000 0.0000 46.72 1923. 6 50 0 4908.13 8.320.1494E+06 0.0000 0.0000 45.15 1971. 6 0 0 4901,12 8.310.1494E+16 0.0000 0.0011 43.51 2116, 7 10 0 4908.11 8.300.1494E+06 0.0000 0.0000 41.95 2059. t 7 20 0 4908.11 8.300.1494E+06 0.0000 0.0000 40.44 2101. 7 30 0 4908.10 8.290.1494E+06 0.0000 0.0000 38.81 2141. 7 40 0 4908.10 8.290.1494E+06 0.0000 0.0000 37.02 2180. 7 50 0 4908.09 8.280.1494E+06 0.0000 0.0000 35.14 2217. ' 7 0 0 4908.08 8.270.1494E+06 0.0000 0.0000 33.25 2252. 8 10 0 4908.07 8.260.1494E+06 0.0000 0.0000 31.40 2286. 8 20 0 4908.06 8.250.1494E+06 0.0000 0.0000 29.66 2318, 8 30 0 4901,05 8.240.1494E+06 0.0000 0.0011 28.06 2349, 8 40 0 4908.04 8.230.1494E+06 0.0000 0.0000 26.64 2380. 8 50 0 4908+02 8.210.1494E+06 0.0000 0.0000 25.35 2411. 8 0 0 4907.99 8.180.1492E+06 0.0000 0.0000 24.17 2442. 9 10 0 4907.96 8.150.1483E+06 0.0000 0.0000 23.41 2473. 9 20 0 4907.93 8.120.1473E+06 0.0000 0.0000 23.12 2504. 9 30 0 4907.90 8.090.1463E+06 0.0000 0.0000 22.87 2534. 9 40 0 4907.87 8.060.1453E+06 0.0000 0.0000 22.63 2565. 9 50 0 4907.83 8.020.1443E+06 0.0000 0.0000 22.38 2596. 9 0 0 4907.80 7.990.1432E+06 0.0011 0:1110 22.13 2626. 10 10 0 4907.76 7.950.1421E+06 0.0000 0.0000 21.88 2656. ' 10 20 10 0 4907.73 4907 69 7.920.1410E+06 0.0000 0.0000 21.66 45 2687. 2717 10 10 40 0 0 4907.65 7 RRO 7.840.1386E+06 1998F,06 0 noon 0.0000 n on00 0.0000 71 21.25 2747. 50 0 4907.62 7.810.1374E+06 0.0000 0.0000 21.04 2777. '10 M:VOBSl5 -014WaOa EXTR N2MMoaeN(psw m\564014x2.do 11 of 52 Pnnlea: 3:34 PM. 06f2B/00 ac:+n-onvrvn 1ZJ 10 0 0 4907.58 7.770.1362E+06 0.0000 0.0000 20.83 2807. 11 10 0 4907.54 7.730.1349E+06 0.0000 0.0000 20.65 2836. 11 20 0 4907.49 7.680.1336E+06 0.0000 0.0000 20.44 2866. 11 30 0 4907.45 7.640.1323E+06 0.0000 0.0000 20.23 2896. 11 40 0 4907.41 7.600.1310E+06 0.0000 0.0000 20.02 2925. 11 50 0 4907.37 7.560.1296E+06 0.0000 0.0000 19.80 2954. 11 0 0 4907.32 7.510.1282E+06 0.0000 0.0000 19.59 2984. 12 10 0 4907.28 7.470.1268E+06 0.0000 0.0000 19.39 3013. 12 20 0 4907.23 7.420.1254E+06 0.0000 0.0000 19.17 3042. 12 30 0 4907.18 7.370.1239E+06 0.0000 0.0000 18.96 3070. 12 40 0 4907.13 7.320.1224E+06 0.0000 0.0000 18.76 3099. 12 12 50 0 0 4907.08 0 4907.03 7.270.1208E+06 7.220.1192E+06 0.0000 0.0000 0.0000 0.0000 18.54 18.33 3128. 3156. ' 13 10 0 4906.98 7.170.1173E+06 0.0000 0.0000 18.13 3185. 13 20 0 4906+93 7.120.1146E+06 0.0000 0.0000 17.93 3213. 13 30 0 4906+88 7.070.1118E+06 0.0000 0.0000 17.73 3241. 13 40 0 4906.82 7.010.1090E+06 0.0000 0.0000 17.53 3269. 13 50 0 4906.76 6.950.1061E+06 0.0000 0.0000 17.33 3296. ' 13 0 0 4906.70 6.890.1030E+06 0.0000 0.0000 17.15 3324. 14 10 0 4906.64 6.830.9989E+05 0.0000 0.0000 16.95 3351. 14 14 20 30 0 4906.58 0 4906.51 6.770.9665E+05 6.700.9330E+05 0.0000 0.0000 0.0000 0.0000 16.75 16.56 3378. 3405. , 14 40 0 4906.44 6.630.8983E+05 0.0000 0.0000 16.37 3432. 14 50 0 4906.37 6.560.8621E+05 0.0000 0.0000 16.17 3459. 14 0 0 4906.30 6.490.8244E+05 0.0000 0.0000 15.98 3485. 15 10 0 4906.22 6.410.7848E+05 0.0000 0.0000 15.78 3512. 15 20 0 4906.14 6.330.7433E+05 0.0000 0.0000 15.60 3537. 15 30 0 4906.05 6.240.6997E+05 0.0000 0.0000 15.43 3563. 15 40 0 4905.96 6.150.6640E+05 0.0000 0.0000 15.24 3589. 15 15 50 0 0 4905+87 0 4905.77 6.060.6417E+05 5.960.6186E+05 0.0000 0.0000 0.0000 0.0000 15.01 14.79 - 3614. 3639. 16 10 0 4905.67 5.860.5949E+05 0.0000 0.0000 14.56 3663. 16 20 0 4905.57 5.760.5703E+05 0.0000 0.0000 14.33 3687. 16 30 0 4905.46 5.650.5448E+05 0.0000 0.0000 14.09 3711. 16 40 0 4905.35 5.540.5180E+05 0.0000 0.0000 13.84 3735. 16 50 0 4905.24 5.430.4901E+05 0.0000 0.0000 13.61 3758. 16 0 0 4905.11 5.300.4608E+05 0.0000 0.0000 13.33 3781. 17 10 0 4904.98 5.170.4329E+05 0.0000 0.0000 13.07 3804. 17 20 0 4904.85 5.040.4259E+05 0.0000 0.0000 12.72 3826. 17 30 0 4904.72 4.910.4189E+05 0.0000 0.0000 12.35 3848. 17 40 0 4904.58 4.770.4119E+05 0.0000 0.0000 11.99 3869. 17 50 0 4904.45 4.640.4047E+05 0.0000 0.0000 11.58 3890. 17 0 0 4904+31 4.500.3975E+05 0.0000 0.0000 11.18 3910. Mean 4906.69 6.88 Maximum 4908.27 8.46 Minimum 4899.81 0.00 +....... .--------------------- ---="--------------___-. Time History of the H.G. L. ( feet) '__.•__`=------------ ------------._.R._. ' Max Ground Elevation: 4916.03 Time Max Crown Elevation: 4916.03 Jlevati n:4 -------- Elevation Depth Tot- Area Node Area Volume Inflow Outflow ' 0 10 0 4899.29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 0 20 0 4899.29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 0 30 0 4899+29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 0 40 0 4899+29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 0 50 0 4899+29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 0 0 0 4899.29 0.00 43.32 0.0000 0.0000 0.0000 0.0000 1 10 0 4899.30 0.01 205.0 0.0000 0.00000.2103E-010.7068E-03 ' 1 20 0 4902.22 2.93 294.7 0.0000 0.0000 2.400 2.383 1 30 0 4904.81 5.52 47.01 0.0000 0.0000 9.285 11.14 1 40 0 4907.50 8.210.4992E+05 0.0000 0.0000 15.24 40.09 1 50 0 4906.95 7.66 46.99 0.0000 0.0000 16.09 56.14 1 0 0 4907.47 8.180.5002E+05 0.0000 0.0000 21.47 76.26 � 2 10 0 4907.52 8.230.5038E+05 0.0000 0.0000 36.52 110.8 2 20 0 4907.53 8.240.5056E+05 0.0000 0.0000 38.69 149.5 ! 2 30 2 40 0 0 4907.53 4907.53 8.240.5060E+05 8.240.5059E+05 0.0000 0.0000 0.0000 0.0000 37.16 36.27 186.9 223.4 ' 2 50 0 4907.53 8.240.5057E+05 0.0000 0.0000 35.74 259.3 2 0 0 4907.53 8.240.5054E+05 0.0000 0.0000 34.55 294.1 3 10 0 4907.52 8.230.5051E+05 0.0000 0.0000 33.25 327.7 3 20 0 4907.52 8.230.5047E+05 0.0000 0.0000 32.53 360.4 M:UOBS\-014baia\EXTR N2K oc.N(ps '564014s .do< 12 of 52 Pdnled: 3:34 PM. 06 0/00 ' ' 3 30 0 4907.52 8.230.5044E+05 0.0000 0.0000 32.03 392.6 l� 3 40 0 4907.52 8.230.5041E+05 0.0000 0.0000 31.48 424.2 3 50 0 4907.52 8.230.5038E+05 0.0000 0.0000 31.07 455.4 3 0 0 4907.52 8.230.5035E+05 0.0000 0.0000 30.80 486.3 ' 4 10 0 4907.51 8.220.5032E+05 0.0000 0.0000 30.59 516.9 4 20 0 4907.51 8.220.5030E+05 0.0000 0.0000 30.43 547.4 4 30 0 4907+51 8.220.5027E+05 0.0000 0.0000 30.29 577.8 ' 4 4 40 50 0 0 4917,11 4907.51 8.220.5024E+OS 8.220.5023E+05 1,1110 0.0000 1,1111 0.0000 31,18 30.12 608.0 638.2 4 0 0 4907.51 8.220.5020E+05 0.0000 0.0000 30.04 668.3 5 10 0 4907.51 8.220.5016E+05 0.0000 0.0000 29.94 698.4 5 20 0 4907.51 8.220.5011E+05 0.0000 0.0000 29.87 728.3 5 30 0 4907.51 8.220.5005E+05 0.0000 0.0000 29.78 758.2 5 40 0 4907.51 8.220.4998E+05 0.0000 0.0000 29.69 788.0 5 50 0 4907.50 8.210.4990E+05 0.0000 0.0000 29.61 817.8 5 0 0 4907.50 8.210.4983E+05 0.0000 0.0000 29.52 847.5 ' 6 6 10 20 0 0 4911,10 4907.50 8.210.4975E+01 8.210.4967E+05 0,0100 0,0000 0.0000 0.0000 29.45 29.37 877.1 906.2 6 30 0 4907.49 8.200.4961E+05 0.0000 0.0000 29.47 937.1 6 40 0 4907.48 8.190.4957E+05 O.000O 0.0000 29.64 967.8 6 50 0 4907.42 8.13 47.01 0.0000 0.0000 30.70 998.5 6 0 0 4907+41 8.12 47.01 0.0000 0.0000 30.84 1029. 7 10 0 4907.40 8.11 47.01 0.0000 0.0000 30.94 1060. 7 20 0 4907.39 8.10 47.01 0.0000 0.0000 31.01 1091, 7 30 0 4907.38 8.09 47.01 0.0000 0.0000 31.06 1122. 7 7 40 50 0 0 4907.37 4907+37 8.08 47.01 8.08 47.01 0.0000 0.0000 0.0000 0.0000 31,09 31.11 1153, 1185. 7 0 0 4907.36 8.07 47.01 0,0000 0.0000 31.11 1216. 8 10 0 4907+35 8.06 47.01 0.0000 0.0000 31.10 1247. 8 20 0 4907+34 8.05 47.01 0.0000 0.0000 31.09 1278. 8 30 0 4907.33 8.04 47.01 0.0000 0.0000 31.07 1309, 8 40 0 4907.32 8.03 47.01 0.0000 0.0000 31.04 1340. 8 50 0 4907.30 8.01 47.01 0.0000 0.0000 31.00 1371. 8 0 0 4907.28 7.99 47.01 0.0000 0.0000 30.93 1402. 9 10 0 4907.25 7.96 47.01 0,0000 0.0000 30.86 1433. 9 20 0 4907.22 7.93 47.01 0.0000 0.0000 30.79 1464. 9 30 0 4907.19 7.90 47.01 0.0000 0.0000 30.71 1494. 9 40 0 4907.17 7.88 47.01 0.0000 0.0000 30.62 1525, 9 50 0 4907.14 7.85 47.01 0.0000 0.0000 30.54 1555. 9 0 0 4907.11 7.82 47.01 0.0000 0,0000 30.45 1586. 10 10 0 4907.07 7.78 47.01 0.0000 0,0000 30.36 1616. 10 20 0 4907.04 7.75 47.01 0.0000 0,0000 30.27 1647. 10 30 0 4907.01 7.72 47.01 0.0000 0.0000 30.18 1677. 10 40 0 4906.98 7.69 47.01 0.0000 0,0000 30.08 1707. ' 10 50 0 4906.94 7.65 47.01 0,0000 0,0000 29.98 1737, 10 0 0 4906.91 7.62 47.01 0,0000 0.0000 29.88 1767, 11 10 0 4906.87 7.58 47.01 0,0000 0.0000 29.78 1797. 11 20 0 4906.83 7.54 47.01 0.0000 0.0000 29,67 1826. 11 30 0 4906.80 7.51 47.01 0.0000 0.0000 29.56 1856. 11 40 0 4906.76 7.47 47.01 0.0000 0.0000 29.45 1885. 11 50 0 4906,72 7.43 47.01 0.0000 0.0000 29.34 1915, 11 0 0 4906.68 7.39 47.01 0.0000 0.0000 29.22 1944. 12 10 0 4906.64 7.35 47.01 0.0000 0.0000 29.10 1973. 12 20 0 4906.60 7.31 47.01 0.0000 0.0000 28.98 2002. 12 30 0 4906.56 7.27 47.01 0.0000 0.0000 28.86 2031. 12 40 0 4906.51 7.22 47.01 0,0000 0.0000 28.73 2059. 12 50 0 4906.47 7.18 47.01 0.0000 0.0000 28.60 2088, ' 12 0 0 4906.43 7.14 47.01 0.0000 0.0000 28.46 2117. ' 13 10 0 4906.38 7.09 47.01 0.0000 0.0000 28.33 2145. 13 20 0 4906.33 7.04 47.01 0.0000 0.0000 28.18 2173. 13 30 0 4906.29 7.00 47.01 0.0000 0.0000 28.04 2201, 13 40 0 4906.24 6.95 47.01 0.0000 0.0000 27.88 2229, 13 50 0 4906+18 6.89 47.01 0.0000 0.0000 27.73 2257. 13 0 0 4906.13 6.84 47.01 0.0000 0.0000 27.56 2284. 14 10 0 4906.08 6.79 47.01 0.0000 0.0000 27.39 2312. 14 20 0 4906.02 6.73 47.01 0.0000 0.0000 27.21 2339. 14 30 0 4905.96 6.67 47.01 0.0000 0.0000 27.03 2366. ' 14 40 0 4905.90 6.61 47.01 0.0000 0.0000 26.84 2393. 14 50 0 4905.84 6.55 47.01 0.0000 0.0000 26.64 2419. 14 0 0 4905.77 6.48 47.01 0.0000 0.0000 26.42 2446, 15 10 0 4905+70 6.41 47.01 0.0000 0.0000 26.20 2472, ' 15 20 0 4905.63 6.34 47.01 0.0000 0.0000 25.96 2498. 15 30 0 4905+55 6.26 47.01 0.0000 0.0000 25.71 2524. 15 40 0 4905.47 6.18 47.01 0.0000 0.0000 25.45 2549. 15 50 0 4901,31 6,10 47,11 0.0000 0.0000 25,17 2574. 15 0 0 4905.30 6.01 47.01 0.0000 0.0000 24.88 2599. 16 10 0 4905.22 5.93 47.01 0.0000 0.0000 24.58 2624. _ 16 20 0 4905 13 5 84 47.01 0,0000 0.0000 24 27 2648 16 30 0 4905+03 5.74 47.01 0.0000 0.0000 24.01 2672. 16 40 0 4904+93 5.64 47.01 0.0000 0.0000 23.72 2696. M:UOBS\564-014\ ata\FXTR N2K\ eMps m\564014�.dm 13 W 62 Pnn1ed: 3:34 PM. 06/2&00 atK-OHUWN , 1Z5 16 50 0 4904.82 5.53 47.01 0.0000 0.0000 23.36 2719. 16 0 0 4904.71 5.42 47.01 0.0000 0.0000 22.97 2742. 17 10 0 4904.60 5.31 47.01 0.0000 0.0000 22.57 2765. 17 20 0 4904.48 5.19 47.01 0.0000 0.0000 22.14 2787. , 17 30 0 4904.36 5.07 47.01 0.0000 0.0000 21.71 2809. 17 40 0 4904.24 4.95 47.01 0.0000 0.0000 21.26 2830. 17 50 0 4904.12 4.83 47.01 0.0000 0.0000 20.80 2851. 17 0 0 4904.00 4.71 47.01 0.0000 0.0000 20.33 2871. Mean 4906.15 6.86 , Maximum 4907.53 8.24 Minimum 4899.29 0.00 I Time History of the H. G. L. ( feet) , Max Ground Elevation: 4915.00 Time Max Crown Elevation: 4915.00 Junction:6 ' Hr:Mn:Sc -------- Elevation -------- Depth Totl Area Node Area ----- ------ -------- Volume --------- Inflow ----- Outflow ------- 0 10 0 4898.70 0.00 73.34 0.0000 0,0000 0.0000 0.0000 0 20 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0.0000 ' 0 30 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0.0000 0 40 0 4898.70 0.00 73.34 0.0000 0,0000 0,0000 0.0000 0 50 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0,0000 0 0 0 4898.70 0.00 73.34 0.0000 0.0000 0.0000 0.0000 I 1 10 0 4898.72 0.02 188.4 0.0000 0.00000.1994E-010.1325E-02 1 20 0 4902.17 3.47 76.82 0.0000 0.0000 7.735 7.456 1 30 0 4904.53 5.83 76.82 0.0000 0.0000 28.93 35.64 1 40 0 4906.11 7.410.5043E+05 0.0000 0.0000 51.57 67.24 1 50 0 4906.19 7.490.5030E+05 0.0000 0.0000 26.46 87.66 , 1 0 0 4906.30 7.600.5100E+05 0.0000 0.0000 26.24 101.9 2 10 0 4906.49 7.790.5730E+05 0.0000 0.0000 38.25 120.6 2 20 0 4906.64 7.940.5824E+05 0.0000 0.0000 41.18 154.1 2 30 0 4906.67 7.970.5874E+05 0.0000 0.0000 39.29 192.7 2 40 0 4906.67 7.970.5900E+05 0.0000 0.0000 38.01 232.2 2 50 0 4906.65 7.950.5915E+05 0.0000 0,0000 37.32 271.5 2 0 0 4906.64 7.940.5924E+05 0.0000 0.0000 35.95 310.2 3 10 0 4906.61 7.910.5923E+05 0.0000 0.0000 34.27 347.6 3 20 0 4906.59 7.890.5917E+05 0.0000 0.0000 33.23 383.8 , 3 30 0 4906.56 7.860.5907E+05 0.0000 0.0000 32.55 419.0 3 40 0 4906.53 7.830.5896E+05 0.0000 0.0000 31.89 453.4 3 50 0 4906.51 7.810.5883E+05 0.0000 0.0000 31.39 487.2 3 0 0 4906.48 7.780.5870E+05 0.0000 0.0000 31.03 520.6 I 4 10 0 4906.46 7.760.5858E+05 0.0000 0.0000 30.78 553.6 4 20 0 4906.44 7.740.5845E+05 0.0000 0.0000 30.58 586.4 4 30 0 4906+41 7.710.5833E+05 0.0000 0,0000 30.42 619.2 4 40 0 4906+39 7.690.5821E+05 0.0000 0.0000 30.30 651.9 4 50 0 4906.37 7.670.5813E+05 0.0000 0.0000 30.23 684.7 I 4 0 0 4906.35 7.650.5801E+05 0.0000 0.0000 30.14 717.6 5 10 0 4906.32 7.620.5109E+05 0.0000 0.0000 30.05 751.3 5 20 0 4906.27 7.570.5094E+05 0.0000 0,0000 29.99 785.7 5 30 0 4906.21 7.510.5077E+05 0.0000 0.0000 29.91 820.6 ' 5 40 0 4906.15 7.450.5058E+05 0.0000 0.0000 29.B4 856.0 5 50 0 4906.08 7.380.5036E+05 0.0000 0.0000 29.75 891.7 5 0 0 4906.01 7.310.5014E+05 0.0000 0.0000 29.68 927.8 6 10 0 4905.94 7.240.4992E+05 0.0000 0.0000 29.61 964.2 6 20 0 4905.87 7.170.4969E+05 0.0000 0.0000 29.13 1001. I 6 30 0 4904.89 6.19 76.80 0.0000 0.0000 30.94 1032. - 6 40 0 4904+76 6.06 76.80 0.0000 0.0000 30.73 1062. 6 50 0 4904.68 5.98 76.82 0.0000 0,0000 30.71 1093. 6 0 0 4904.65 5.95 76.82 0.0000 0,0000 30.85 1124. 7 10 0 4904.62 5.92 76.82 0.0000 0.0000 30.95 1155. 7 20 0 4904.59 5.89 76.82 0.0000 0.0000 31.02 1186. 7 30 0 4904.58 5.88 76.82 0.0000 0.0000 31.06 1217. 7 40 0 4904.56 5.86 76.82 0.0000 0.0000 31.09 1248. 7 50 0 4904.55 5.85 76.82 0.0000 0.0000 31.11 1279. I 7 0 0 4904.54 5.84 76.82 0.0000 0.0000 31.11 1310. 8 10 0 4904.54 5.84 76.82 0.0000 0.0000 31.11 1341. 8 20 0 4904.53 5.83 76.82 0.0000 0.0000 31.09 1373. 8 30 0 4904.52 5.82 76.82 0.0000 0.0000 31.08 1404. 8 40 0 4904.52 cl 5.82 76.82 5 81 76.82 0.0000 0 0000 0.0000 0 0000 31.04 31 00 1435. 1466 R 5n 8 0 n 0 49n4 4904.49 5.79 76.82 0.0000 0.0000 30.94 1497. 9 10 0 4904.48 5.78 76.82 0.0000 0.0000 30.86 1527. M:UOBSl564-014VaWTXTRAN2"M eN(pswmm1564014#.dm 14 of 52 Pnnted: 3:34 PM, 06 8100 I ' 9 20 0 4904.47 5.77 76.82 0.0000 0,0000 30.79 1558. 9 30 0 4904.45 5.75 76.82 0.0000 0.0000 30.71 1589. 9 40 0 4904.44 5.74 76.62 0.0000 0.0000 30.63 1620. 9 50 0 4904.42 5.72 76.82 0.0000 0.0000 30.54 1650. 9 0 0 4904.41 5.71 76.82 0.0000 0.0000 30.46 1681. 10 10 0 4904.39 5.69 76.82 0.0000 0.0000 30.37 1711. 10 20 0 4904.38 5.68 76.82 0.0000 0.0000 30.27 1741, 10 30 0 4904.36 5.66 76.82 0.0000 0,0000 30.18 1771. ' 10 40 0 4904.34 5.64 76.82 0.0000 0.0000 30.08 1801, 10 50 0 4904.33 5.63 76.82 0.0000 0.0000 29.98 1831. 10 0 0 4904.31 5.61 76.82 0.0000 0.0000 29.88 1861. 11 10 0 4904.29 5.59 76.82 0.0000 0.0000 29.78 1891. 11 20 0 4904.27 5.57 76.82 0,0000 0,0000 29.67 1921. 11 30 0 4904.25 5.55 76.82 0.0000 0.0000 29.57 1950. 11 40 0 4904.23 5.53 76.82 0.0000 0.0000 29.46 1980. 11 50 0 4904.21 5.51 76.82 0.0000 0.0000 29.34 2009. 11 0 0 4904.19 5.49 76.82 0.0000 0.0000 29.23 2038. ' 12 10 0 4904.17 5.47 76.82 0.0000 0.0000 29.11 2068. 12 20 0 4904.15 5.45 76.82 0.0000 0.0000 28.99 2097. 12 30 0 4904.13 5.43 76.82 0,0000 0.0000 28.86 2125. 12 40 0 4904.11 5.41 76.82 0,0000 0.0000 28.73 2154. 12 50 0 4904.09 5.39 76.82 0.0000 0.0000 28.60 2183. 12 0 0 4904.06 5.36 76.82 0.0000 0.0000 28.47 2211. 13 10 0 4904.04 5.34 76.82 0.00D0 0.0000 28.33 2240. 13 20 0 4904.02 5.32 76.82 0.0000 0.0000 28.19 2268. 13 30 0 4903.99 5.29 76.82 0.0000 0.0000 28.04 2296. I 13 40 0 4903.97 5.27 76.82 0.0000 0.0000 27.89 2324. 13 50 0 4903.94 5.24 76.82 0.0000 0,0000 27.73 2351. 13 0 0 4903.91 5.21 76.82 0.0000 0,0000 27.57 2379. 14 10 0 4903.89 5.19 76.82 0.0000 0.0000 27.40 2406. 14 20 0 4903.86 5.16 76.82 0.0000 0.0000 27.22 2434. L 14 30 0 4903.83 5.13 76.82 0.0000 0.0000 27.03 2461. 14 40 0 4903.80 5.10 76.82 0.0000 0.0000 26.84 2487. 14 50 0 4903.76 5.06 76.82 0.0000 0.0000 26.64 2514. 14 0 0 4903.73 5.03 76.82 0.0000 0.0000 26.43 2541. 15 10 0 4903.69 4.99 76.82 0.0000 0.0000 26.21 2567. 15 20 0 4903.66 4.96 76.82 0.0000 0.0000 25.97 2593. 15 30 0 4903.62 4.92 76.82 0.0000 0.0000 25.72 2618. 15 40 15 50 0 0 4903,18 4903.54 4.88 76.82 4.84 76.82 0,0010 0.0000 1,0011 21,41 0.0000 25.18 2644, 2669. 15 0 0 4903.49 4.79 76.82 0.0000 0.0000 24.89 2694. 16 10 0 4903.45 4.75 76.82 0.0000 0.0000 24.59 2719. 16 20 0 4903.40 4.70 76.82 0.0000 0.0000 24.27 2743. 16 30 0 4903. 34 4.64 76.82 0.0000 0.0000 24.02 2767. ' 16 40 0 4903. 28 4.58 76.82 0.0000 0.0000 23.73 2791. 16 50 0 4903. 22 4.52 76.82 0.0000 0.0000 23.37 2814. 16 0 0 4903.16 4.46 76.82 0.0000 0.0000 22.98 2837. 17 10 0 4913.11 4.40 76,12 1,1111 1,0110 12.58 2161, 17 20 0 4903.04 4.34 76.82 0.0000 0.0000 22.15 2882. 17 30 0 4902.98 4.28 76.82 0.0000 0.0000 21.72 2903. 17 40 0 4902.91 4.21 76.82 0.0000 0.0000 21.27 2925. 17 50 0 4902.85 4.15 76.82 0.0000 0.0000 20.81 2945. 17 0 0 4902.78 4.08 76.82 0.0000 0.0000 20.34 2966. Mean 4904.30 5.60 Maximum 4906.67 7.97 Minimum 4898.70 0.00 Time History of the H. G. L. ( feet) l Max Ground Elevation: 4910.00 Time Max Crown Elevation: 4111,00 Junction:7 Hr:Mn:Sc -------- Elevation -------- Depth Totl Area Node Area ----- --------- -------- Volume Inflow --------- ---- Outflow ----- �u 0 10 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 0 20 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 0 30 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 0 40 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 0 50 0 4117,17 1,00 28.73 0,1010 0,1010 0,0010 0.0000 0 0 0 4897.87 0.00 28.73 0.0000 0.0000 0.0000 0.0000 ' 1 10 0 4897.87 0.00 263.8 0.0000 0.00000.5083E-02 0.0000 1 20 0 4902 OS 4 180 SISlE+05 0 0000 0 0000 48.45 26 29 1 30 0 4902.57 4.700.5332E+05 0.0000 0.0000 118.4 66.79 40 0 4903.80 5.930.5717E+05 0.0000 0.0000 244.7 128.0 '1 KUOBSl5 l4Wala�N2"odeVpswmml5 014x.dm 15o152 PfteE: 3:34 PM, 062WDG SEAR -BROWN , 1 iv 50 0 4905.24 7.370.6221E+05 0.0000 0.0000 151.6 191.8 1 0 0 4905.84 7.970.6521E+05 0.0000 0.0000 114.7 256.2 2 10 0 4906.20 8.330.6704E+05 0.0000 0.0000 95.52 320.8 2 20 0 4906.40 8.530.6801E+05 0.0000 0.0000 76.94 385.1 2 30 0 4906.43 8.560.6819E+05 0.0000 0.0000 59.34 448.3 2 40 0 4906.34 8.470.6772E+05 0.0000 0.0000 44.95 510.4 2 50 0 4906.21 8.340.6707E+05 0.0000 0,0000 42.23 571.3 2 0 0 4906.07 8.200.6638E+05 0.0000 0,0000 37.35 631.3 3 10 0 4905.91 8.040.6558E+05 0.0000 0.0000 36.47 690.6 ' 3 20 0 4905.72 7.850.6460E+05 0,0000 0.0000 33.54 749.1 3 30 0 4905.49 7.620.6346E+05 0,0000 0.0000 33.30 806.9 3 40 0 4905.26 7.390.6231E+05 0,0000 0.0000 33.84 864.2 3 50 0 4905.04 7.170.6120E+05 0.0000 0.0000 34.62 920.9 , 3 0 0 4904.82 6.950.6046E+05 0.0000 0.0000 35.24 977.1 4 10 0 4904.62 6.750.5980E+05 0.0000 0.0000 34.78 1033. 4 20 0 4904.42 6.550.5916E+05 0.0000 0.0000 36.37 1088. 4 30 0 4904.23 6.360.5856E+05 0.0000 0.0000 36.90 1143. 4 40 0 4904.06 6.190.5800E+05 0.0000 0.0000 37.00 1191. , 4 50 0 4903.95 6.080.5767E+05 0.0000 0.0000 37.06 1251. 4 0 0 4903.82 5.950.5725E+05 0.0000 0.0000 38.81 1305. 5 10 0 4903.66 5.790.5673E+05 0.0000 0.0000 36.86 1359. 5 20 0 4903.51 5.640.5626E+05 0.0000 0.0000 39.39 1412. 5 30 0 4903.36 5.490.5576E+05 0.0000 0.0000 40.87 1464. 5 40 0 4903.22 5.350.5532E+05 0.0000 0.0000 38.24 1516. 5 50 0 4903.08 5.210.5490E+05 0.0000 0.0000 39.33 1568. 5 0 0 4902.96 5.090.5449E+05 0.0000 0.0000 34.53 1617. 6 10 0 4902.84 4.970.5416E+05 0.0000 0.0000 38.85 1666. 6 20 0 4902.74 4.870.5388E+05 0.0000 0.0000 40.77 1711. 6 30 0 4902.63 4.760.5358E+05 0.0000 0.0000 32.62 1753. 6 40 0 4902.54 4.670.5330E+05 0.0000 0.0000 33.95 1793. 6 50 0 4902.46 4.590.5307E+05 0.0000 0.0000 34.27 1830. 6 0 0 4902.40 4.530.5290E+05 0.0000 0.0000 33.23 1866. 7 10 0 4902.36 4.490.5276E+05 0.0000 0.0000 31.77 1900. 7 20 0 4902.32 4.450.5267E+05 0.0000 0.0000 31.11 1934. 7 30 0 4902.30 4.430.5260E+05 0.0000 0.0000 30.97 1967. 7 40 0 4902.28 4.410.5254E+05 0.0000 0.0000 30.97 1999. ' 7 50 0 4902+27 4.400.5251E+05 0.0000 0.0000 31.11 2031. 7 0 0 4902+26 4.390.5248E+05 0.0000 0.0000 31.23 2063. 8 10 0 4902+26 4.390.5246E+05 0.0000 0.0000 31.36 2095. 8 20 0 4902+25 4.380.5244E+05 0.0000 0.0000 31.47 2126. 8 30 0 4902.25 4.380.5243E+05 0,0000 0.0000 31.58 2158. 8 40 0 4902+24 4.370.5242E+05 0.0000 0.0000 31.63 2189. 8 50 0 4902+24 4.370.5241E+05 0.0000 0.0000 31.64 2220. 8 0 0 4902+24 4.370.5240E+05 0.0000 0.0000 31.59 2251. 9 10 0 4902+23 4.360.5239E+05 0.0000 0.0000 31.47 2283. , 9 20 0 4902+23 4.360.5238E+05 0.0000 0.0000 31.30 2314. 9 30 0 4902.23 4.360.5237E+05 0,0000 0.0000 31.09 2345. 9 40 0 4902.23 4.360.5236E+05 0,0000 0.0000 30.83 2375. 9 50 0 4902.22 4.350.5236E+05 0,0000 0.0000 30.56 2406. 9 0 0 4902.22 4.350.5235E+05 0.0000 0.0000 30.33 2437. 10 10 0 4902.22 4.350.5234E+05 0,0000 0.0000 30.12 2468. 10 20 0 4902.21 4.340.5233E+05 0.0000 0.0000 29.94 2498. 10 30 0 4902.21 4.340.5232E+05 0.0000 0.0000 29.82 2529. 10 40 0 4902.21 4.340.5231E+05 0.0000 0.0000 29.78 2559. 10 50 0 4902.20 4.330.5230E+05 0.0000 0.0000 29.76 2589. 10 0 0 4902.20 4.330.5229E+05 0.0000 0.0000 29.81 2620. 11 10 0 4902.20 4.330.5228E+05 0,0000 0.0000 29.86 2650. 11 20 0 4902.19 4.320.5226E+05 0.0000 0.0000 29.88 2680. t 11 30 0 4902.19 4.320.5225E+05 0,0000 0,0000 29.86 2710. 11 40 0 4902.19 4.320.5224E+05 0,0000 0.0000 29.77 2740. 11 50 0 4902.18 4.310.5223E+05 0.0000 0.0000 29.60 2769. 11 0 0 4902.18 4.310.5221E+05 0.0000 0.0000 29.34 2799. 12 10 0 4902.17 4.300.5220E+05 0.0000 0.0000 29.07 2828. 12 20 0 4902.17 4.300.5219E+05 0.0000 0.0000 28.83 2858. 12 30 0 4902.16 4.290.5218E+05 0.0000 0.0000 28.65 2887. 12 40 0 4902.16 4.290.5216E+05 0.0000 0.0000 28.55 2916. 12 50 0 4902.15 4.280.5215E+05 0.0000 0.0000 28.53 2945. ' 12 0 0 4902.15 4.280.5213E+05 0.0000 0.0000 28.55 2974. 13 10 0 4902.15 4.280.5212E+05 0.0000 0.0000 28.54 3003. 13 20 0 4902.14 4.270.5210E+05 0.0000 0.0000 28.43 3032. 13 30 0 4902.13 4.260.5208E+05 0.0000 0.0000 28.19 3060. 13 40 0 4902.13 4.260.5207E+05 0.0000 0.0000 27.90 3089. 13 50 0 4902.12 4.250.5205E+05 0.0000 0.0000 27.62 3117. 13 0 0 4902.12 4.250.5203E+05 0.0000 0.0000 27.40 3145. - 14 10 0 4902.11 4.240.5202E+05 0,0000 0.0000 27.24 3173, 14 20 0 4902.11 4.240.5200E+05 0.0000 0.0000 27.12 3201. ' 14 30 0 4902.10 4.230.5198E+05 0.0000 0.0000 27.04 3228. 14 40 0 4902.09 4 220 5196E+05 0.0000 0.0000 26 96 3256. 14 50 0 4902.09 4.220.5193E+05 0.0000 0.0000 26.84 3283. 14 0 0 4902.08 4.210.5191E+05 0.0000 0.0000 26.65 3310. M:UOBS\564-014Wala\EXTRAN2K Mo eMpsv ml5 014x2.dm 16 o152 Panted: 3:34 PM, 06/28/00 I I I A I 15 10 0 4902.07 4.200.5189E+05 0.0000 0.0000 26.37 3337. 15 20 0 4902.06 4.190.5186E+05 0.0000 0.0000 26.01 3364. 15 30 0 4902.05 4.180.5184E+05 0.0000 0.0000 25.64 3390. 15 40 0 4902.05 4.180.5181E+05 0.0000 0.0000 25.32 3417. 15 50 0 4902.04 4.170.5178E+05 0.0000 0.0000 25.09 3443. 15 0 0 4902.03 4.160.5175E+05 0.0000 0.0000 24.92 3468. 16 10 0 4902.02 4.150.5172E+05 0.0000 0.0000 24.14 3494. 16 20 0 4902.01 4.140.5168E+05 0,0000 0.0000 24.45 3519. 16 30 0 4901.98 4.11 267.9 0.0000 0.0000 24.64 3544. 16 40 0 4901.94 4.07 268.5 0.0000 0.0000 23.77 3568. 16 50 0 4901.93 4.06 268.8 0.0000 0.0000 23.41 3591, 16 0 0 4901.91 4.04 268.9 0.0000 0.0000 23.03 3614. 17 10 0 4901.90 4.03 269.1 0.0000 0.0000 22.63 3637. 17 20 0 4901.88 4.01 269.1 0.0000 0.0000 22.21 3659. 17 30 0 4901+86 3.99 269.1 0.0000 0.0000 21.77 3681. 17 40 0 4901.84 3.97 269.1 0.0000 0.0000 21.33 3702. 17 50 0 490L 82 3.95 269.1 0.0000 0.0000 20.87 3723. 17 0 0 4901+80 3.93 274.2 0.0000 0.0000 20.40 3743. Mean 4902+55 4,68 Maximum 4906.43 8.56 Minimum 4897.87 0.00 W5 •=====s--Time Time History of the H. G. L. ( feet) l Max Ground Elevation: 4896.50 Time Max Crown Elevation: 4896.50 3unction:11 Hr:Mn:Sc -------- Elevation -------- Depth Totl Area Node Area ----- -.-_--- -------- Volume --------- Inflow ------ Outflow ------- 0 10 0 4882.55 0.00 28.76 0.0000 0.0000 0.0000 0.0000 0 20 0 4882.55 0.00 28.76 0.0000 0,0000 0.0000 0.0000 0 30 0 4882.55 0.00 28.76 0.0000 0.0000 0.0000 0.0000 0 40 0 4882.55 0.00 28.76 0.0000 0.0000 0.0000 0.0000 0 50 0 4882.55 0.00 28.76 0,0000 0,0000 0.0000 0.0000 ' 0 0 0 4882.55 0.00 28.76 0.0000 0,0000 0.0000 0.0000 1 10 0 4882.56 0.01 222.2 0,0000 0.00000.9614E-02 0,0000 1 20 0 4888.02 5.470.1192E+06 0.0000 0.0000 28.91 6.030 1 30 0 4888.17 5.620.1219E+06 0.0000 0.0000 53.54 13.03 1 40 0 4888.57 6.020.1292E+06 0.0000 0.0000 105.7 22.03 1 50 0 4888.98 6.430.1367E+06 0.0000 0.0000 94.88 33.04 1 0 0 4889+31 6.760.1427E+06 0.0000 0.0000 83.71 45.42 2 10 0 4889+59 7.040.1488E+06 0.0000 0.0000 82.87 58.96 2 20 0 4890.01 7.460.1561E+06 0.0000 0.0000 160.1 74.06 ' 2 30 0 4890.69 8.040.1682E+06 0.0000 0.0000 176.9 90.74 2 40 0 4891.10 8.550.1784E+06 0.0000 0.0000 171.3 109.2 2 50 0 4891.49 8.940.1861E+06 0.0000 0.0000 163.9 129.1 2 0 0 4891.80 9.250.1921E+06 0,0000 0.0000 156.3 179.0 ' 3 10 0 4892.00 9.450.1961E+06 0.0000 0.0000 148.2 261.6 3 20 0 4892.13 9.580.1986E+06 0.0000 0.0000 139.2 368.5 3 30 0 4892.19 9.640.1998E+06 0.0000 0.0000 130.3 487.8 3 40 0 4892,21 9.660.2000E+06 0.0000 0,0000 122.4 610.2 3 50 0 4892.20 9.650.1999E+06 0.0000 0.0000 115.6 730.8 3 0 0 4892.18 9.630.1995E+06 0.0000 0.0000 110.0 847.5 4 10 0 4892.16 9.610.1991E+06 0.0000 0.0000 105.3 959.9 4 20 0 4892.14 9.590.1986E+06 0.0000 0.0000 101.3 1068. 4 30 0 4892.12 9.570.1982E+06 0.0000 0.0000 97.82 1172. 4 40 0 4892.10 9.550.1979E+06 0.0000 0.0000 94.65 1273. 4 50 0 4892.09 9.540.1977E+06 0.0000 0.0000 93.23 1372. 4 0 0 4892.07 9.520.1974E+06 0.0000 0,0000 91.08 1468. 5 10 0 4892.06 9.510.1948E+06 0.0000 0.0000 88.92 1661. 5 20 0 4892.05 9.500.1945E+06 0.0000 0,0000 86.74 1652. 5 30 0 4892+03 9.480.1943E+06 0.0000 0.0000 84.34 1741. 5 40 0 4892.02 9.470.1940E+06 0.0000 0.0000 81.73 1827. 5 50 0 4892.01 9.460.1938E+06 0.0000 0.0000 78.91 1910. 5 0 0 4891+99 9.440.1935E+06 0.0000 0.0000 75.53 1991. 6 10 0 4891+98 9.430.1932E+06 0.0000 0.0000 72.43 2070. 6 20 0 4891.96 9.410.1929E+06 0.0000 0.0000 67.63 2145. 6 30 0 4891.94 9.390.1924E+06 0.0000 0.0000 62.73 2216. 6 40 0 4191,11 9.360.1920E+06 0.0000 0,0000 11,15 2213, 6 50 0 4891.89 9.340.1915E+06 0.0000 0.0000 53.84 2346. 6 0 0 4891.86 9.310.1909E+06 0,0000 0.0000 49.98 2405. 7 10 0 4891.83 9 280 1904E+06 0,0000 0,0000 46.91 2460. 7 20 0 4891.81 9.260.1900E+06 0,0000 0.0000 44.40 2511. 30 0 4891.79 9.240.1896E+06 0.0000 0.0000 42.17 2560. '7 M:VOBSl64-014WaW1EXT N2MModelVps.m k564014�.d. 17 o152 Pnnled 3:34 PM, 0628100 ucwR-ontlrvn 7 129 40 0 4891.77 9.220.1892E+06 0.0000 0.0000 40.07 2606. 7 50 0 4891.75 9.200.1889E+06 0.0000 0.0000 38.03 2649. 7 8 0 10 0 4891.73 0 4891.72 9.180.1886E+06 9.170.1882E+06 0.0000 0.0000 0.0000 0.0000 36.06 34.24 2690. 2730. ' 8 20 0 4891.70 9.150.1879E+06 0.0000 0.0000 32.64 2767. 8 30 0 4891.69 9.140.1877E+06 0.0000 0.0000 31.47 2803. 8 40 0 4891.68 9.130.1874E+06 0.0000 0.0000 31.34 2837. 8 50 0 4891.67 9.120.1873E+06 0,0000 0.0000 31.26 2871. 8 0 0 4891.66 9.110.1872E+06 0,0000 0.0000 31.19 2903. , 9 10 0 4891+66 9.110.1871E+06 0.0000 0.0000 31.12 2936, 9 20 0 4891+65 9.100.1870E+06 0.0000 0.0000 31.04 2968. 9 9 30 40 0 4891+65 0 4891+65 9.100.1870E+06 9.100.1869E+06 0.0000 0.0000 0.0000 0.0000 30.97 30.90 2999. 3031. 9 50 0 4891.65 9.100.1669E+06 0.0000 0.0000 30.82 3062. 9 0 0 4891.65 9.100.1869E+06 0.0000 0.0000 30.74 3093. 10 10 0 4891.65 9.100.1668E+06 0.0000 0.0000 30.67 3124. 10 20 0 4891.64 9.090.1668E+06 0.0000 0.0000 30.58 3155. 10 30 0 4891+64 9.090.1868E+06 0.0000 0.0000 30.50 3186. 10 40 0 4891.64 9.090.1868E+06 0.0000 0.0000 30.41 3217. 10 50 0 4891.64 9.090.1668E+06 0.0000 0.0000 30.32 3247. 10 11 0 10 0 4891.64 0 4891.64 9.090.1667E+06 9.090.1867E+06 0.0000 0.0000 0.0000 0.0000 30.23 30.13 3278. 3308. 11 20 0 4891.64 9.090.1867E+06 0.0000 0.0000 30.04 3339. 11 30 0 4891.64 9.090.1867E+06 0.0000 0.0000 29.93 3369. 11 40 0 4891.64 9.090.1867E+06 0.0000 0.0000 29.83 3399. 11 50 0 4891•.64 9.090.1866E+06 0.0000 0.0000 29.72 3429. 11 0 0 4891.63 9.080.1866E+06 0.0000 0.0000 29.62 3459. , 12 10 0 4891.63 9.080.1866E+06 0.0000 0.0000 29.51 3489. 12 20 0 4891.63 9.080.1866E+06 0.0000 0.0000 29.40 3519. 12 30 0 4891.63 9.080.1866E+06 0.0000 0.0000 29.28 3548. 12 40 0 4891+63 9.080.1865E+06 0.0000 0.0000 29.17 3578. 12 50 0 4891.63 9.080.1865E+06 0.0000 0.0000 29.05 3607. 12 0 0 4891.63 9.080.1865E+06 0.0000 0.0000 28.92 3636. 13 10 0 4891.63 9.080.1865E+06 0,0000 0.0000 28.79 3666. 13 20 0 4891.63 9.080.1865E+06 0,0000 0.0000 28.66 3695. 13 30 0 4891.62 9.070.1864E+06 0.0000 0.0000 28.53 3724, 13 40 0 4891+62 9.070.1864E+06 0.0000 0.0000 28.39 3752. 13 50 0 4891.62 9.070.1864E+06 0.0000 0.0000 28.25 3781. 13 0 0 4691.62 9.070.1864E+06 0.0000 0.0000 28.10 3810. 14 10 0 4891.62 9.070.1863E+06 0.0000 0.0000 27.95 3838. 14 20 0 4891.62 9.070.1863E+06 0.0000 0.0000 27.80 3866. 14 30 0 4891.62 9.070.1863E+06 0.0000 0,0000 27.64 3894. 14 40 0 4891.61 9.060.1862E+06 0.0000 0.0000 27.47 3922. 14 50 0 4891.61 9.060.1862E+06 0,0000 0.0000 27.29 3950. 14 0 0 4891.61 9.060.1862E+06 0.0000 0.0000 27.10 3978. 15 10 0 4891.61 9.060.1861E+06 0.0000 0.0000 26.91 4005. 15 20 0 4891.61 9.060.1861E+06 0,0000 0.0000 26.71 4031 15 30 0 4891.60 9.050.1861E+06 0.0000 0.0000 26.50 4060. 15 40 0 4891.60 9.050.1860E+06 0.0000 0.0000 26.28 4087. ' 15 50 0 4891.60 9.050.1860E+06 0.0000 0.0000 26.05 4114. 15 0 0 4891.60 9.050.1859E+06 0.0000 0.0000 25.80 4140. 16 10 0 4891+60 9.050.1859E+06 0.0000 0.0000 25.55 4166. 16 20 0 4891+59 9.040.1858E+06 0.0000 0.0000 25.28 4193. 16 30 0 4891.59 9.040.1658E+06 0.0000 0.0000 24.54 4218. , 16 40 0 4891.58 9.030.1857E+06 0.0000 0.0000 23.79 4244. 16 50 0 4891.58 9.030.1856E+06 0,0000 0.0000 23.43 4269. 16 0 0 4891.57 9.020.1855E+06 0.0000 0.0000 23.05 4294. 17 10 0 4891.57 9.020.1854E+06 0.0000 0.0000 22.65 4318. 17 20 0 4691.56 9.010.1853E+06 0.0000 0.0000 22.23 4342. 17 30 0 4891.56 9.010.1852E+06 0.0000 0.0000 21.79 4365. 17 40 0 4891.55 9.000.1851E+06 0.0000 0.0000 21.35 4388. 17 50 0 4891.55 9.000.1850E+06 0.0000 0.0000 20.89 4411. 17 0 0 4891.54 8.990.1849E+06 0.0000 0.0000 20.42 4433. Mean 4890.95 8.40 Maximum 4892.21 9.66 Minimum 4882.55 0.00 , +__•_•_________�_�--=----------------- =--------------' Time History of the H. G. L. ( feet) Max Ground Elevation: 4925.00 Time Max Crown Elevation: 4925.00 Junction:8 Hr Mn Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow ________ _________ _____ ________ ________ _______ ------ _____ M:VOBSl56"141daia\EXTRAN2KU eKXPS nm1564014x2.doc iB o152 Printed: 3:34 PM, 0628/00 ' 0 10 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 ' 3Q 0 20 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 0 30 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 0 40 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 ' 0 50 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 0 0 0 4898.09 0.00 40.87 0.0000 0.0000 0.0000 0.0000 1 10 0 4898.12 0.03 503.3 0.0000 0.00000.9517E-010.3757E-02 ' 1 1 20 30 0 4911,34 0 4903.98 4,21 5.89 506.1 46.74 1,1111 0.0000 1,0111 40.27 0.0000 85.14 39.45 124.4 1 40 0 4907.25 9.16 46.74 0.0000 0.0000 134.8 259.2 1 50 0 4907.50 9.41 46.74 0,0000 0.0000 109.2 368.3 1 0 0 4907.62 9.53 46.74 0,0000 0.0000 97.06 465.4 2 10 0 4907.47 9.38 46.74 0,0000 0.0000 82.18 547.6 2 20 0 4907.19 9.10 46.74 0,0000 0.0000 65.32 613.0 2 30 0 4906.86 8.77 46.74 0,0000 0.0000 48.24 661.2 2 40 0 4906.55 8.46 46.74 0.0000 0.0000 32.66 693.7 2 2 50 0 0 4916.32 0 4906.15 1,23 8.06 46,74 46.74 1,0001 0.0000 1,1000 21,21 0.0000 21.53 721.8 743.3 3 10 0 4905.97 7.88 46.74 0.0000 0.0000 19.19 762.3 3 20 0 4905.75 7.66 46.74 0.0000 0.0000 14.22 776.4 3 30 0 4905.51 7.42 46.74 0.0000 0.0000 11.83 788.3 3 40 0 4905.28 7.19 46.74 0,0000 0.0000 10.44 798.7 3 50 0 4905.05 6.96 46.74 0.0000 0.0000 9.507 808.3 3 0 0 4904.84 6.75 46.74 0.0000 0.0000 8.596 816.9 4 10 0 4904.63 6.54 46.74 0.0000 0.0000 6.733 623.6 4 20 0 4904.43 6.34 46.74 0.0000 0.0000 6.948 830.6 4 30 0 4904.24 6.15 46.74 0.0000 0.0000 6.326 836.9 4 40 0 4904.06 5.97 46.74 0.0000 0.0000 5.388 842.4 4 50 0 4903.95 5.86 46.74 0.0000 0.0000 4.902 847.2 4 0 0 4903.81 5.72 46.74 0.0000 0.0000 5.794 853.2 5 10 0 4903.66 5.57 61.29 0.0000 0.0000 3.123 856.3 5 20 0 4903.51 5.42 92.54 0.0000 0,0000 4.967 861.4 5 30 0 4903.37 5.28 112.1 0.0000 0.0000 5.877 867.4 5 40 0 4903.22 5.13 132.1 0.0000 0.0000 2.860 870.2 5 5 50 0 0 4903.08 0 4903.00 4.99 4.91 147.1 188.5 0.0000 0.0000 0.0000 3.526 0.0000-1.671 873.8 872.2 6 10 0 4902.67 4.58 356.2 0.0000 0.0000 1.934 874.7 6 20 0 4902.62 4.53 387.4 0,0000 0.0000-.1827 879.0 6 30 0 4902.48 4.39 468.6 0.0000 0.00000.3817E-01 880.6 6 40 0 4902.47 4.38 473.4 0.0000 0.0000 2.614 883.9 ' 6 50 0 4902.43 4.34 488.6 0.0000 0.0000 1.941 887.4 6 0 0 4902.37 4.28 519.8 0.0000 0.0000 1.382 889.8 7 10 0 4902.32 4.23 542.6 0.0000 0.00000.5833 890.6 7 7 20 30 0 4902.28 0 4902.27 4.19 4.18 553.6 559.2 0.0000 0.0000 0.00000.1301 0.0000-.9109E-01 890.7 890.6 7 40 0 4902.25 4.16 563.2 0.0000 0.0000-.5245E-01 890.5 7 50 0 4902.25 4.16 565.8 0.0000 0.0000-.1000E-02 890.5 7 0 0 4902.24 4.15 567.5 0.0000 0.00000.9663E-01 890.6 8 10 0 4902.23 4.14 568.6 0.0000 0.00000.1564 890.8 8 20 0 4902.23 4.14 569.1 0.0000 0.00000.2545 891.2 8 30 0 4902.23 4.14 569.1 0.0000 0.00000.3136 891.7 8 40 0 4902.23 4.14 569.0 0.0000 0.00000.3734 892.3 8 50 0 4902.23 4.14 568.5 0.0000 0.00000.4051 892.9 ' 8 0 0 4902.23 4.14 568.0 0.0000 0.00000.4077 893.6 9 10 0 4902.24 4.15 567.5 0.0000 0 A0000.3887 894.2 9 20 0 4902.24 4.15 567.1 0.0000 0.00000.3218 894.7 9 30 0 4902.24 4.15 567.2 0.0000 0.00000.2309 895.1 9 40 0 4902.24 4.15 567.4 0.0000 0.00000.1319 895.3 9 50 0 4902.23 4.14 568.2 0.0000 0.00000.1866E-01 895.3 9 0 0 4902.23 4.14 569.4 0.0000 0.0000-.6763E-01 695.2 10 10 0 4902.22 4.13 570.9 0.0000 0.0000-.1599 894.9 10 20 0 4902.22 4.13 572.7 0.0000 0.0000-.1972 894.6 ' 10 30 0 4902.21 4.12 574.6 0.0000 0.0000-.2143 894.2 10 40 0 4902.20 4.11 576.3 0.0000 0.0000-.1923 893.9 10 50 0 4902.20 4.11 577.9 0.0000 0.0000-.1222 893.7 10 0 0 4902.19 4.10 579.1 0.0000 0.0000-.3671E-01 893.6 11 10 0 4902.19 4.10 680.0 0.0000 0.00000.3840E-01 893.7 11 20 0 4902.19 4.10 580.6 0.0000 0.00000.1335 893.9 11 30 0 4902.19 4.10 580.8 0.0000 0.00000.2015 694.2 11 40 0 4902.19 4.10 580.7 0.0000 0.00000.1965 894.5 11 50 0 4902.18 4.09 580.9 0,0000 0.00000.1432 894.8 ' 11 0 0 4902.18 4.09 581.5 0.0000 0.00000.7770E-01 894.9 12 10 0 4902.18 4.09 582.4 0.0000 0.00000.1000E-02 894.9 12 20 0 4902.17 4.08 583.9 0.0000 0.0000-.9887E-01 894.7 12 30 0 4902.16 4.07 585.8 0.0000 0.0000-.1402 894.5 12 40 0 4902.16 4.07 587.6 0.0000 0.0000-.1069 894.3 12 50 0 4902.15 4.06 589.1 0.0000 0.0000-.3135E-01 894.2 12 0 0 4902.15 4.06 590.2 0,0000 0 00000 5905E-01 894.3 13 10 0 4902.14 4.05 590.7 0.0000 0.00000.1314 894.5 20 0 4902.14 4.05 591.0 0.0000 0.00000.1466 894.8 '13 MMO BSZ58 I4\data\EX NMModeVpswmmZWI 4x2.doc 19 of 62 Pnnte 3:34 PM, 0&28/00 2 13 30 0 4902.14 4.05 591.4 0.0000 0.00000.9398E-01 894.9 13 40 0 4902.13 4.04 592.3 0.0000 0.00000.5013E-02 894.9 13 50 13 0 0 4902.13 0 4902.12 4.04 593.7 4.03 595.4 0.0000 0.0000 0.0000-.6528E-01 894.8 0.0000-.9551E-01 894.6 14 10 0 4902.11 4.02 597.0 0.0000 0.0000-.9239E-01 894.5 14 20 0 4902.10 4.01 598.6 0.0000 0.0000-.6283E-01 894.4 14 30 0 4902.10 4.01 600.0 0.0000 0.0000-.1000E-02 894.4 14 40 0 4902.09 4.00 601.1 0.0000 0.00000.6700E-01 894.5 14 50 0 4902.08 3.99 601.8 0.0000 0.00000.1147 894.7 14 0 0 4902.08 3.99 602.4 0.0000 0.00000.1277 894.9 15 10 0 4902.07 3.98 603.1 0.0000 0.00000.9447E-01 895.0 15 20 0 4902.07 3.98 604.0 0.0000 0.00000.2430E-01 895.1 15 30 0 4902.06 3.97 605.4 0.0000 0.0000-.4696E-01 895.0 15 40 0 4902.05 3.96 607.0 0.0000 0.0000-.7638E-01 894.9 15 50 0 4902.03 3.94 608.7 0.0000 0.0000-.4971E-01 894.8 15 0 0 4902.02 3.93 610.2 0.0000 0.00000.1955E-01 894.8 16 10 0 4902.01 3.92 611.3 0.0000 0.00000.8787E-01 894.9 16 20 0 4902.01 3.92 612.3 0.0000 0.00000.1036 895.1 16 30 0 4901.98 3.89 615.0 0.0000 0.00000.2806 895.8 16 40 0 4901.94 3.85 619.9 0.0000 0.00000.2356E-01 895.8 16 50 0 4901.93 3.84 621.8 0.0000 0.00000.2515E-01 895.8 16 0 0 4901.91 3.82 632.2 0.0000 0.00000.2602E-01 895.9 17 10 0 4901.90 3.81 643.2 0.0000 0.00000.2706E-01 895.9 17 20 0 4901.88 3.79 654.9 0.0000 0.00000.2742E-01 896.0 17 30 0 4901.86 3.77 666.9 0,0000 0.00000.2785E-01 896.0 17 40 0 4901.84 3.75 679.3 0,0000 0.00000.2831E-01 896.1 17 50 0 4901,82 3.73 692.1 0.0000 0.00000.2886E-01 896.1 17 0 0 4901.80 3.71 710.6 0.0000 0.00000.2945E-01 896.2 Mean 4902.67 4.58 Maximum Minimum 4907.62 4898.09 9.53 0.00 •_-------- -__ """ ---------"""'""• Time History of the H. G. L. ( feet) +_.._..__� '__� _="-'==a_.....===------------------ Max Ground Elevation: 4925.00 ' Time Max Crown Elevation: 4925.00 Junction:9 Hr:Mn:Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow _______ _____ ----- _........ ----- _______ 0 10 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 0 20 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 0 30 0 40 0 0 4899.37 4899.37 0.00 0.00 53.94 53.94 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0 50 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 0 0 0 4899.37 0.00 53.94 0.0000 0.0000 0.0000 0.0000 1 10 0 4899.48 0.11 281.2 0.0000 0,00000.1824 0.5633E-01 1 20 0 4902.63 3.26 415.4 0,0000 0.0000 33.D2 31.97 1 30 0 4905.05 5.68 56.83 0,0000 0.0000 62.34 93.88 ' 1 40 0 4910.17 10.80 56.83 0.0000 0.0000 104.6 198.7 1 50 0 4910.04 10.67 56.83 0.0000 0.0000 98.92 297.0 .1 0 2 10 0 0 4909.74 4909.04 10.37 9.67 56.83 56.83 0.0000 0.0000 0.0000 0.0000 89.47 77.39 386.9 464.3 2 20 0 4908.20 8.83 56.83 0.0000 0.0000 61.66 526.4 2 30 0 4907.40 8.03 56.83 0.0000 0.0000 45,87 572.4 2 40 0 4906.88 7.51 56.83 0.0000 0.0000 34.95 603.2 2 50 0 4906.51 7.14 56.83 0.0000 0.00000.1000E-02 629.8 2 0 0 4906.40 7.03 56.83 0.0000 0.0000-.1000E-02 650.2 ' 3 10 0 4906.08 6.71 56.83 0.0000 0.0000 31.42 668.9 3 20 0 4905.B2 6.45 56.83 0.0000 0.0000 13.58 683.0 3 30 3 40 0 0 4905.55 4905.31 6.18 5.94 56.83 56.83 0.0000 0.0000 0,0000 0.0000 11.73 10.36 694.7 705.1 3 50 0 4905.08 5.71 56.83 0.0000 0.0000 9.447 714.6 3 0 0 4904.86 5.49 56.83 0.0000 0.0000 8.546 723.2 4 10 0 4904.63 5.26 56.83 0.0000 0.0000 20.36 729.9 4 20 0 4904.44 5.07 56.83 0.0000 0.0000 20.84 736.8 4 30 0 4904.25 4.88 82.81 0.0000 0.0000 18.92 743.1 4 40 0 4904.06 4.69 115.9 0.0000 0,0000 20.99 748.5 4 50 0 4903.97 4.60 128.8 0.0000 0.0000 19.65 753.4 4 0 0 4903.83 4.46 145.8 0.0000 0.0000 9.998 759.2 5 10 0 4903.67 4.30 173.5 0.0000 0.0000 12.39 762.3 5 20 0 4903.49 4.12 213.2 0,0000 0.0000 8.131 767.3 5 30 0 4903.38 4.01 234.4 0,0000 0.0000 5.801 773.2 5 40 0 4903.22 3.85 254.4 0.0000 0,0000 4,858 776.0 5 50 0 4903.09 3.72 301.0 0.0000 0.0000 3.464 779.6 M:UOBSSZ64-014\daWa E%TR N2MModelftsw ml564014x2.dm 20 d52 Pnnied: 3:34 PM, 06/28/00 ' I r I I I I I 5 0 0 4903.01 3.64 323.6 0.0000 0.0000-1.708 777.9 6 10 0 4902.66 3.29 389.1 0.0000 0.0000 1.375 779.8 6 20 0 4902.49 3.12 412.6 0.0000 0.0000 1.327 779.6 6 30 0 4902.39 3.02 455.0 0.0000 0.0000-.1000E-02 779.7 6 40 0 4902.41 3.04 449.8 0.0000 0.00000.1000E-02 782.3 6 50 0 4902.43 3.06 451.4 0.0000 0.0000-.1000E-02 784.2 6 0 0 4902.34 2.97 474.9 0.0000 0.00000.1000E-02 785.6 7 10 0 4902.28 2.91 491.5 0.0000 0.00000.1000E-02 786.2 7 20 0 4902.26 2.89 498.4 0.0000 0.00000.1000E-02 786.3 7 30 0 4902.24 2.87 502.3 0.0000 0.00000.1000E-02 786.2 7 40 0 4902.23 2.86 504.8 0.0000 0.0000-.6955E-01 786.2 7 50 0 4902.23 2.86 506.5 0.0000 0.00000.1000E-02 786.2 7 0 0 4902.22 2.85 507.5 0.0000 0.00000.1048 786.3 8 10 0 4902.22 2.85 508.1 0.0000 0.0000-.1000E-02 786.4 8 20 0 4902.22 2.85 508.3 0.0000 0,00000.1002 786.7 8 30 0 4902.22 2.85 508.0 0.0000 0.0000-.1000E-02 787.0 8 40 0 4902.23 2.86 507.5 0.0000 0,00000.1177 787.4 8 50 0 4902.23 2.86 506.9 0.0000 0.00000.1000E-02 787.8 8 0 0 4902.23 2.86 506.1 0.0000 0.00000.8042E-01 788.2 9 10 0 4902.24 2.87 505.5 0.0000 0.00000.1000E-02 788.6 9 20 0 4902.24 2.87 504.9 0.0000 0.00000.1064 788.9 9 30 0 4902.24 2.87 504.7 0.0000 0.00000.1000E-02 789.1 9 40 0 4902.24 2.87 504.7 0.0000 0.0000-.1000E-02 789.3 9 50 0 4902.24 2.87 505.4 0.0000 0.00000.1000E-02 789.3 9 0 0 4902.24 2.87 506.4 0.0000 0.00000.1000E-02 789.2 10 10 0 4902.23 2.86 507.7 0.0000 0.0000-.1000E-02 789.1 10 20 0 4902.22 2.85 509.4 0.0000 0.0000-.1000E-02 788.9 10 30 0 4902.21 2.84 511.3 0.0000 0.0000-.1629 788.6 10 40 0 4902.20 2.83 513.0 0.0000 0.00000.1000E-02 788.5 10 50 0 4902.19 2.82 514.5 0.0000 0.0000-.1000E-02 788.3 10 0 0 4902.19 2.82 515.7 0.0000 0.00000.4631E-01 788.3 11 10 0 4902.18 2.81 516.4 0.0000 0.0000-.1000E-02 788.3 11 20 0 4902.18 2.81 516.8 0.0000 0.0000-.1000E-02 788.5 11 30 0 4902.18 2.81 516.8 0.0000 0.00000.8034E-01 788.7 11 40 0 4902.19 2.82 516.5 0.0000 0.0000-.1000E-02 788.9 11 50 0 4902.19 2.82 516.5 0.0000 0.00000.1000E-02 789.0 11 0 0 4902.19 2.82 516.8 0.0000 0.0000-.1000E-02 789.1 12 10 0 4902.18 2.81 517.7 0.0000 0.0000-.1000E-02 789.1 12 20 0 4902.17 2.80 519.2 0.0000 0.0000-.1000E-02 789.0 12 30 0 4902.17 2.80 521.1 0.0000 0.00000.3175E-01 788.8 12 40 0 4902.16 2.79 523.0 0.0000 0.0000-.1000E-02 788.7 12 50 0 4902.15 2.78 524.7 0.0000 0.0000-.1000E-02 788.7 12 0 0 4902.14 2.77 525.7 0.0000 0.00000.1770E-01 788.8 13 10 0 4902.14 2.77 526.1 0.0000 0.00000.2106E-01 788.9 13 20 0 4902.14 2.77 526.2 0.0000 0.00000.2150E-01 789.0 13 30 0 4902.14 2.77 526.4 0.0000 0.00000.1854E-01 789.1 13 40 0 4902.14 2.77 527.3 0.0000 0.00000.1381E-01 789.1 13 50 0 4902.13 2.76 528.9 0.0000 0.00000.1019E-01 789.1 13 0 0 4902.12 2.75 530.8 0.0000 0.00000.1412E-01 789.0 14 10 0 4902.11 2.74 532.7 0.0000 0.00000.1392E-01 788.9 14 20 0 4902.10 2.73 534.7 0.0000 0.00000.1373E-01 788.8 14 30 0 4902.09 2.72 536.3 0.0000 0.00000.1353E-01 788.8 14 40 0 4902.09 2.72 537.5 0.0000 0.00000.1334E-01 788.9 14 50 0 4902.08 2.71 538.3 0.0000 0.00000.1314E-01 789.0 14 0 0 4902.08 2.71 538.8 0.0000 0.00000.1294E-01 789.1 15 10 0 4902.08 2.71 639.6 0.0000 0.00000.1275E-01 789.2 15 20 0 4902.07 2.70 540.7 0.0000 0.00000.1255E-01 789.3 15 30 0 4902.06 2.69 542.4 0.0000 0.00000.1236E-01 789.2 15 40 0 4902.05 2.68 544.5 0.0000 0.00000.1216E-01 789.1 15 50 0 4902.03 2.66 546.8 0.0000 0.00000.1196E-01 789.1 15 0 0 4902.02 2.65 548.7 0.0000 0.00000.1177E-01 789.1 16 10 0 4902.01 2.64 550.1 0.0000 0.00000.1157E-01 789.2 16 20 0 4902.01 2.64 551.3 0.0000 0.00000.1138E-01 789.3 16 30 0 4901.99 2.62 554.7 0.0000 0.00000.1118E-01 789.6 16 40 0 4901.94 2.57 561.9 0.0000 0.00000.1098E-01 789.6 16 50 0 4901.93 2.56 564.4 0.0000 0.00000.1079E-01 789.6 16 0 0 4901.91 2.54 566.5 0.0000 0.00000.1059E-01 789.7 17 10 0 4901.90 2.53 568.8 0.0000 0.00000.1040E-01 789.7 17 20 0 4901.88 2.51 571.2 0.0000 0.00000.1020E-01 789.7 17 30 0 4901.86 2.49 573.6 0.0000 0.00000.1000E-01 789.7 17 40 0 4901.84 2.47 576.2 0.0000 0.00000.9807E-02 789.8 17 50 0 4901.82 2.45 578.8 0.0000 0.00000.9611E-02 789.8 17 0 0 4901.80 2.43 581.5 0.0000 0.00000.9415E-02 789.8 Mean 4902.87 3.50 Maximum 4910.17 10.80 Minimum 4899.37 0.00 13z IM:VOBSSZ6a-0141daW EXTF AN2MMotloWIX mm\564014x2.dw 21 o152 Printed: 3:34 PM. 062fl/00 Time History of the H. G. 1. ( feet) Max Ground Elevation: 4910.00 ' Time Max Crown Elevation: 4910.00 Junction:10 Hr: Mn Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow ' 0 10 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 0 20 0 30 0 0 4898.43 4898.43 0.00 48.97 0.00 48.97 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ' 0 40 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 0 50 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 ' 0 0 0 4898.43 0.00 48.97 0.0000 0.0000 0.0000 0.0000 1 10 0 4898.43 0.00 242.5 0.0000 0.0000 0,0000 0.0000 1 20 0 4899.01 0.58 286.7 0.0000 0.0000 26.29 26.13 1 30 0 4899.66 1.23 296.9 0.0000 0.0000 40.50 66.07 1 40 0 4903.33 4.90 51.42 0.0000 0.0000 61.24 127.1 1 50 1 0 0 0 4904.93 4905.58 6.50 51.42 7.15 51.42 0.0000 0.0000 0.0000 0.0000 63.73 64.41 190.8 255.1 2 10 0 4905.96 7.53 51.42 0.0000 0.0000 64.65 319.8 2 20 0 4906.16 7.73 51.42 0.0000 0.0000 64.28 384.0 2 30 0 4906.21 7.78 51.42 0.0000 0,0000 63.24 447.3 2 40 0 4906.12 7.69 61.42 0.0000 0.0000 62.02 509.3 , 2 50 0 4905.99 7.56 51.42 0.0000 0.0000 60.95 570.3 2 0 0 4905.85 7.42 51.42 0.0000 0.0000 60.02 630.3 3 10 3 20 0 4905.68 0 4905.48 7.25 51.42 7.05 51.42 0.0000 0.0000 0.0000 59.23 0.0000 58.51 689.E 748.1 ' 3 30 0 4905.25 6.82 51.42 0.0000 0.0000 57.84 806.0 3 40 0 4905.00 6.57 51.42 0.0000 0.0000 57.25 863.2 3 50 0 4904.77 6.34 51.42 0.0000 0.0000 56.72 920.0 3 0 0 4904.54 6.11 51.42 0.0000 0.0000 56.22 976.2 4 10 0 4904.31 5.88 51.42 0.0000 0,0000 55.74 1032. 4 20 0 4904.09 5.66 51.42 0.0000 0.0000 55.27 1087. 4 30 0 4903.89 5.46 51.42 0,0000 0.0000 54.82 1142. 4 40 4 50 0 4903.69 0 4903.58 5.26 51.42 5.15 51.42 0.0000 0.0000 0.0000 54.40 0.0000 54.15 1197. 1251. 4 0 0 4903.44 5.01 51.42 0.0000 0.0000 53.83 1305. 5 10 0 4903.25 4.82 51.42 0,0000 0.0000 53.41 1358. 5 20 0 4903.09 4.66 51.42 0.0000 0.0000 53.05 1411. 5 30 0 4902.90 4.47 51.42 0.0000 0.0000 52.60 1464. 5 40 0 4902.64 4.21 51.42 0.0000 0,0000 51.98 1516. 5 50 0 4902.30 3.87 51.42 0.0000 0.0000 51.14 1567. 5 0 0 4901.73 3.30 51.42 0.0000 0.0000 49.70 1617. 6 10 0 4901.04 2.61 144.0 0.0000 0.0000 48.35 1665. 6 20 0 4900.38 1.95 254.1 0.0000 0.0000 45.42 1711. 6 30 0 4900.17 1.74 276.7 0.0000 0,0000 42.25 1753. 6 40 0 4900.01 1.58 288.1 0,0000 0.0000 39.49 1792. 6 50 0 4899.89 1.46 293.4 0,0000 0.0000 37.32 1830. 6 0 0 4899.80 1.37 295.8 0.0000 0.0000 35.66 1865. -7 10 0 4899.73 1.30 296.9 0.0000 0.0000 34.43 1900. 7 20 0 4899.68 1.25 296.9 0.0000 0,0000 33.55 1933. 7 30 0 4899.64 1.21 296.9 0.0000 0.0000 32.91 1966. 7 40 0 4899.62 1.19 296.7 0.0000 0.0000 32.45 1999. 7 50 0 4899.60 1.17 296.3 0.0000 0.0000 32.11 2031. 7 0 0 4899.58 1.15 296.1 0.0000 0.0000 31.86 2063. 8 10 0 4899.57 1.14 295.9 0.0000 0.0000 31.68 2094. 8 20 0 4899.56 1.13 295.8 0.0000 0.0000 31.54 2126. 8 30 0 4899.55 1.12 295.7 0.0000 0.0000 31.43 2157. 8 40 0 4899.55 1.12 295.6 0.0000 0.0000 31.34 2189. ' 8 50 0 4899.54 1.11 295.5 0.0000 0.0000 31.26 2220. 8 0 0 4899.54 1.11 295.4 0.0000 0.0000 31.19 2251. 9 10 0 4899.54 1.11 295.4 0.0000 0,0000 31.12 2282. 9 20 0 4899.53 1.10 295.3 0.0000 0.0000 31.04 2313. 9 30 0 4899.53 1.10 295.2 0.0000 0.0000 30.97 2344. 9 40 0 4899.52 1.09 295.1 0.0000 0.0000 30.89 2375. 9 50 0 4899.52 1.09 294.9 0.0000 0.0000 30.82 2406. 9 0 0 4899.51 1.08 294.8 0.0000 0.0000 30.74 2437. 10 10 0 4899.51 1.08 294.7 0.0000 0.0000 30.66 2467. 10 20 0 4899.51 1.08 294.5 0.0000 0.0000 30.58 2498. 10 30 0 4899.50 1.07 294.4 0.0000 0.0000 30.50 2529. 10 40 0 4899.50 1.07 294.2 0.0000 0.0000 30.41 2559. 10 50 0 4899.49 1.06 294.1 0.0000 0.0000 30.32 2589. 10 0 0 4899.49 1.06 293.9 0.0000 0.0000 30.23 2620. 11 10 0 4899.48 1 05 223 8 0,0000 0.0000 30.13 2650. 11 20 0 4899.48 1.05 293.6 0.0000 0.0000 30.03 2680. 11 30 0 4899.47 1.04 293.4 0.0000 0.0000 29.93 2710. M:UOSSt564-014Waia\E%TRA1,12K ooeN(pswmml564014x2.doc 22 o152 Pnnte 3:34 PM, 06128100 I I i 11 40 0 4899.47 1.04 293.2 0.0000 0.0000 29.83 2739. 11 50 0 4899.46 1.03 293.0 0.0000 0.0000 29.72 2769. 11 0 0 4899.45 1.02 292.9 0.0000 0.0000 29.61 2799. 12 10 0 4899.45 1.02 292.7 0.0000 0.0000 29.50 2828. 12 20 0 4899.44 1.01 292.5 0.0000 0.0000 29.39 2858. 12 30 0 4899.44 1.01 292.3 0.0000 0.0000 29.28 2887. 12 40 0 4899.43 1.00 292.1 0.0000 0.0000 29.16 2916. 12 50 0 4899.42 0.99 291.8 0.0000 0.0000 29.04 2945. 12 0 0 4899.42 0.99 291.4 0.0000 0.0000 28.92 2974. 13 10 0 4899.41 0.98 291.1 0.0000 0,0000 28.79 3003. 13 20 0 4899.40 0.97 290.8 0.0000 0.0000 28.66 3032. 13 30 0 4899.40 0.97 290.4 0.0000 0.0000 28.52 3060. 13 40 0 4899.39 0.96 290.0 0,0000 0.0000 28.38 3088, 13 50 0 4899.38 0.95 289.7 0.0000 0.0000 28.24 3117. 13 0 0 4899.37 0.94 289.3 0.0000 0.0000 28.10 3145. 14 10 0 4899.37 0.94 288.9 0.0000 0.0000 27.95 3173. 14 20 0 4899.36 0.93 288.5 0.0000 0.0000 27.79 3201. 14 30 0 4899.35 0.92 288.0 0.0000 0.0000 27.63 3228. 14 40 0 4899.34 0.91 287.6 0.0000 0.0000 27.46 3256. 14 50 0 4899.33 0.90 287.1 0,0000 0.0000 27.29 3283. 14 0 0 4899.32 0.89 286.4 0.0000 0.0000 27.10 3310. 15 10 0 4899.31 0.88 285.7 0,0000 0.0000 26.91 3337. 15 20 0 4899.30 0.87 285.0 0.0000 0.0000 26.71 3364. 15 30 0 4899.29 0.86 284.2 0,0000 0.0000 26.50 3390. 15 40 0 4899.27 0.84 283.4 0.0000 0.0000 26.28 3416. 15 50 0 4899.26 0.83 282.6 0.0000 0.0000 26.04 3443. 15 0 0 4899.25 0.82 281.7 0.0000 0.0000 25.80 3468. 16 10 0 4899.23 0,80 280.7 0.0000 0.0000 25.54 3494. 16 20 0 4899.22 0.79 279.5 0,0000 0.0000 25.27 3519. 16 30 0 4899.18 0.75 275.9 0.0000 0.0000 24.58 3544. 16 40 0 4899.13 0.70 272.2 0.0000 0.0000 23.78 3567. 16 50 0 4899.11 0.68 270.1 0.0000 0.0000 23.42 3591. 16 0 0 4899.09 0.66 267.7 0.0000 0.0000 23.04 3614. 17 10 0 4899.07 0.64 265.2 0.0000 0.0000 22.64 3637. 17 20 0 4899.04 0.61 262.5 0.0000 0.0000 22.21 3669. 17 30 0 4899.02 0.59 259.3 0.0000 0.0000 21.78 3681. 17 40 0 4898.99 0.56 255.8 0.0000 0.0000 21.34 3702. 17 50 0 4898.96 0.53 252.1 0.0000 0.0000 20.88 3723. 17 0 0 4898.93 0.50 248.2 0.0000 0.0000 20.41 3743. Mean 4900.63 2.20 Maximum 4906.21 7.78 Minimum 4898.43 0.00 ------- ==__ ------ _-_-- _-=aa................. Time History of the H. G. L. (feet) l Max Ground Elevation: 4896.50 Time Max Crown Elevation: 4896.50 Junction:14 Hr:Mn:Sc Elevation Depth Tot] Area Node Area Volume Inflow Outflow ------- ------- ----------- -----" --------- ----- ----' 93� 0 10 0 4111,41 1.11 138.8 0,0111 1,1100 1,11111,1111 0 20 0 4878.55 1.10 138.3 0.0000 0.0000 0.00000.9141 0 30 0 4878.56 1.11 138.2 0.0000 0.0000 0.00000.9523 0 40 0 4878.55 1.10 138.4 0.0000 0.0000 0.00000.8210 0 50 0 4878.52 1.07 138.5 0.0000 0.0000 0.00000.6926 0 0 0 4878.52 1.07 138.6 0.0000 0.0000 0,00000.6648 1 10 0 4878.52 1.07 138.6 0.0000 0.0000 0.00000.7242 1 20 0 4878.88 1.43 128.1 0.0000 0.0000 6.030 6.748 1 30 0 4878.96 1.51 123.5 0.0000 0.0000 7.004 13.72 1 40 0 4171,16 1,71 105.E 0,0000 1,1010 1,000 22,17 1 50 0 4879.51 2.06 71.49 0,0000 0.0000 11.01 33.66 ' 1 0 0 4879.72 2.27 59.24 0.0000 0.0000 12.38 46.01 2 10 0 4880.03 2.58 29.47 0.0000 0.0000 13.54 59.54 2 20 0 4880.39 2.94 29.47 0.0000 0.0000 15.10 74.61 2 30 0 4880.80 3.35 29.47 0.0000 0.0000 16.69 91.27 ' 2 40 0 4881.28 3.83 29.47 0,0000 0,0000 18.41 109.7 2 50 0 4881.65 4.20 29.47 0.0000 0,0000 19.62 129.3 2 0 0 4881.94 4.49 29.47 0.0000 0.0000 20.53 149.8 3 10 0 4112,14 4,69 21,47 0,0000 0,0110 21,11 170.9 3 20 0 4882.26 4.81 29.47 0.0000 0.0000 21.47 192.3 3 30 0 4882.32 4.87 29.47 0,0000 0.0000 21.64 214.0 3 40 0 4882.34 4.89 29.47 0,0000 0.0000 21.68 235.6 3 50 0 4882.33 4.88 29.47 0,0000 0.0000 21.66 257.3 0 0 4882.31 4.86 29.47 0.0000 0.0000 21.61 278.9 '3 M:VOBS\564-014\data\EXTRANMMWeMp5wmmZW14s2.doc 23 of 52 Printed: 3:34 PM, 06/28100 JtAM6HUWN ' 1i/J1G 4 10 0 4882.29 4.84 29.47 0,0000 0,0000 21.55 300.5 4 20 0 4882.27 4.82 29.47 0.0000 0,0000 21.49 322.0 4 30 0 4882.25 4.80 29.47 0.0000 0.0000 21.44 343.4 4 40 0 4882.24 4.79 29.47 0.0000 0.0000 21.39 364.8 4 50 0 4882.23 4.78 29.47 0.0000 0.0000 21.36 386.1 4 0 0 4882.21 4.76 29.47 0,0000 0.0000 21.32 407.5 5 10 0 4882.20 4.75 29.47 0.0000 0.0000 21.28 428.8 5 20 0 4882.19 4.74 29.47 0.0000 0.0000 21.25 450.0 5 30 0 4882.18 4.73 29.47 0.0000 0.0000 21.21 471.2 ' 5 40 0 4882.16 4.71 29.47 0.0000 0.0000 21.18 492.4 5 50 0 4882.15 4.70 29.47 0.0000 0.0000 21.14 513.5 5 0 0 4882.14 4.69 29.47 0.0000 0.0000 21A 534.6 6 10 0 4882.12 4.67 29.47 0.0000 0.0000 21.05 555.7 ' 6 20 0 4882.10 4.65 29.47 0.0000 0,0000 21.00 576.7 6 30 0 4882.08 4.63 29.47 0.0000 0.0000 20.94 597.6 6 40 0 4882.06 4.61 29.47 0.0000 0.0000 20.87 618.5 6 50 0 4882.04 4.59 29.47 0.0000 0.0000 20.80 639.3 6 0 0 4882.01 4.56 29.47 0.0000 0.0000 20.72 660.0 ' 7 10 0 4881.99 4.54 29.47 '0.0000 0.0000 20.65 680.7 7 20 0 4881.96 4.51 29.47 0.0000 0.0000 20.58 701.3 7 30 0 4881.94 4.49 29.47 0.0000 0.0000 20.52 721.8 7 40 0 4881.93 4.48 29.47 0.0000 0.0000 20.47 742.2 7 50 0 4881.91 4.46 29.47 0.0000 0.0000 20.41 762.7 7 0 0 4881.89 4.44 29.47 0.0000 0.0000 20.36 783.0 8 10 0 4881.88 4.43 29.47 0.0000 0.0000 20.32 803.3 8 20 0 4881.86 4.41 29.47 0.0000 0.0000 20.27 823.6 8 30 0 4881.85 4.40 29.47 0.0000 0.0000 20.23 843.8 8 40 0 4881.84 4.39 29.47 0.0000 0.0000 20.20 864.0 8 50 0 4881.83 4.38 29.47 0.0000 0.0000 20.17 884.2 8 0 0 4881.82 4.37 29.47 0.0000 0.0000 20.15 904.4 9 10 0 4881.62 4.37 29.47 0.0000 0.0000 20.14 924.5 9 20 0 4681.82 4.37 29.47 0.0000 0.0000 20.13 944.6 9 30 0 4881.81 4.36 29.47 0.0000 0.0000 20.12 964.8 9 40 0 4881.81 4.36 29.47 0.0000 0.0000 20,12 984.9 9 50 0 4881.81 4.36 29.47 0.0000 0.0000 20,11 1005. 9 0 0 4881.81 4.36 29.47 0.0000 0.0000 20.11 1025. , 10 10 0 4881.81 4.36 29.47 0.0000 0.0000 20.10 1045. 10 20 0 4881.81 4.36 29.47 0.0000 0.0000 20.10 1065. 10 30 0 4881.81 4.36 29.47 0.0000 0.0000 20.10 1085. 10 40 0 4881.81 4.36 29.47 0.0000 0,0000 20.10 1106. 10 50 0 4881.80 4.35 29.47 0.0000 0,0000 20.09 1126. 10 0 0 4881.80 4.35 29.47 0.0000 0.0000 20.09 1146. 11 10 0 4881.80 4.35 29.47 0.0000 0.0000 20.09 1166. 11 20 0 4881.80 4.35 29.47 0.0000 0.0000 20.08 1186. 11 30 0 4881.80 4.35 29.47 0.0000 0.0000 20.08 1206, , 11 40 0 4881.80 4.35 29.47 0.0000 0.0000 20.08 1226. 11 50 0 4881.80 4.35 29.47 0.0000 0.0000 20.08 1246. 11 0 0 4881.80 4.35 29.47 0.0000 0.0000 20.07 1266. 12 10 0 4881.80 4.35 29.47 0.0000 0,0000 20.07 1286. , 12 20 0 4881.80 4.35 29.47 0.0000 0.0000 20.07 1306. 12 30 0 4881.80 4.35 29.47 0.0000 0.0000 20.06 1326. 12 40 0 4881.79 4,34 29.47 0.0000 0.0000 20.06 1346. 12 50 0 4881.79 4.34 29.47 0.0000 0,0000 20.06 1366. 12 0 0 4881.79 4.34 29.47 0.0000 0.0000 20.05 1387. 13 10 0 4881.79 4.34 29.47 0.0000 0.0000 20.05 1407. 13 20 0 4881.79 4.34 29.47 0.0000 0.0000 20.05 1427. 13 30 0 4881.79 4.34 29.47 0.0000 0.0000 20.04 1447. 13 40 0 4881.79 4.34 29.47 0.0000 0.0000 20.04 1467. 13 50 0 4881.79 4.34 29.47 0.0000 0.0000 20.03 1487. 13 0 0 4881.78 4.33 29.47 0.0000 0.0000 20.03 1507. 14 10 0 4881.78 4.33 29.47 0.0000 0.0000 20.03 1527. 14 20 0 4881.78 4.33 29.47 0.0000 0.0000 20.02 1547. 14 30 0 4881.78 4.33 29.47 0.0000 0.0000 20.02 1567. ' 14 40 0 4881.78 4.33 29.47 0.0000 0.0000 20.01 1587. 14 50 0 4881.78 4.33 29.47 0.0000 0.0000 20.01 1607. 14 0 0 4881.78 4.33 29.47 0.0000 0.0000 20.00 1627. 15 10 0 4881.77 4.32 29.47 0.0000 0.0000 20.00 1647, ' 15 20 0 4881.77 4.32 29.47 0.0000 0.0000 19.99 1667. 15 30 0 4881.77 4.32 29.47 0.0000 0.0000 19.99 1687. 15 40 0 4881.77 4.32 29.47 0.0000 0.0000 19.98 1707, 15 50 0 4881,77 4.32 29.47 0.0000 0.0000 19.97 1727. 15 0 0 4881.76 4.31 29.47 0.0000 0.0000 19.97 1747. 16 10 0 4881.76 4.31 29.47 0.0000 0.0000 19.96 1767. 16 20 0 4881.76 4.31 29.47 0.0000 0.0000 19.95 1787. 16 30 0 4881.76 4.31 29.47 0,0000 0.0000 19.94 1807. 16 40 0 4881.75 4.30 29.47 0.0000 0.0000 19.93 1827. ' 16 50 0 4881. 75 4.30 29.47 0.0000 0.0000 19.91 1846. 16 0 0 4881 74 4 29_24 47 0,))j100_Q,9Q(!0_1240_1$54 17 10 0 4881.74 4.29 29.47 0.0000 0.0000 19.88 1886. 17 20 0 4881.73 4.28 29.47 0.0000 0.0000 19.87 1906. M:UOBS\564-014\data\EXTRAN2"U eN(ps Mm 564014x2.doc 24 of 52 PnnteE: 3J4 PM, 06 &00 ' SEAR -BROWN I 17 30 0 4881.73 4.28 29.47 17 40 0 4881.72 4.27 29.47 17 50 0 4881.72 4.27 29.47 17 0 0 4881.71 4.26 29.47 Mean 4881.51 4.06 Maximum 4882.34 4.89 Minimum 4878.47 1.02 0.0000 0.0000 19.85 1926. 0.0000 0.0000 19.84 1946. 0.0000 0.0000 19.82 1966. 0.0000 0.0000 19.80 1985. ' Time History of the H. G. L. ( feet) l +----------------- - Max Ground Elevation: 4920.00 ' Time Max Crown Elevation: 4920.00 Junction:13 Hr:Mn:Sc Elevation Depth Totl Area Node Area Volume Inflow Outflow ------- -------' ----------- -------- ------- ----- ------- 13(. 0 10 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 20 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 30 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 40 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 50 0 4902.12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 0 0 0 4902,12 0.00 28.71 0.0000 0.0000 0.0000 0.0000 1 10 0 4902.15 0.03 28.85 0.0000 0.00000.1838 0.1824 1 20 0 4903.18 1.060.1551E+05 0.0000 0.0000 51.24 33.20 1 30 0 4105,11 3.070.1866E+01 0.0001 0.0000 189.4 95.54 1 40 0 4910.23 8.110.2791E+05 0.0000 0.0000 213.7 266.4 ' 1 50 0 4910.09 7.970.2791E+05 0.0000 0.0000 105.8 381.3 1 0 0 4909.79 7.670.2791E+05 0.0000 0.0000 63.86 470.8 2 10 0 4909.08 6.960.2791E+05 0.0000 0.0000 38.96 548.2 2 20 0 4908.23 6.110.2453E+05 0.0000 0.0000 26.14 609.9 ' 2 30 0 4907.42 5.300.2253E+05 0.0000 0.0000 18.66 655.7 2 40 0 4906.88 4.760.2160E+05 0.0000 0.0000 15.58 690.7 2 50 0 4906.59 4.470.2109E+05 0.0000 0.0000 13.84 690.7 2 3 0 10 0 0 4911+31 4906+10 4.230.2067E+OS 3.980.2024E+05 0.0011 0.0000 0.0000 10.21 0.0000 6.383 690.7 722.1 3 20 0 4905+82 3.700.1974E+05 0.0000 0.0000 4.542 735.7 3 30 0 4905+55 3.430.1928E+05 0.0000 0.0000 3.600 747.4 3 40 0 4905+31 3.190.1886E+05 0.0000 0.0000 3.021 757.8 3 50 0 4905+08 2.960.1846E+05 0.0000 0.0000 2.600 767.2 3 0 0 4904.86 2.740.1808E+05 0.0000 0.0000 2.050 775.8 4 10 0 4904.65 2.530.1772E+05 0.0000 0.0000 1.599 796.1 4 20 0 4904.47 2.350.1740E+05 0.0000 0.0000 1.245 817.0 4 30 0 4104,21 2.160.1707E+15 0.0000 0+10000.9101 835.9 ' 4 40 0 4904.10 1.980.1676E+05 0.0000 0+00000.7742 856.9 4 50 0 4904.02 1.900.1661E+05 0.0000 0+00000,5978 876.5 4 0 0 4903.84 1.720.1637E+05 0.0000 0+00000.4700 886.5 5 10 0 4903.70 1.580.1618E+05 0.0000 0+00000,3623 898.9 5 20 0 4903.51 1.390.1594E+05 0.0000 0.00000.2689 907.0 t 5 30 0 4903.38 1.260.1578E+05 0.0000 0,00000.2001 912.8 5 40 0 4903.23 1.110.1557E+05 0.0000 0.00000.1511 917.7 5 50 0 4903.09 0.970.1539E+05 0.0000 0.00000.1096 921.2 ' 5 6 0 10 0 0 4903,00 4902.66 0.880.1314E+11 0.54 31.13 0.0010 0.0000 0.00000.9002E-01 0.00000.8038E-01 919.5 920.8 6 20 0 4902.48 0.36 30.38 0.0000 0.00000.7000E-01 922.2 6 30 0 4902.38 0.26 29.88 0.0000 0.00000.6002E-01 922.2 6 40 0 4902.43 0.31 30.12 0.0000 0.00000.6000E-01 922.2 6 50 0 4902.42 0.30 30.06 0.0000 0.00000.5000E-01 922.2 6 0 0 4902.35 0.23 29.75 0.0000 0.00000.5000E-01 922.2 7 10 0 4902.28 0.16 29.42 0.0000 0.00000.4039E-01 922.2 7 20 0 4902.26 0.14 29.32 0.0000 0.00000.4000E-01 922.2 7 7 30 40 0 0 4902.25 4902.23 0.13 29.21 0.11 29.22 0.0001 0.0000 0.00000.4000E-11 0.00000.3039E-01 922.2 922.1 7 50 0 4902.23 0.11 29.19 0.0000 0.00000.3000E-01 922.1 7 0 0 4902.22 0.10 29.17 0.0000 0.00000.3000E-01 922.2 8 10 0 4902.22 0.10 29.15 0.0000 0.00000.3000E-01 922.2 8 20 0 4902.22 0.10 29.16 0.0000 0.00000.2000E-01 922.3 8 30 0 4902.22 0.10 29.16 0.0000 0.00000.2000E-01 922.3 8 40 0 4902.23 0.11 29.19 0.0000 0.00000.2000E-01 922.4 - 8 50 0 4902.23 0.11 29.21 0.0000 0.00000.2000E-01 922.4 8 0 0 4902.23 0.11 29.22 0.0000 0.00000.2000E-01 922.5 9 10 0 4902.24 0.12 29.25 0.0000 0.00000.1980E-01 922.5 9 20 0 4902.24 0.12 29.26 0.0000 0.00000.1961E-01 922.6 9 �I0_0_410224 0..1Z29._27 n-0➢00_0_OODO➢.1941E-Ql-922.6 9 40 0 4902.24 0.12 29.24 0.0000 0.00000.1922E-01 922.6 50 0 4902.24 0.12 29.26 0.0000 0.00000.1902E-01 922.6 '9 M:VOBSWi l 4baWkEXTRAN2K\ModeW( mml564014r2.doc 25 of 52 Pnnleal 3.34 PM. 0628ro0 1�9 0 0 4902.24 0.12 29.23 0.0000 0.00000.1882E-01 922.6 10 10 0 4902.23 0.11 29.19 0.0000 0.00000.1863E-01 922.6 10 20 0 4902.22 0.10 29.15 0.0000 0.00000.1843E-01 922.6 10 30 0 4902.21 0.09 29.09 0.0000 0.00000.1824E-01 922.4 10 40 0 4902.20 0.08 29.08 0.0000 0.00000.1804E-01 922.4 10 50 0 4902.19 0.07 29.04 0.0000 0.00000.1784E-01 922.4 10 0 0 4902.19 0.07 29.01 0.0000 0.00000.1765E-01 922.5 11 10 0 4902.18 0.06 28.99 0.0000 0.00000.1745E-01 922.5 11 20 0 4902.18 0.06 28.99 0.0000 0.00000.1726E-01 922.5 , 11 30 0 4902.18 0.06 29.00 0.0000 0.00000.1706E-01 922.6 11 40 0 4902.19 0.07 29.00 0.0000 0.00000.1686E-01 922.6 11 11 50 0 0 4902.19 0 4902.19 0.07 0.07 29.02 29.00 0.0000 0.0000 0.00000.1667E-01 0.00000.1647E-01 922.6 922.6 , 12 10 0 4902.18 0.06 28.98 0.0000 0.00000.1627E-01 922.6 12 20 0 4902.17 0.05 28.95 0.0000 0.00000.1608E-01 922.6 12 30 0 4902.17 0.05 28.91 0.0000 0.00000.1588E-01 922.6 12 40 0 4902.16 0.04 28.86 0.0000 0.00000.1569E-01 922.6 12 50 0 4902.15 0.03 28.83 0.0000 0.00000.1549E-01 922.6 , 12 0 0 4902.14 0.02 28.81 0.0000 0.00000.1529E-01 922.6 13 10 0 4902.14 0.02 28.80 0.0000 0.00000.1510E-01 922.6 13 13 20 30 0 4902.14 0 4902.14 0.02 0.02 28.80 28.80 0.0000 0.0000 0.00000.1490E-01 0.00000.1471E-01 922.7 922.7 ' 13 40 0 4902.14 0.02 28.78 0.0000 0.00000.1451E-01 922.7 13 50 0 4902.13 0.01 28.75 0.0000 0.00000.1431E-01 922.7 13 0 0 4902.13 0.01 28.73 0.0000 0.00000.1412E-01 922.7 14 10 0 4902.13 0.01 28.73 0.0000 0.00000.1392E-01 922.7 14 20 0 4902.13 0.01 28.73 0.0000 0.00000.1373E-01 922.7 14 30 0 4902.13 0.01 28.73 0.0000 0.00000.1353E-01 922.8 14 40 0 4902.13 0.01 28.73 0.0000 0.00000.1333E-01 922.8 14 50 0 4902.13 0.01 28.73 0.0000 0.00000.1314E-01 922.8 14 0 0 4902.13 0.01 28.73 0.0000 0.00000.1294E-01 922.8 , 15 10 0 4902.13 0.01 28.73 0.0000 0.00000.1275E-01 922.8 15 20 0 4902.13 0.01 28.73 0.0000 0.00000.1255E-01 922.8 15 30 0 4902.13 0.01 28.73 0.0000 0.00000.1235E-01 922.8 15 40 0 4902.13 0.01 28.73 0.0000 0.00000.1216E-01 922.8 15 50 0 4902.13 0.01 28.73 0.0000 0.00000.1196E-01 922.9 , 15 0 0 4902,13 0.01 28.73 0.0000 0.00000.1176E-01 922.9 16 10 0 4902.13 0.01 28.73 0.0000 0.00000.1157E-01 922.9 16 20 0 4902.13 0.01 28.73 0.0000 0.00000.1137E-01 922.9 16 30 0 4902.13 0.01 28.73 0.0000 0.00000.1118E-01 922.9 16 40 0 4902.12 0.00 28.73 0.0000 0.00000.1098E-01 922.9 16 50 0 4902.12 0.00 28.73 0.0000 0.00000.1078E-01 922.9 16 0 0 4902.12 0.00 28.73 0.0000 0.00000.1059E-01 922.9 17 10 0 4902.12 0.00 28.73 0.0000 0.00000.1039E-01 922.9 17 20 0 4902.12 0.00 28.73 0.0000 0.00000.1020E-01 923.0 , 17 30 0 4902.12 0.00 28.73 0.0000 0.00000.1000E-01 923.0 17 40 0 490L12 0.00 28.73 0.0000 0.00000.9804E-02 923.0 17 50 0 4902.12 0.00 28.73 0.0000 0.00000.9608E-02 923.0 17 0 0 4902.12 0.00 28.73 0.0000 0.00000.9412E-02 923.0 , Mean 4903.09 0.97 Maximum 4910.23 8.11 Minimum 4902.12 0.00 +................-----------.._...........-__=== Table E9 - JUNCTION SUMMARY STATISTICS The Maximum area is only the area of the node, it , does not include the area of the surrounding conduits) Uppermost Maximum Time Feet of Maximum Ground PipeCrown Junction of Surcharge Freeboard Junction ' Junction Elevation Elevation Elevation Occurence at Max of node Area Name feet feet feet Hr. Min. Elevation feet ft"2 ------- 1 -------- 4915.00 ------ 4915.00 -------- 4911.08 -------- 1 43 -------- 0.00 ------- 3.92 ------- 2.010E+04 2 4911.00 4911.00 4909.77 2 18 0.00 1.23 7.242E+04 3 4915.00 4915.00 4908.27 2 30 0.00 6.73 1.494E+05 4 4916.03 4916.03 4907.63 2 22 0.00 8.50 5.060E+04 5 4917.00 4917.00 4916.29 1 35 0.00 0.71 1.434E+03 6 4915.00 4915.00 4906.68 2 32 0.00 8.32 5.924E+04 7 4910.00 4910.00 4906.44 2 27 0.00 3.56 6.821E+04 11 4896+50 4896.50 4892.21 3 39 0.00 4.29 2.000E+05 8 4925.00 4925.00 4907.62 1 59 0.00 17.38 1.217E+03 9 4925.00 4925.00 4910+21 1 41 0.00 14.79 6.285E+02 t 10 4910.00 4910.00 4906+21 2 27 0.00 3.79 5.225E+02 14 4896_50 4896+50 4882..34 3 40 0_,00_14 16 1.388E+02 15 4896.50 4896+50 44878.53 0 0 0.00 17.97 5.292E+01 12 4896.50 4896.50 4890.00 0 0 0.00 6.50 2.837E+01 M:VOBSl564-014MataNEX N2MMo eN(psmnmk564014x2.doc 26 o152 Printed: 3:34 PK 06r28100 ' 13 4920.00 4920.00 4910.27 1 41 0.00 9.73 2.791E+04 Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) ==-=n'"'"""-m------ --" ' Time Conduit:P12 Hr:Mn-Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node 0 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0,0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0,0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0,0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 ' 0 0 a 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 20 0 1.353 0.9333 1.452 0,1705 0.0000 0.0000 2.6073E-04 4.6853E-02 1 30 0 50.60 2.844 17.79 0.9839 0,0000 0.0000 8.5706E-02 0.1732 1 40 0 210.7 2,983 70.63 2.006 0.0000 0.0000 0.2189 7.5913E-02 1 50 0 207.4 1,453 142.7 1.910 0.0000 0.0000 8.7923E-02 4.3124E-03 1 0 0 162.1 0.8870 182.8 1.827 0.0000 0.0000 3.8031E-02 6.7898E-04 2 10 0 131.6 0.6615 198.9 1.773 0.0000 0.0000 2.2370E-02 2.3357E-04 2 20 0 111.8 0. 5571 200.7 1.731 0.0000 0.0000 1.6266E-02 1.2780E-04 ' 2 30 0 100.2 0.5182 193.3 1.700 0.0000 0.0000 1.4183E-02 1.0127E-04 2 40 0 92.94 0.5117 181.6 1.677 0.0000 0.0000 1.3813E-02 1.0017E-04 2 50 0 88.88 0.5226 170.1 1.663 0.0000 0.0000 1.4325E-02 1.1149E-04 2 0 0 85.97 0,5375 159.9 1,654 0.0000 0.0000 1.5055E-02 1.2693E-04 3 10 0 82.65 0.5508 150.1 1.646 0.0000 0.0000 1.5704E-02 1.4271E-04 ' 3 20 0 79.00 0.5696 138.7 1.637 0.0000 0.0000 1.6649E-02 1.6698E-04 3 30 0 76.27 0.5932 128.6 1.634 0.0000 0.0000 1.7873E-02 2.0019E-04 3 40 0 74.23 0.6175 120.2 1.634 0.0000 0.0000 1.9167E-02 2.3846E-04 3 50 0 72.67 0.6390 113.7 1.633 0.0000 0.0000 2.0342E-02 2.7667E-04 ' 3 0 0 71.36 0.6523 109.4 1.635 0.0000 0.0000 2.1066E-02 3.0321E-04 4 10 0 70.06 0.6599 106.2 1.636 0.0000 0.0000 2.1477E-02 3.2079E-04 4 20 0 68.73 0.6643 103.5 1.635 0.0000 0.0000 2.1702E-02 3.3280E-04 4 30 0 67,47 1,6674 101.1 1,635 1,0011 1,1111 2.1852E-02 3.4230E-14 4 40 0 66.25 0.6691 99.00 1.634 0.0000 0.0000 2.1925E-02 3.4921E-04 ' 4 50 0 65.27 0.6676 97.77 1.633 0.0000 0.0000 2.1820E-02 3.4882E-04 4 0 0 63.83 0.6662 95.81 1.631 0.0000 0,0000 2.1706E-02 3.4986E-04 5 10 0 61.98 0.6640 9135 1.628 0.0000 0.0000 2.1538E-02 3.5045E-04 5 20 0 59.89 0.6599 90.76 1.625 0. 0000 0.0000 2.1258E-02 3.4790E-04 5 30 0 57.81 0.6535 88.46 1.623 0,0000 0.0000 2.0856E-02 3.4070E-04 5 40 0 55.76 0.6478 86.07 1.621 0.0000 0.0000 2.0491E-02 3.3525E-04 5 50 0 53.76 0.6419 83.75 1.618 0.0000 0.0000 2.0114E-02 3.2964E-04 5 0 0 51,14 1,6363 81.63 1,615 0,1100 1,1001 1.9760E-02 3.2429E-04 6 10 0 50.07 0.6282 79.69 1.612 0.0000 0.0000 1.9276E-02 3.1436E-04 ' 6 20 0 48.36 0.6215 77.81 1.609 0,0000 0.0000 1.8872E-02 3.0672E-04 6 30 0 46.79 0.6146 76.13 1.606 0,0000 0.0000 1.8466E-02 2.9850E-04 6 40 0 45.23 0.6067 74.55 1.603 0.0000 0.0000 1.8015E-02 2.8863E-04 6 50 0 43.71 0.5984 73.05 1.600 0.0000 0.0000 1.7548E-02 2.7809E-04 6 0 0 42.29 0.5887 71.83 1.597 0,0000 0.0000 1.7016E-02 2.6498E-04 7 10 0 40.89 0.5783 70.71 1.594 0.0000 0.0000 1.6457E-02 2.5099E-04 7 20 0 39.39 0.5656 69.64 1.591 0.0000 0.0000 1.5789E-02 2.3403E-04 7 30 0 37,76 0,5511 68.53 1.586 0,0001 1,0000 1.5041E-12 2.1560E-04 7 40 0 35.93 0.5336 67.33 1.580 0.0000 0.0000 1.4167E-02 1.9501E-04 ' 7 50 0 34.03 0,5150 66.09 1,573 0.0000 0.0000 1.3257E-02 1.7427E-04 7 0 0 32.21 0.4966 64.86 1.567 0,0000 0.0000 1.2388E-02 1.5532E-04 8 10 0 30.41 0.4779 63.64 1.561 0.0000 0.0000 1.1532E-02 1.3743E-04 8 20 0 28.69 0.4594 62.46 1.554 0.0000 0.0000 1.0712E-02 1.2108E-04 8 30 0 27.11 0.4422 61.30 1.548 0.0000 0,0000 9.9739E-03 1.0710E-04 8 40 0 25.58 0.4260 60.06 1.543 0.0000 0,0000 9.2951E-03 9.4984E-05 8 50 0 24.15 0.4117 58.65 1.539 0.0000 0,0000 8.7172E-03 8.5425E-05 8 0 0 22.85 1,3970 57,51 1,529 1,0110 0,1101 8.1371E-13 7.6243E-05 9 10 0 22.22 0.3926 56.59 1.523 0.0000 0.0000 7.9625E-03 7.4139E-05 9 20 0 21.96 0.3943 55.68 1.520 0.0000 0.0000 8.0216E-03 7.5982E-05 9 30 0 21.74 0.3969 54.77 1.517 0.0000 0.0000 8.1108E-03 7.8422E-05 9 40 0 21.52 0.3998 53.83 1.514 0.0000 0.0000 8.2118E-03 8.1179E-05 9 50 0 21.30 0.4029 52.86 1.511 0.0000 0.0000 8.3239E-03 8.4262E-05 ' 9 0 0 21.08 0.4064 51.87 1.508 0.0000 0.0000 8.4480E-03 8.7714E-05 10 10 0 20.86 0.4102 50.86 1,505 0.0000 0.0000 8.5853E-03 9.1589E-05 10 20 0 20.64 0.4126 50.03 1,496 0,0000 0.0000 8.6722E-03 9.4362E-05 10 30 0 20.42 0.4145 49.28 1.485 0.0000 0.0000 8.7365E-03 9.6649E-05 10 40 0 20.20 0.4165 48.51 1,474 0.0000 0.0000 8.8077E-03 9.9166E-05 ' 10 50 0 19.99 0.4187 47.73 1.463 0,0000 0.0000 8.8860E-03 1.0192E-04 10 _0 0 19.77 0.4212 46.93 1.451 0.0000 0.0000 8.9721E-03 1.0495E-04 _ 11 10 0 19.55 0.4239 46.12 1.439 0.0000 0.0000 9.0690E-03 1.0835E-04 11 20 0 19.33 0.4269 45.28 1.427 0.0000 0.0000 9.1778E-03 1.1217E-04 M:VJOB&564-014wata\EXTR N2"MeMpswmml56E014x2Aoc 27 of 52 Printed: 3:34 PM, 062&00 Ot R-6KUWN 139 11 30 0 19.11 0.4298 44.46 1.415 0.0000 0.0000 9.2838E-03 1.1603E-04 , 11 40 0 18.89 0.4329 43. 64 1,402 0.0000 0.0000 9.3941E-03 1.2012E-04 11 50 0 18.67 0.4361 42.82 1,389 0.0000 0.0000 9.5123E-03 1.2457E-04 11 0 0 18.45 0.4396 41.98 1,376 0.0000 0.0000 9.6413E-03 1.2948E-04 12 10 0 18.24 0.4435 41.12 1.363 0.0000 0.0000 9.7826E-03 1.3494E-04 12 20 0 18.02 0.4476 40.25 1.350 0.0000 0.0000 9.9368E-03 1.4100E-04 12 30 0 17.80 0.4518 39.40 1,336 0.0000 0.0000 1.0091E-02 1.4726E-04 12 40 0 17.58 0.4560 38.55 1.323 0.0000 0.0000 1.0249E-02 1.5391E-04 12 50 0 17.36 0.4606 37.69 1.309 0.0000 0,0000 1.0423E-02 1.6134E-04 ' 12 0 0 17.14 0.4656 36.81 1.294 0.0000 0.0000 1.0612E-02 1.6962E-04 13 10 0 16.92 0.4711 35. 92 1.280 0.0000 0.0000 1.0821E-02 1.7898E-04 13 20 0 16.70 0.4771 35. 01 1.265 0.0000 0,0000 1.1052E-02 1.8964E-04 13 30 0 16.48 0.4829 34.14 1.250 0.0000 0,0000 1.1277E-02 2.0047E-04 13 40 0 16.26 0.4894 33.24 1.234 0.0000 0,0000 1.1529E-02 2.1298E-04 13 50 0 16.05 0.4966 32.31 1.218 0,0000 0.0000 1.1813E-02 2.2752E-04 13 0 0 15.83 0.5048 31.35 1.201 0.0000 0.0000 1.2138E-02 2.4473E-04 14 10 0 15.61 0.5139 30. 37 1.184 0.0000 0.0000 1.2500E-02 2.6477E-04 14 20 0 15.39 0.5231 29.42 1.166 0.0000 0.0000 1.2870E-02 2.8639E-04 , 14 30 0 15.17 0.5334 28.44 1.148 0.0000 0.0000 1.3289E-02 3.1204E-04 - 14 40 0 14.95 0.5452 27.42 1.129 0.0000 0.0000 1.3771E-02 3.4306E-04 14 50 0 14.73 0.5585 26.38 1.110 0.0000 0.0000 1.4323E-02 3.8081E-04 14 0 0 14.51 0.5720 25.37 1.090 0.0000 0.0000 1.4883E-02 4.2213E-04 ' 15 10 0 14.29 0.5874 24.33 1.069 0.0000 0.0000 1.5535E-02 4.7343E-04 15 20 0 14.07 0.6054 23.25 1.047 0.0000 0.0000 1.6299E-02 5.3825E-04 15 30 0 13.85 0.6255 22.15 1.024 0.0000 0.0000 1.7164E-02 6.1847E-04 15 40 0 13.64 0.6477 21.06 1.000 0.0000 0.0000 1.8127E-02 7.1737E-04 15 50 0 13.43 0.6730 19.95 0.9755 0.0000 0.0000 1.9227E-02 8.4437E-04 , 15 0 0 13.21 0.7012 18.84 0.9502 0.0000 0.0000 2.0461E-02 1.0052E-03 16 10 0 12.99 0.7307 17.77 0.9240 0.0000 0.0000 2.1755E-02 1.1976E-03 16 20 0 12.77 0.7650 16.69 0,8972 0.0000 0,0000 2.3265E-02 1.4544E-03 16 30 0 12.55 0.8039 15.61 0.8698 0.0000 0.0000 2.4968E-02 1.7917E-03 , 16 40 0 12.33 0.8448 14.59 0.8417 0.0000 0.0000 2.6746E-02 2.2092E-03 16 50 0 12.11 0.8933 13.56 0.8131 0.0000 0.0000 2.8829E-02 2.7924E-03 16 0 0 11.89 0. 9465 12.56 0.7837 0.0000 0.0000 3.1061E-02 3.5587E-03 17 10 0 11.67 1.004 11. 62 0.7541 0.0000 0.0000 3.3390E-02 4.5573E-03 17 20 0 11.45 1.070 10.70 0.7251 0.0000 0.0000 3.5932E-02 5.9432E-03 , 17 30 0 11.23 1.131 9.926 0.6975 0.0000 0.0000 3.8128E-02 7.5188E-03 17 40 0 11.01 1. 192 9.240 0.6721 0.0000 0.0000 4.0093E-02 9.3634E-03 17 50 0 10.79 1.251 8.629 0.6493 0.0000 0.0000 4.1809E-02 1.1494E-02 17 0 0 10.57 1.298 8.148 0.6305 0.0000 0,0000 4.2962E-02 1.3486E-02 , Mean 36.87 0.61 Maximum 210.66 2.98 Minimum 0.00 0.00 Total 3.935E+04 ' Time History of Flaw and Velocity 0(cfs). Vel(ft/s). Total(cubic feet) ___-=----------- -="_------ -+ Time Conduit:23 ' Hr: Mn: Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node - 0 10 - 0 ----- 0.0000 -------- 0.0000 -------- 1.0000E-04 ------- ' 1.0000E-04 ------- 0.0000 --------- 0.0000 -------- 0.0000 -------- 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 1 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 20 0 1.0395E-02 0.3087 3.3928E-02 1.5139E-02 0.0000 0.0000 2.6537E-05 5.1541E-03 1 30 0 15.39 3.673 4.190 0.4860 0.0000 0.0000 0.1201 0.3375 1 40 0 128.1 7.039 18.20 0.8710 0,0000 0.0000 0.4942 0,9998 1 50 0 139.7 6.808 20.53 0.7724 0.0000 0,0000 0.7182 0.7213 1 0 0 132.2 6.340 20.85 0.7724 0.0000 0,0000 0.6415 0.6070 2 10 0 119.9 5.832 20.55 0.7724 0.0000 0.0000 0.5275 0.5289 2 20 0 112.2 5.456 20.56 0.7724 0.0000 0.0000 0.4618 0.4627 2 30 0 109.1 5.309 20.56 0.7724 0.0000 0.0000 0.4373 0.4380 , 2 40 0 105.6 5.140 20.56 0.7724 0.0000 0.0000 0.4099 0.4105 2 50 0 102.0 4.965 20.55 0.7724 0.0000 0.0000 0.3826 0.3830 2 0 0 98.48 4.792 20.55 0.7724 0.0000 0.0000 0.3564 0.3567 3 10 0 94.76 4.611 20.55 0.7724 0.0000 0.0000 0.3300 0.3303 3 20 0 90.29 4.394 20.55 0.7724 0.0000 0.0000 0.2997 0.2999 3 40 0 81.22 3.953 20.54 0.7724 0.0000 0.0000 0.2427 0.2427 3 50 0 77.80 3.787 20.54 0.7724 0.0000 0,0000 0.2227 0.2227 M:UUBSl -O 14W=XEXTRAWKVAodeVpswmm\ 014r.d. 28 of 52 Pnnled: 3:34 PM, 06/28/00 ' 3 0 0 75.13 3.657 20.54 0.7724 0.0000 0.0000 0.2077 0.2076 110 4 10 0 72.99 3.553 20.54 0.7724 0.0000 0.0000 0.1961 0.1960 4 20 0 71.11 3.466 10.54 0.7724 0.0000 0.0101 0.1161 0.1161 4 30 0 69.59 3. 388 20.54 0.7724 0.0000 0.0000 0.1783 0.1781 ' 4 40 0 68.16 3.318 20.54 0.7724 0.0000 0.0000 0.1710 0.1709 4 50 0 67.32 3.277 20.54 0.7724 0.0000 0.0000 0.1669 0.1667 4 0 0 65.95 3.211 20.54 0.7724 0.0000 0.0000 0.1602 0.1600 5 10 0 64.21 3.126 20.54 0.7724 0.0000 0.0000 0.1518 0.1517 5 20 0 62.26 3.031 20.54 0.7724 0.0000 0.0000 0.1428 0.1426 5 30 0 60.18 2.929 20.54 0.7724 0.0000 0. 0000 0.1332 0.1332 5 40 0 58.09 2.818 20.61 0.7724 0.0000 0.0000 0.1226 0.1241 5 50 0 55.96 2.701 20.67 0.1724 0.0110 0 1001 0.1121 0.1112 5 0 0 53.94 2.604 20.71 0.7724 0.0000 0.0000 0.1036 0.1070 6 10 0 52.04 2.508 20.75 0.7724 0.0000 0.0000 9.5742E-02 9.9615E-02 6 20 0 50.12 2.412 20.78 0.7724 0.0000 0.0000 8.8269E-02 9.2390E-02 6 30 0 48.37 2.325 20.81 0.7724 0.0000 0.0000 8.1824E-02 8.6046E-02 6 40 0 46.72 2.244 20.82 0.7724 0.0000 0.0000 7.6067E-02 8.0296E-02 ' 6 50 0 45.15 2.166 20.84 0.7724 0.0000 0.0000 7.0781E-02 7.4962E-02 6 0 0 43.51 2.086 20.86 0.7724 0.0000 0.0000 6.5547E-02 6.9616E-02 7 10 0 41.95 2.010 20.87 0.7724 0.0000 0.0000 6.0799E-02 6.4713E-02 7 20 0 40.44 1.937 20.88 0.7724 0.0000 0.0001 5.6410E-02 6.0142E-02 7 30 0 38.81 1.859 20.88 0.7724 0.0000 0.0000 5.1895E-02 5.5406E-02 ' 7 40 0 37.02 1.772 20.89 0.7724 0.0000 0.0000 4.7160E-02 5.0408E-02 7 50 0 35.14 1.682 20.89 0.7724 0.0000 0.0000 4.2456E-02 4.5417E-02 7 0 0 33.25 1.591 20.90 0.7724 0.0000 0.0000 3.7997E-02 4.0666E-02 8 10 0 31.40 1.503 20.90 0.7724 0.0000 0.0000 3.3880E-02 3.6264E-02 ' 8 20 0 29.66 1.420 20.90 0.7724 0.0000 0.0000 3.0241E-02 3.2363E-02 8 30 0 28.06 1.343 20.89 0.7724 0.0000 0.0000 2.7067E-02 2.8953E-02 8 40 0 26.64 1.276 20.89 0.7724 0.0000 0.0000 2.4433E-02 2.6115E-02 8 50 0 25.35 1.214 20.88 0.7124 0.0001 0.0001 2.2155E-02 2.3647E-02 8 0 0 24.17 1.158 20.87 0.7724 0.0000 0.0000 2.0171E-02 2.1487E-02 9 10 0 23.41 1.123 20.85 0.7724 0.0000 0.0000 1.8977E-02 2.0163E-02 9 20 0 23.12 1.109 20.84 0.7724 0.0000 0.0000 1.8564E-02 1.9665E-02 9 30 0 22.87 1.099 20.82 0.7724 0.0000 0.0000 1.8241E-02 1.9254E-02 9 40 0 22.63 1.088 20.80 0.7724 0.0000 0.0000 1.7930E-02 1.8850E-02 ' 9 50 0 22. 38 1.078 20.77 0.7724 0.0000 0.0000 1.7625E-02 1.8446E-02 9 0 0 22.13 1.067 20.74 0.7724 0.0000 0.0000 1.7325E-02 1.8039E-02 10 10 0 21.88 1.056 20.71 0.7724 0.0000 0.0000 1.7028E-02 1.7631E-02 ' 10 10 20 30 0 0 21. 21.45 66 1.045 1.034 20.72 20.75 0.7724 0.7724 0.0000 0.0000 0.0110 1.6792E-02 0.0000 1.6584E-02 1.7150E-02 1.6626E-02 10 40 0 21.25 1.023 20.77 0.7724 0.0000 0.0000 1.6379E-02 1.6133E-02 10 50 0 21.04 1.013 20.78 0.7724 0.0000 0.0000 1.6178E-02 1.5671E-02 10 0 0 20.83 1.003 20.78 0.7724 0.0000 0.0000 1.5979E-02 1.5238E-02 11 10 0 20.65 0.9941 20.77 0.7788 0.0000 0.0000 1.5837E-02 1.4861E-02 ' 11 20 0 20.44 0.9853 20.74 0.7898 0.0000 0.0000 1.5682E-02 1.4479E-02 11 30 0 20.23 0.9768 20.71 0.8011 0.0000 0.0000 1.5529E-02 1.4121E-02 11 40 0 20.02 0.9687 20.67 0.8125 0.0000 0.0000 1.5376E-02 1.3785E-02 ' 11 11 50 0 0 0 19.80 19.59 0.9110 0.9542 20.60 20.53 0.8191 0.8251 0.0010 0.0000 0.0011 1.5248E-12 0.0000 1.5143E-02 1.3458E-12 1.3167E-02 12 10 0 19.39 0.9477 20.45 0.8313 0.0000 0.0000 1.5042E-02 1.2894E-02 12 20 0 19.17 0.9416 20.36 0.8361 0.0000 0.0000 1.4951E-02 1.2631E-02 12 30 0 18.96 0.9365 20.25 0.8389 0.0000 0.0000 1.4900E-02 1.2392E-02 12 40 0 18.76 0.9315 20.13 0.8417 0.0000 0.0000 1.4850E-02 1.2166E-02 12 50 0 18.54 0.9269 20.00 0.8444 0.0000 0.0000 1.4811E-02 1.1949E-02 12 0 0 18.33 0.9241 19.84 0.8452 0.0000 0. 0000 1.4867E-02 1.1745E-02 13 10 0 18.13 0.9218 19.67 0.8461 0.0000 0.0000 1.4939E-02 1.1557E-02 ' 13 13 20 30 0 0 17.93 17.73 0.9201 0.9202 19.49 19.26 0.8411 0.8460 0.0111 0.0000 0.0001 1.5033E-02 0.0000 1.5245E-02 1.1383E-12 1.1210E-02 13 40 0 17. 53 0.9211 19.03 0.8451 0.0000 0.0000 1.5490E-02 1.1047E-02 13 50 0 17.33 0.9224 18.79 0.8437 0.0000 O. 0000 1.5767E-02 1.0883E-02 13 0 0 17.15 0.9270 18.50 0.8526 0.0000 O. 0000 1.6182E-02 1.0777E-02 14 10 0 16.95 0.9312 18.21 0.8649 0.0000 0.0000 1.6606E-02 1.0651E-02 14 20 0 16.75 0.9355 17.91 0.8767 0.0000 0.0000 1.7036E-02 1.0533E-02 14 30 0 16.56 0.9414 17.59 0.8829 0.0000 0.0000 1.7504E-02 1.0471E-02 14 40 0 16.37 0.9483 17.26 0.8890 0.0000 0.0000 1.8035E-02 1.0411E-02 14 14 50 0 0 0 16. 15.98 17 0.9569 0.9672 16.91 16.52 0.8888 0.8876 0.0010 0.0000 0.0000 1.8640E-02 G. 0000 1.9339E-02 1.0397E-02 1.0402E-02 15 10 0 15.78 0.9832 16.05 0.8830 0.0000 0.0000 2.0371E-02 1.0468E-02 15 20 0 15.60 1.004 15. 54 0.8769 0.0000 0.0000 2.1673E-02 1.0616E-02 15 30 0 15.43 1.028 15.01 0.8700 0.0000 0.0000 2.2988E-02 1.0923E-02 15 40 0 15.24 1.055 14.44 0.8619 0.0000 0.0000 2.4516E-02 1.1337E-02 ' 15 50 0 15.01 1.088 13.80 0.8490 0.0000 0.0000 2.6384E-02 1.1800E-02 15 0 0 14.79 1.124 13.16 0.8342 0.0000 0.0000 2.8544E-02 1.2356E-02 16 10 0 14.56 1.158 12.57 0.8152 0.0000 0.0000 3.0618E-02 1.2933E-02 16 16 20 30 0 0 14.33 14.09 1.119 1.248 11.91 11.29 0.7911 0.7803 0.0001 0.0000 0. 0000 3.3255E-02 0.0000 3.6625E-02 1.3584E-12 1.4332E-02 16 40 0 13.84 1.314 10.54 0.7581 0.0000 0.0000 4.0959E-02 1.5629E-02 .16_50_0-13. 61 1.387-__9.813-__0..7353-_0..0000_-0. 0000_4.6396E=021.6966E-02 -- 16 0 0 13.33 1.469 9.078 0.7099 0.0000 0.0000 5.3067E-02 1.8428E-02 10 0 13.07 1.571 8.321 0.6835 0.0000 0.0000 6.1292E-02 2.0706E-02 '17 M:VOBS56" 14balalFXTRAN2K WeVpsw .\564014�.d. 29 o/ 52 Pnnt.d 3:34 PM. 0WMO ,G11 17 20 0 12.72 1.664 7.642 0.6483 0.0000 0.0000 7.0190E-02 2.2434E-02 17 30 0 12.35 1.785 6.922 0.6214 0.0000 0.0000 8.2265E-02 2.4966E-02 17 40 0 11.99 1.917 6.254 0.5940 0.0000 0.0000 9.4882E-02 2.8791E-02 17 50 0 11.58 2.050 5.650 0.5639 0.0000 0.0000 0.1058 3.4424E-02 17 0 0 11.18 2.197 5.088 0.5339 0.0000 0.0000 0.1164 4.2583E-02 Mean 36.73 1.95 Maximum 139.74 7.04 Minimum 0.00 0.00 Total 1.265E+05 Time History of Flow and Velocity 0(cfs). Vel(ft/s). Total(cubic feet) Time Conduit:34 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Dawn Node 0 10 0 _____ 0.0000 ________ 0.0000 _______ 1.0000E-04 ________ 1.0000E-04 -------- 0.0000 --------- 0.0000 -------- 0.0000 --------- 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 1.2546E-03 0.1665 7.3458E-03 1.3014E-02 0.0000 0.0000 4.5959E-06 1.5478E-03 1 20 0 -13.70 -2.231 6.143 0.9040 0.0000 0.0000 8.8577E-02 6.6712E-02 1 30 0 -51.75 -7.315 7.075 0.7612 0.0000 0.0000 0.8373 0.8244 1 40 0 -56.20 -7.890 7.123 0.7500 0.0000 0.0000 0.9718 0.9613 1 50 0 -16.61 -2.330 7.131 0.7500 0.0000 0.0000 8.4355E-02 8.4208E-02 1 0 0 2.135 0.2990 7.140 0.7500 0.0000 0.0000 1.3891E-03 1.3880E-03 2 10 0 24.88 3.483 7.144 0.7500 0.0000 0.0000 0.1883 0.1885 2 20 0 30.77 4.306 7.146 0.7500 0.0000 0.0000 0.2876 0.2882 2 30 0 31.42 4.397 7.147 0.7500 0.0000 0.0000 0.2999 0.3005 2 40 0 31.38 4.391 7.147 0.7500 0.0000 0.0000 0.2990 0.2996 2 50 0 31.27 4.376 7.146 0.7500 0.0000 0.0000 0.2970 0.2976 2 0 0 31.17 4.362 7.146 0.7500 0.0000 0.0000 0.2951 0.2958 3 10 0 31.07 4.348 7.146 0.7500 0.0000 0.0000 0.2932 0.2939 3 20 0 30.93 4.328 7.146 0.7500 0.0000 0.0000 0.2905 0.2911 3 30 0 30.75 4.303 7.146 0.7500 0.0000 0.0000 0.2872 0.2877 3 40 0 30.58 4.279 7.146 0.7500 0.0000 0.0000 0.2841 0.2847 3 50 0 30.44 4.259 7.146 0.7500 0.0000 0.0000 0.2814 0.2820 3 0 0 30.32 4.243 7.146 0.7500 0.0000 0.0000 0.2793 0.2798 4 10 0 30.23 4.230 7.146 0.7500 0.0000 0.0000 0.2776 0.2781 4 20 0 30.15 4.219 7.146 0.7500 0.0000 0.0000 0.2761 0.2767 4 30 0 30.08 4.210 7.146 0.7500 0.0000 0.0000 0.2749 0.2754 4 40 0 30.02 4.201 7.146 0.7500 D.0000 0.0000 0.2738 0.2744 4 50 0 29.99 4.197 7.146 0.7500 0.0000 0.0000 0.2732 0.2738 4 0 0 29.94 4.190 7.146 0.7500 0.0000 0.0000 0.2723 0.2728 5 10 0 29.87 4.181 7.146 0.7500 0.0000 0.0000 0.2711 0.2716 5 20 0 29.80 4.171 7.146 0.7500 0.0000 0.0000 0.2698 0.2703 5 30 0 29.72 4.160 7.146 0.7500 0.0000 0.0000 0.2685 0.2689 5 40 0 29.65 4.149 7.146 0.7500 0.0000 0.0000 0.2670 0.2675 5 50 0 29.57 4.138 7.146 0.7500 0.0000 0.0000 0.2656 0.2661 5 0 0 29.49 4.127 7.146 0.7500 0.0000 0.0000 0.2642 0.2647 6 10 0 29.42 4.117 7.145 0.7500 0.0000 0.0000 0.2629 0.2634 6 20 0 29.34 4.106 7.145 0.7500 0.0000 0.0000 0.2616 0.2621 6 30 0 29.44 4.121 7.145 0.7500 0.0000 0.0000 0.2634 0.2639 6 40 0 29.62 4.145 7.145 0.7500 0.0000 0.0000 0.2666 0.2671 6 50 0 30.68 4.294 7.145 0.7500 0.0000 0.0000 0.2860 0.2866 6 0 0 30.82 4.314 7.145 0.7500 0.0000 0.0000 0.2887 0.2893 7 10 0 30.92 4.328 7.144 0.7500 0.0000 0.0000 0.2906 0.2912 7 20 0 30.99 4.338 7.144 0.7500 0.0000 0.0000 0.2919 0.2926 7 30 0 31.05 4.347 7.144 0.7500 0.0000 0.0000 0.2931 0.2937 7 40 0 31.08 4.351 7.144 0.7500 0.0000 0.0000 0.2936 0.2942 7 50 0 31.10 4.353 7.144 0.7500 0.0000 0.000D 0.2939 0.2945 7 0 0 31.10 4.353 7.144 0.7500 0.0000 0.0000 0.2940 0.2946 8 10 0 31.09 4.353 7.144 0.7500 0.0000 T OOOD 0.2939 0.2945 8 20 0 31.08 4.351 7.144 0.7500 0.0000 0.0000 0.2937 0.2943 8 30 0 31.06 4.349 7.143 0.7500 0.0000 0.0000 0.2933 0.2939 8 40 0 31.03 4.344 7.143 0.7500 0.0000 0.0000 0.2927 0.2933 8 50 0 30.98 4.338 7.143 0.7500 0.0000 0.0000 0.2919 0.2925 8 0 0 30.92 4.329 7.143 0.7500 0.0000 0.0000 0.2907 0.2913 9 10 0 30.85 4.319 7.142 0.7500 0.0000 0.0000 0.2894 0.2900 - 9_20-0-30.77 __-_4.. 309.__-7.142_-_0.75000..0000_-0.0000 0.2880-_-,0.2886- 9 30 0 30.69 4.298 7.141 0.7500 0.0000 0.0000 0.2866 0.2872 9 40 0 30.61 4.287 7.141 0.7500 0.0000 0.0000 0.2851 0.2857 M:VOM564-0I4WaWEXTR N2"odeIV(psw ml 014x .doc 30 of 52 Pnnled: 3:34 PM. 0628100 1 I 1 I 1 11 C u I -BROWN 'SEAR 9 50 0 30.53 4.275 7.140 0.7500 0.0000 0.0000 0.2836 0.2841 _ 9 0 0 30.44 4.264 7.140 0.7500 0.0000 0.0000 0.2820 0.2825 10 10 0 30.35 4.251 7. 139 0.7500 0.0000 0.0000 0.2804 0.2809 10 20 0 30.26 4.239 7.139 0.7500 0.0000 0.0000 0.2787 0.2792 ' 10 30 0 30.16 4.226 7.138 0.7500 0.0000 0.0000 0.2770 0.2775 10 40 0 30.07 4.212 7.138 0.7500 0.0000 0.0000 0.2753 0.2758 10 50 0 29.97 4.199 7.137 0.7500 0.0000 0.0000 0.2735 0.2740 10 0 0 29.87 4.185 7.137 0.7500 0.0000 0.0000 0.2717 0.2722 11 10 0 29.76 4.171 7.136 0.7500 0.0000 0.0000 0.2699 0.2704 11 20 0 29.66 4.157 7.136 0.7500 0.0000 0.0000 0.2680 0.2685 11 30 0 29.55 4.142 7.135 0.7500 0.0000 0.0000 0.2661 0.2666 11 40 0 29.44 4.127 7.134 0.7510 0.0000 0.0001 0.2642 0.2617 11 50 0 29.33 4.111 7.134 0.7500 0.0000 0.0000 0.2622 0.2627 ' 11 0 0 29.21 4.095 7.133 0. 7500 0.0000 0.0000 0.2602 0.2606 12 10 0 29.09 4.079 7.132 0.7500 0.0000 0.0000 0.2581 0.2586 12 20 0 28.97 4.062 7.132 0.7500 0.0000 0.0000 0.2560 0.2564 12 30 0 28.84 4.045 7.131 0.7500 0.0000 0.0000 0.2538 0.2543 12 40 0 28.72 4.027 7.130 0.7500 0.0000 0. 0000 0.2516 0.2521 12 50 0 28.58 4.009 7.130 0.7500 0.0000 0.0000 0.2494 0.2498 12 0 0 28. 45 3.991 7.129 0.7500 0.0000 0.0000 0.2471 0.2475 13 10 0 28.31 3.972 7.121 0.7510 0.0010 0.0000 0.2448 0.2452 13 20 0 28.17 3.952 7.128 0.7500 0.0000 0.0000 0.2424 0.2428 13 30 0 28.02 3.932 7.127 0.7500 0.0000 0.0000 0.2399 0.2403 13 40 0 27.87 3.911 7.126 0.7500 0.0000 0.0000 0.2374 0.2377 13 50 0 27.71 3.889 7.125 0.7500 0.0000 0.0000 0.2347 0.2351 13 0 0 27.55 3.867 7.124 0.7500 0.0000 0.0000 0.2320 0.2324 ' 14 10 0 27.38 3.843 7.123 0.7500 0.0000 0.0000 0.2292 0.2295 14 20 0 27.20 3.819 7.123 0.7500 0.0000 0.0000 0.2263 0.2266 14 30 0 27.02 3.794 7.122 0.7500 0.0000 0.0000 0.2233 0.2236 14 40 0 26.82 3.767 7.121 0.7501 0.0011 0.0000 0.2202 0.2205 14 50 0 26.62 3.739 7.120 0.7500 0.0000 0.0000 0.2170 0.2173 14 0 0 26.41 3.710 7.119 0.7500 0.0000 0.0000 0.2136 0.2139 15 10 0 26.19 3.679 7.117 0.7500 0.0000 0.0000 0.2101 0.2103 15 20 0 25.95 3.647 7.116 0.7500 0.0000 0.0000 0.2064 0.2066 ' 15 30 0 25.70 3.612 7.115 0.7500 0.0000 0.0000 0.2025 0.2027 15 40 0 25.43 3.575 7.114 0.7500 0.0000 0.0000 0.1984 0.1986 15 50 0 25.15 3.537 7.113 0.7500 0.0000 0.0000 0.1941 0.1943 ' 15 16 0 10 0 24.87 0 24.56 3.497 3.455 7.111 7.110 0.7511 0.7500 0.0010 0.0000 0.0000 0.1191 0.0000 0.1853 0.1911 0.1855 16 20 0 24.25 3.412 7.108 0.7500 0.0000 0.0000 0.1807 0.1808 16 30 0 23.99 3.375 7.107 0.7500 0.0000 0.0000 0.1768 0.1770 16 40 0 23.70 3.336 7.105 0.7500 0.0000 0.0000 0.1727 0.1729 16 50 0 23.34 3.286 7.104 0.7500 0.0000 0.0000 0.1676 0.1677 ' 16 0 0 22.96 3.233 7.102 0.7500 0.0000 0.0000 0.1622 0.1623 17 10 0 22.55 3.176 7.100 0.7500 0.0000 0.0000 0.1566 0.1567 17 20 0 22.12 3.117 7.098 0.7500 0.0000 0.0000 0.1508 0.1509 ' 17 17 30 40 0 21.61 0 21.24 3.017 2.994 7.196 7.094 0.7501 0.7500 0.0010 0.0000 0.0110 0.1450 0.0000 0.1392 0.1451 0.1393 17 50 0 20.79 2.931 7.092 0.7500 0.0000 0.0000 0.1333 0.1334 17 0 0 20.31 2.865 7.090 0.7500 0.0000 0.0000 0.1274 0.1275 Mean 24.14 3.38 Maximum 31.42 4.40 ' Minimum -56.20 -7.89 Total 2.191E+05 Time History of Flow and Velocity ' Q(cfs). Vel(ft/s). Total(cubic feet) /4/2 Time Conduit:461 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node - ---- -------- -------- ----- -------- -------- '---- -------- 0 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 ' 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 7.0681E-04 0.1676 4.0841E-03 9.9288E-01 0.0011 0.0000 5.6742E-06 1.5523E-11 1 20 0 2.382 0.4740 5.025 0.6250 0.0000 0.0000 3.3438E-03 3.6377E-03 1 30 0 8.755 1.770 4.948 0.6250 0.0000 0.0000 4.8646E-02 4.8596E-02 - __1 40. 0 22.06 . 4.435 4.974. 0.6250 0.0000 0.0000 0.3047 0.3061 1 50 0 16.04 3.227 4.971 0.6250 0.0000 0.0000 0.1616 0.1618 '1 0 0 20.12 4.044 4.975 0.6250 0.0000 0.0000 0.2536 0.2544 M:VOBS%564-014\data\EXTRAN2KV. eWswmml 014>2.tloc 31 of 52 Printed: 3:34 PM. 06/28/00 1 5 2 10 0 18.94 3.806 4.977 0. 6250 0.0000 0.0000 0.2246 0.2253 2 20 0 17.64 3.544 4.978 0.6250 0.0000 0.0000 0.1948 0.1952 2 30 0 17.23 3.461 4.978 0.6250 0.0000 0.0000 0.1858 0.1862 2 40 0 17.26 3.467 4.978 0.6250 0. 0000 0.0000 0,1865 0.1868 2 50 0 17.39 3.494 4.978 0.6250 0. 0000 0.0000 0.1893 0.1897 2 0 0 17.54 3.525 4.978 0.6250 0.0000 0.0000 0.1927 0.1931 3 10 0 17.74 3.564 4,978 0.6250 0.0000 0.0000 0.1971 0.1975 3 20 0 17.98 3.613 4,978 0,6250 0.0000 0.0000 0.2025 0.2029 3 30 0 18.23 3.663 4.977 0.6250 0.0000 0,0000 0.2081 0.2086 3 40 0 18.46 3.710 4.977 0.6250 0.0000 0.0000 0.2134 0.2140 3 50 0 18.69 3.755 4,977 0,6250 0.0000 0.0000 0.2186 0.2192 3 0 0 18.90 3.797 4.977 0.6250 0.0000 0.0000 0.2236 0.2242 4 10 0 19.10 3.838 4.977 0. 6250 0.0000 0,0000 0. 2284 0.2291 4 20 0 19.30 3.878 4.977 0.6250 0.0000 0.0000 0.2332 0.2339 4 30 0 19.50 1919 4.976 0.6250 0.0000 0.0000 0.2381 0.2388 4 40 0 19.70 3.959 4.976 0.6250 0.0000 0.0000 0.2430 0.2438 4 50 0 19.83 3.984 4.976 0.6250 0.0000 0.0000 0.2461 0.2469 4 0 0 20.02 4.023 4.976 0.6250 0.0000 0,0000 0.2509 0.2517 5 10 0 20.31 4,082 4.976 0.6250 0.0000 0.0000 0.2583 0.2592 5 20 0 20.70 4.160 4.975 0.6250 0.0000 0.0000 0,2682 0.2692 5 30 0 21.14 4.248 4.975 0.6250 0.0000 0.0000 0.2797 0.2808 5 40 0 21.62 4.347 4.975 0.6250 0. 0000 0.0000 0.2928 0.2940 5 50 0 22.15 4.453 4,974 0,6250 0. 0000 0.0000 0.3072 0.3086 5 0 0 22.68 4.561 4.974 0.6250 0.0000 0.0000 0,3222 0.3238 6 10 0 23.20 4.665 4.973 0.6250 0.0000 0.0000 0.3371 0.3389 6 20 0 23.73 4.773 4.973 0.6250 0.0000 0.0000 0.3527 0.3547 6 30 0 29.92 6.023 4.967 0.6250 0.0000 0,0000 0. 5603 0,5664 6 40 0 30.56 6.155 4.966 0. 6250 0.0000 0.0000 0. 5849 0.5915 6 50 0 30.70 6.184 4.965 0.6250 0.0000 0,0000 0. 5904 0.5971 6 0 0 30.84 6.212 4.965 0.6250 0. 0000 0,0000 0.5958 0.6027 7 10 0 30.94 6.233 4.964 0.6250 0.0000 0,0000 0.5998 0.6068 7 20 0 31.01 6.248 4.964 0.6250 0.0000 0.0000 0.6026 0.6096 7 30 0 31.06 6.258 4.964 0.6250 0.0000 0.0000 0.6045 0.6116 7 40 0 31.09 6.264 4.964 0.6250 0.0000 0,0000 0. 6056 0.6128 7 50 0 31.11 6.267 4.964 0. 6250 0.0000 0.0000 0. 6062 0.6134 7 0 0 31.11 6.268 4.964 0.6250 0.0000 0.0000 0.6064 0.6136 8 10 0 31.11 6.267 4.964 0.6250 0.0000 0.0000 0.6062 0.6134 8 20 0 31.09 6.264 4.964 0.6250 0.0000 0.0000 0.6058 0.6129 8 30 0 31.08 6.261 4.963 0.6250 0,0000 0.0000 0.6051 0.6122 8 40 0 31.04 6,255 4.963 0.6250 0.0000 0.0000 0.6039 0.6110 8 50 0 31.00 6.245 4.963 0.6250 0.0000 0.0000 0,6022 0.6092 8 0 0 30.94 6.234 4.963 0.6250 0. 0000 0.0000 0.5999 0.6069 9 10 0 30.86 6.219 4.963 0.6250 0.0000 0.0000 0.5972 0.6041 9 20 0 30.79 6.204 4.962 0.6250 0.0000 0,0000 0.5943 0.6012 9 30 0 30.71 6,189 4.962 0.6250 0.0000 0.0000 0.5913 0.5981 9 40 0 30.63 6.172 4.962 0.6250 0.0000 0.0000 0.5883 0.5950 9 50 0 30.54 6.166 4.962 0.6250 0.0000 0.0000 0.5851 0.5917 9 0 0 30.46 6.139 4.961 0.6250 0.0000 0.0000 0.5819 0.5884 10 10 0 30.37 6.121 4.961 0.6250 0.0000 0.0000 0.5785 0.5850 , 10 20 0 30.27 6,103 4,961 0,6250 0.0000 0,0000 0,5751 0.5815 10 30 0 30.18 6.084 4,960 0.6250 0.0000 0.0000 0.5716 0.5779 10 40 0 30.08 6.065 4.960 0,6250 0.0000 0.0000 0.5681 0,5743 10 50 0 29.98 6.045 4.960 0.6250 0.0000 0.0000 0.5645 0.5706 10 0 0 29.88 6,026 4.959 0,6250 0,0000 0.0000 0.5608 0.5668 11 10 0 29.78 6.006 4.959 0.6250 0,0000 0.0000 0.5570 0.5629 11 20 0 29.67 5. 984 4.959 0.6250 0,0000 0.0000 0.5532 0.5590 11 30 0 29.57 5.963 4.958 0.6250 0.0000 0.0000 0.5492 0.5550 11 40 0 29.46 5.941 4.958 0.6250 0. 0000 0.0000 0.5453 0.5509 11 50 0 29.34 5.919 4.958 0.6250 0. 0000 0.0000 0.5412 0.5467 11 0 0 29.23 5.896 4.957 0.6250 0.0000 0.0000 0.5370 0.5425 12 10 0 29.11 5.872 4.957 0.6250 0.0000 0.0000 0.5327 0.5381 12 20 0 28.99 5.848 4.957 0.6250 0.0000 0,0000 0.5284 0.5337 12 30 0 28.86 5.823 4.956 0.6250 0.0000 0,0000 0.5239 0.5291 12 40 0 28.73 5.798 4.956 0.6250 0.0000 0.0000 0.5194 0,5245 12 50 0 28.60 5.772 4.955 0.6250 0.0000 0.0000 0.5148 0.5198 12 0 0 28.47 5.745 4.955 0.6250 0.0000 0.0000 0.5101 0.5149 13 10 0 28.33 5.718 4.954 0.6250 0.0000 0.0000 0.5053 0,5100 13 20 0 28.19 5.690 4.954 0.6250 0.0000 0.0000 0.5003 0.5050 13 30 0 28.04 5.660 4.954 0.6250 0.0000 0.0000 0.4953 0,4998 13 40 0 27.89 5.630 4.953 0.6250 0.0000 0,0000 0.4900 0.4945 13 50 0 27.73 5.599 4.953 0.6250 0.0000 0.0000 0.4846 0.4889 13 0 0 27.57 5.566 4.952 0.6250 0.0000 0.0000 0.4790 0.4832 14 10 0 27.40 5.533 4.952 0.6250 0.0000 0.0000 0.4733 0.4774 14 20 0 27.22 5.497 4.951 0.6250 0.0000 0.0000 0.4673 0.4713 14 30 0 27.03 5,461 4,951 0.6250 0.0000 0.0000 0.4611 0.4650 14 40 0 26.84 5,423 4.950 0.6250 0.0000 0.0000 0.4547 0,4585 14 50 0 26.64 5.383 4.949 0.6250 0.0000 0.0000 0.4481 0.4517 14 0 0 26.43 5.341 4. 949 0.6250 0.0000 0.0000 0.4411 0.4446 15 10 0 26.21 5.296 4.948 0.6250 0.0000 0.0000 0.4339 0.4372 15 20 0 25.97 5.249 4.947 0.6250 0.0000 0.0000 0.4263 0.4295 M:VOBSW4-014tdata\FXRRAN2"U eMpsm m\564014M .dw 320152 Pnnted: 3:34 PM, 062&00 1 I 1 1 1 LJ 1 I 15 30 0 25.72 5.199 4.947 0.6250 0.0000 0.0000 0.4182 0.4213 15 40 0 25.45 5.146 4.946 0.6250 0.0000 0.0000 0.4098 0.4127 15 50 0 25.18 5.091 4.945 0.6250 0.0000 0.0000 0.4010 0.4038 15 0 0 24.89 5.033 4.944 0.6250 0.0000 0.0000 0.3921 0.3947 16 10 0 24.59 4.974 4.944 0.6250 0.0000 0.0000 0.3828 0.3854 16 20 0 24.27 4.911 4.943 0.6250 �' O A000 0.0000 0. 3733 0.3757 16 30 0 24.02 4.861 4.942 0.6250 0.0000 0.0000 0.3658 0.3680 16 40 0 23.73 4.802 4.941 0.6250 0.0000 0.0000 0.3570 0.3591 16 50 0 23.37 4.730 4.940 0.6250 0.0000 0.0000 0.3464 0.3484 16 0 0 22.98 4.654 4.939 0.6250 0.0000 0.0000 0. 3354 0. 3372 17 10 0 22.58 4.572 4.938 0.6250 0.0000 0.0000 0.3238 0.3255 17 20 0 22.15 4.487 4.936 0.6250 0.0000 0.0000 0.3119 0.3134 17 30 0 21.72 4.400 4.935 0.6250 0.0000 0.0000 0.3000 0.3013 17 40 0 21.27 4. 311 4.934 0.6250 0.0000 0.0000 0.2879 0.2892 17 50 0 20.81 4.219 4.933 0.6250 0.0000 0.0000 0.2758 0.2770 17 0 0 20.34 4.124 4.932 0.6250 0.0000 0.0000 0.2636 0.2646 Mean 23.54 4.75 Maximum 31.11 6.27 Minimum 0.00 0.00 Total 3.076E+05 +=9e==- -------------------------- ---" Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) Time Conduit:462 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node Iy11 ------- 0 10 ----- 0 0.0000 - ------ 0.0000 -------- 1.0000E-04 -------- 1.0000E-04 -------- ------- 0.0000 --------- 0.0000 --- 0.0000 - --- 0.0000 0 20 0 0.0000 9.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 ' 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0010 0.0001 1.0000E-04 1.0000E-04 0.0110 0.0001 0.0000 0.0000 ' 1 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 40 0 6.897 0.1526 45.20 0. 1477 0.0000 0.0000 1.1510E-03 1.6807E-05 1 50 0 0.0000 0.0000 26.54 0.1718 0.0000 0.0000 0.0000 0.0000 ' 1 0 0 5.1033E-03 7.2577E-05 70.32 0.2257 0.0000 0.0000 3.2657E-10 2.7442E-16 2 10 0 15.60 0.1440 108.3 0.3437 0.0000 0.0000 1.1062E-03 6.9552E-06 2 20 0 21.02 0.1580 133.0 0.4175 0.0000 0.0000 1.3373E-03 7.9483E-06 2 30 2 40 0 20.24 0 19.18 0.1417 0.1394 138.9 137.6 0.4341 0.4308 0.0100 0.0000 0.0010 1.1480E-11 0.0000 1.0535E-03 5.9214E-11 5.1699E-06 2 50 0 18.49 0.1369 135.1 0.4233 0.0000 0.0000 1.0170E-03 4.9554E-06 2 0 0 17.31 0.1313 131.9 0.4137 0.0000 0.0000 9.3727E-04 4.4179E-06 3 10 0 15.82 0.1239 127.7 0.4013 0.0000 0.0000 8.3757E-04 3.7678E-06 3 20 0 14.72 0.1197 123.0 0.3874 0.0000 0.0000 7.8205E-04 3.4734E-06 3 30 0 13.93 0.1177 118.4 0.3735 0.0000 0.0000 7.5582E-04 3.3952E-06 3 40 0 13.15 0.1154 113.9 0.3602 0.0000 0.0000 7.2676E-04 3.2901E-06 3 50 0 12.50 0.1140 109.7 0.3475 0.0000 0.0000 7.0758E-04 3.2541E-06 ' 3 0 4 10 0 11.91 0 11.56 0.1131 0.1135 105.7 101.9 0.3114 0.3239 0.0001 0.0000 0.0011 7.0020E-04 0.0000 6.9934E-04 3.3050E-01 3.4082E-06 4 20 0 11.20 0.1141 98.10 0.3124 0.0000 0.0000 7.0503E-04 3.5732E-06 4 30 0 10.86 0.1151 94.31 0.3009 0.0000 0.0000 7.1529E-04 3.7917E-06 4 40 0 10.55 0.1165 90.53 0.2894 0.0000 0.0000 7.3012E-04 4.0711E-06 4 50 0 10.36 0.1176 88.15 0.2821 0.0000 0.0000 7.4148E-04 4.2791E-06 ' 4 0 0 10.09 0.1195 84.44 0.2707 0.0000 0.0000 7.6294E-04 4.6665E-06 5 10 0 9.723 0.1234 78.78 0.2532 0.0000 0.0000 8.0779E-04 5.4706E-06 5 20 0 9.275 0.1302 71.26 0.2299 0.0000 0.0000 8.8739E-04 7.0265E-06 5 30 5 40 0 8.711 0 8.193 0.1400 0.1554 62.56 52.73 0.2027 0.1717 0.0010 0.0000 0.0001 1.0085E-03 0.0000 1.2077E-03 9.8464E-06 1.5748E-05 5 50 0 7.593 0.1810 41.95 0.1373 0.0000 0.0000 1.5652E-03 3.0831E-05 5 0 0 6.985 0.2266 30.83 0.1015 0.0000 0.0000 2.2542E-03 8.0943E-05 6 10 0 6.402 0.3229 19.82 6.5619E-02 0.0000 0.0000 3.7900E-03 3.5792E-04 6 20 0 5.385 0.6427 8.379 2.7865E-02 0.0000 0.0000 5.7648E-03 7.0973E-03 6 30 0 1.018 0.3295 3.091 1.0291E-02 0.0000 0.0000 1.8640E-05 6.0541E-03 6 40 0 0.1593 0.1551 1.022 3.4064E-03 0.0000 0.0000 9.1430E-07 1.4205E-03 6 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 0 7 10 0 0.0011 0 0.0000 0.0011 0.0000 1.0000E-04 1.0000E-04 1.0000E-14 1.0000E-04 0.0001 0.0000 0.0001 0.0000 0.0000 0.0000 0.0001 0.0000 7 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 30 0 -. 0.0000 _ 0.0000 1.0000E-04 1.0000E-04 0.0000 - 0.0000 0.0000 0.0000 7 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 '7 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 KQOBSl564-0141dalalExTRA142mmode10(s..n564o14x .doc 33 of 52 Printed: 3:34 PM. 06128/00 1q5 7 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 40 0 0.0000 0. 0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0. 0000 0.0000 0.0000 0.0000 10 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 5o 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0. 0000 0.0000 0.0000 0.0000 14 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0. 0000 0.0000 0.0000 0.0000 14 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0. 0000 0.0000 0.0000 0.0000 14 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 30 0 0.0000 0. 0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 Mean 3.05 0.04 Maximum 21.02 0.64 Minimum 0.00 0.00 Total 2.889E+03 Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) Time Conduit:67 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node 1 I I 11 L� I I I -- - - - - -- - - --- -- - - - - ---- - - - - ---- - - - - ---- - - - - -- --- - - - --- ---- - - ----- - - - - -- 0 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 ' MMOBS15 4-014WWMEXTR WKIModeN(pswmmt5640 14¢.d. 3 of 52 Pnnted: 1: PM. 06/28/00 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0,0000 1.0000E-04 1.0000E-04 0,0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0,0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0,0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0,0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0,0000 0.0000 1 10 0 1.3253E-03 0.2321 5.6073E-03 1.1301E-02 0.0000 0.0000 2.0843E-05 2.8385E-03 1 20 0 7.454 1.514 4. 924 0,6250 0.0000 0.0000 3.5633E-02 3.5541E-02 ' 1 1 30 40 0 28.18 0 31.60 5.703 6.372 4.942 4.960 0.6250 0,6250 0.0000 0,0000 0.0000 0.5033 0,0000 0.6279 0.5067 0.6332 1 50 0 20.41 4.108 4.969 0.6250 0,0000 0.0000 0. 2619 0.2623 1 0 0 14.27 2.869 4.974 0.6250 0.0000 0.0000 0.1279 0.1278 2 10 0 11.21 2.252 4.977 0.6250 0.0000 0.0000 7.8800E-02 7.8661E-02 2 20 0 10.22 2.053 4.979 0.6250 0.0000 0.0000 6.5515E-02 6.5383E-02 ' 2 30 0 10.19 2.046 4.980 0.6250 0.0000 0,0000 6.5089E-02 6.4959E-02 2 40 0 11.82 2.374 4.979 0.6250 0.0000 0.0000 8.7585E-02 8.7448E-02 2 50 0 13.75 2.763 4.978 0. 6250 0.0000 0.0000 0.1186 0,1185 2 0 0 15.51 3. 117 4.977 0.6250 0.0000 0.0000 0.1509 0.1508 ' 3 10 0 17.31 3.478 4.976 0.6250 0.0000 0. 0000 0.1878 0.1879 3 20 0 19.28 3.875 4,975 0.6250 0.0000 0. 0000 0.2331 0.2334 3 30 0 21.40 4. 303 4.973 0.6250 0.0000 0.0000 0.2873 0.2879 3 40 0 23.34 4. 696 4.971 0.6250 0.0000 0. 0000 0.3419 0.3429 3 50 0 25.08 5.046 4.970 0.6250 0.0000 0. 0000 0.3945 0.3962 ' 3 0 0 26.63 5.360 4.968 0.6250 0.0000 0.0000 0.4450 0.4473 4 10 0 28.05 5.648 4.967 0.6250 0.0000 0.0000 0.4938 0.4968 4 20 0 29.38 5.917 4,966 0.6250 0.0000 0.0000 0,5417 0.5455 4 30 0 30.54 6.152 4.964 0.6250 0.0000 0,0000 0.5854 0.5900 ' 4 40 0 31. 58 6.364 4.963 0.6250 0.0000 0.0000 0.6262 0.6316 4 50 0 32.18 6.484 4. 962 0.6250 0.0000 0.0000 0.6500 0. 6559 4 0 0 32.88 6.627 4.951 0.6250 0,0000 0.0000 0.6788 0.6853 5 10 0 33.70 6.795 4.960 0.6250 0,0000 0.0000 0.7132 0.7205 5 20 0 34.31 6.920 4.959 0.6250 0.0000 0.0000 0.7396 0.7475 ' 5 30 0 34.93 7.046 4.958 0.6250 0.0000 0.0000 0,7665 0.7751 5 40 0 35.38 7.139 4.956 0.6250 0.0000 0.0000 0,7867 0.7959 5 50 0 35.76 7. 216 4.955 0.6250 0.0000 0.0000 0.8038 0.8135 5 0 0 36.08 7.282 4.954 0.6250 0.0000 0.0000 0,8185 0.8285 ' 6 10 0 36.37 7. 343 4.953 0.6250 0.0000 0.0000 0.8322 0.8426 6 20 0 36.50 7. 371 4.952 0.6250 0.0000 0,0000 0.8384 0.8490 6 30 0 30.97 6. 263 4.945 0.6250 0.0000 0,0000 0,6066 0.6115 6 40 0 30,74 6.211 4,943 0,6250 0,0101 0,0111 0,1982 0,6030 6 50 0 30.71 6. 214 4.942 0.6250 0.0000 0,0000 0.5973 0.6021 ' 6 0 0 30.85 6. 244 4.942 0.6250 0.0000 0.0000 0.6029 0.6078 7 10 0 30.96 6.265 4.941 0.6250 0.0000 0.0000 0.6069 0,6119 7 20 0 31.03 6.279 4.941 0,6250 0.0000 0.0000 0.6098 0.6148 7 30 0 31.07 6.288 4.941 0. 6250 0.0000 0.0000 0.6114 0.6165 ' 7 40 0 31.09 6,294 4.941 0.6250 0.0000 0.0000 0.6125 0.6176 7 50 0 31.11 6,297 4.940 0.6250 0.0000 0.0000 0.6131 0.6182 7 0 0 31.11 6,297 4.940 0.6250 0.0000 0.0000 0.6132 0.6184 8 10 0 31, 11 6,297 4,941 1,1250 1,1011 1,1100 1,6131 0,6112 8 20 0 31.09 6.294 4,940 0.6260 0.0000 0,0000 0,6126 0,6177 8 30 0 31.08 6.291 4.940 0.6250 0.0000 0,0000 0,6119 0,6170 8 40 0 31.04 6.284 4.940 0.6250 0.0000 0,0000 0,6107 0,6158 8 50 0 31.00 6.275 4.940 0.6250 0.0000 0.0000 0,6089 0.6139 8 0 0 30.94 6. 263 4.940 0.6250 0,0000 0.0000 0,6066 0,6116 ' 9 10 0 30.87 6. 249 4.940 0.6250 0.0000 0.0000 0,6038 0.6088 9 20 0 30.79 6.233 4.940 0.6250 0.0000 0.0000 0.6009 0.6058 9 30 0 30.71 6.217 4.939 0.6250 0.0000 0.0000 0.5978 0.6027 9 40 0 30,63 6.211 4,939 1,1250 0,0010 0,1011 0,1947 0.5991 9 50 0 30.54 6.184 4.939 0.6250 0.0000 0.0000 0.5915 0.5962 ' 9 0 0 30.46 6.167 4.939 0.6250 0.0000 0.0000 0.5882 0.5928 10 10 0 30.37 6.149 4.939 0.6250 0.0000 0.0000 0.5848 0.5893 10 20 0 30.28 6.130 4.939 0.6250 0.0000 0.0000 0.5813 0.5858 10 30 0 30.18 6.111 4.939 0.6250 0.0000 0.0000 0.5777 0.5821 ' 10 40 0 30.09 6.092 4.939 0.6250 0.0000 0.0000 0.5741 0.5784 10 50 0 29.99 6.072 4,939 0.6250 0,0000 0.0000 0. 5704 0.5746 10 0 0 29.89 6.052 4.938 0.6250 0,0000 0.0000 0.5666 0.5708 11 10 0 29,71 6.031 4,938 0,6250 0,0100 0.0001 1,1627 0. 5619 11 20 0 29.68 6.010 4.938 0.6250 0.0000 0.0000 0.5588 0.5629 ' 11 30 0 29.57 5.988 4.938 0.6250 0.0000 0,0000 0,5548 0.5588 11 40 0 29.46 5.966 4.938 0. 6250 0.0000 0.0000 0.5507 0.5546 11 50 0 29.35 5.943 4.938 0.6250 0.0000 0.0000 0.5465 0.5504 11 0 0 29.23 5.920 4.938 0.6250 0.0000 0.0000 0.5423 0.5461 ' 12 10 0 29.11 5.896 4.937 0.6250 0.0000 0.0000 0.5379 0.5416 12 20 0 28.99 6.871 4.937 0.6250 0.0000 0.0000 0,5335 0.5371 12 30 0 28.86 5.846 4.937 0.6250 0.0000 0.0000 0.5289 0.5325 ' 12 40 0 28.73 5.821 4,937 0,6250 0,0111 0,0010 0.5243 0. 5271 12 50 0 28.60 5.794 4.937 0.6250 0.0000 0.0000 0.5196 0. 5230 12 0 0 28.47 5.767 4.937 0.6250 0.0000 0.0000 0.5148 0.5181 13 10 0 28.33 5.739 4.936 0.6250 0.0000 0.0000 0.5099 0.5131 13 20 0 28.19 5.711 4.936 0.6250 0.0000 0.0000 0.5048 0.5080 30 0 28.04 5.681 4.936 0.6250 0.0000 0.0000 0,4996 0.5027 '13 M.WBSl5 l4Nata\EX N2KW1 .P (pswm.l 0/4M .dm 35 of 52 Printed 3:34 PM, 062WM 1N�13 40 0 27.89 5.651 4.936 0.6250 0.0000 0.0000 0.4943 0.4973 13 50 0 27.73 5.619 4.936 0.6250 0.0000 0.0000 0.4888 0.4917 13 0 0 27.57 5.586 4.935 0.6250 0.0000 0.0000 0.4831 0.4859 14 10 0 27.40 5.552 4.935 0.6250 0.0000 0.0000 0.4772 0.4800 14 20 0 27.22 5.516 4.935 0.6250 0.0000 0.0000 0.4712 0.4738 14 30 0 27.04 5.479 4.935 0.6250 0.0000 0.0000 0.4649 0.4674 14 40 0 26.85 5.440 4.935 0.6250 0.0000 0.0000 0.4583 0.4608 14 50 0 26.64 5.400 4.934 0.6250 0.0000 0.0000 0.4516 0. 4540 14 0 0 26.43 5.357 4.934 0.6250 0.0000 0.0000 0.4445 0.4468 15 10 0 26.21 5.312 4.934 0. 6250 0.0000 0.0000 0.4371 0.4393 15 20 0 25.98 5.265 4.933 0.6250 0.0000 0.0000 0.4294 0.4315 15 30 0 25.72 5.215 4.933 0.6250 0.0000 0.0000 0.4213 0.4232 15 40 0 25.46 5.161 4.933 0.6250 0.0000 0.0000 0.4127 0.4145 15 50 0 25.18 5.105 4.933 0.6250 0.0000 0.0000 0.4038 0.4056 15 0 0 24.89 5.047 4.932 0.6250 0.0000 0.0000 0.3947 0.3963 16 10 0 24.59 4.986 4.932 0.6250 0.0000 0.0000 0.3853 0.3869 16 20 0 24.28 4.923 4.932 0.6250 0.0000 0.0000 0.3757 0.3771 16 30 0 24.00 4.866 4.931 0.6250 0.0000 0.0000 0.3670 0.3684 16 40 0 23.73 4.813 4.930 0.6250 0.0000 0.0000 0.3591 0.3604 16 50 0 23.37 4.741 4.930 0.6250 0.0000 0.0000 0.3484 0. 3496 16 0 0 22.99 4.664 4.929 0.6250 0.0000 0.0000 0.3373 0.3383 17 10 0 22.58 4.582 4.929 0.6250 0.0000 0.0000 0.3255 0.3264 17 20 0 22.16 4.496 4.928 0.6250 0.0000 0.0000 0.3135 0.3143 17 30 0 21.72 4.408 4.928 0.6250 0.0000 0.0000 0.3014 0.3021 17 40 0 21.28 4.318 4.927 0.6250 0.0000 0.0000 0.2892 0.2899 17 50 0 20.82 4.226 4.927 0.6250 0.0000 0.6000 0.2770 0.2776 17 0 0 20.35 4.131 4.926 0.6250 0.0000 0.0000 0.2647 0.2652 Mean 25.37 5.13 Maximum 36.50 7.37 Minimum 0.00 0.00 Total 3.327E+05 *----------------------- ------------------------------- = --- =--=* Time History of Flow and Velocity 0(cfs), Vel(ft/s). Total(cubic feet) ------------ Time Conduit:611 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node ---- 0 10 ---- 0 0.0000 -------- 0.0000 -------- 1.0000E-04 -------- 1.0000E-04 ------- --------- 0.0000 ----- 0.0000 - -------- 0.0000 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.000D 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 20 0 0.0000 0.0000 9.6111E-02 9.4211E-03 0.0000 0.0000 0.0000 0.0000 1 30 0 0.0000 0.0000 0.9012 8.2743E-02 0.0000 0.0000 0.0000 0.0000 1 40 0 0.0000 0.0000 3.267 0. 2529 0.0000 0.0000 0.0000 0.0000 1 50 0 0.0000 0.0000 6.111 0.4073 0.0000 0.0000 0.0000 0.0000 1 0 0 0.0000 0.0000 8.722 0.5224 0.0000 0.0000 0.0000 0.0000 2 10 0 7.470 0.3132 23.85 0.6876 0.0000 0.0000 5.3157E-03 2.6467E-05 2 20 0 23.24 0.6977 33.31 0.8830 0.0000 0.0000 2.4719E-02 2.7729E-04 2 30 0 28.47 0.6164 46.19 1.073 0.0000 0.0000 2.0041E-02 1.4557E-04 2 40 0 27.64 0.4714 58.63 1.219 0.0000 0.0000 1.2176E-02 5.0864E-05 2 50 0 25.57 0.3714 68.87 1.323 0.0000 0.0000 7.7439E-03 2.0744E-05 2 0 0 23.14 0.2995 77.27 1.399 0.0000 0.0000 5.1212E-03 9.4429E-06 3 10 0 20.14 0.2427 82.97 1.444 0.0000 0.0000 3.4074E-03 4.5177E-06 3 20 0 16.87 0.1949 86.54 1.467 0.0000 0.0000 2.2200E-03 2.1435E-06 3 30 0 13.80 0.1566 88.11 1.471 0.0000 0.0000 1.4445E-03 1.0378E-06 3 40 0 11.10 0.1258 88.27 1.463 0.0000 0.0000 9.3835E-04 5.0903E-07 3 50 0 8.745 9.9687E-02 87.73 1.449 0.0000 0.0000 5.9309E-04 2.4083E-07 3 0 0 6.717 7.7296E-02 86.90 1.433 0.0000 0.0000 3.5863E-04 1.0653E-07 4 10 0 4.976 5.7864E-02 86.00 1.416 0.0000 0.0000 2.0209E-04 4.2155E-08 4 20 0 3.461 4.0664E-02 85.11 1.400 0.0000 0.0000 1.0035E-04 1.3625E-08 4 30 0 2.170 2.5759E-02 84.25 1.383 0.0000 0.0000 4.0494E-05 3.1579E-09 4 40 0 1.131 1.3546E-02 83.47 1.367 0.0000 0.0000 1.1262E-05 4.0312E-10 4 50 0 0.6221 7.4943E-03 83.02 1.357 0.0000 0.0000 3.4594E-06 6.0550E-11 4 0 0 9.6455E-02 1.1709E-03 82.38 1.342 0.0000 0.0000 8.4925E-08 1.5882E-13 5 10 0 0.0000 0.0000 40.92 1.333 0.0000 0.0000 0.0000 0.0000 5 20 0 0.0000 0.0000 40.71 1.329 0.0000 0.0000 0.0000 0.0000 5 30 0 0.0000 0.0000 40.52 1.325 0.0000 0.0000 0.0000 0.0000 5 40 0 0.0000 0.0000 40.32 1.322 0.0000 0.0000 0.0000 0.0000 5 50 0 0.0000 0.0000 40.11 1.318 0.0000 0.0000 0.0000 0.0000 5 0 0 0.0000 0.0000 39.89 1.314 0.0000 0.0000 0.0000 0.0000 M:WBS\564-01 IWata\F TR NMN!odetkXpsv o,m WI4x2,dm 36 of 52 Printed: 3:34 PM. 0&28/00 11 1 1 11 [1 ' 6 10 0 0.0000 0.0000 39.67 1.310 0.0000 0.0000 0.0000 0.0000 6 20 0 0.0000 0.0000 39.39 1.305 0.0000 0.0000 0.0000 0.0000 6 30 0 0.0000 0.0000 39.06 1.299 0.0000 0.0000 0.0000 0.0000 6 40 0 0.0000 0.0000 38.70 1.292 0.0000 0.0000 0.0000 0.0000 6 50 0 0.0000 0.0000 38.32 1.285 0.0000 0.0000 0.0000 0.0000 6 0 0 0.0000 0.0000 37.92 1.278 0.0000 0.0000 0.0000 0.0000 7 10 0 0.0000 0.0000 37.53 1.270 0.0000 0.0000 0.0000 0.0000 7 20 0 0.0000 0.0000 37.19 1.264 0.0000 0.0000 0.0000 0.0000 ' 7 30 0 0.0000 0.0000 36.88 1.258 0.0000 0.0000 0.0000 0.0000 7 40 0 0.0000 0.0000 36.61 1.253 0.0000 0.0000 0.0000 0.0000 7 50 0 0.0000 0.0000 36.35 1.248 0.0000 0.0000 0.0000 0.0000 7 0 0 0.0000 0.0000 36.11 1.243 0.0000 0.0000 0.0000 0.0000 8 10 0 0.0000 0.0000 35.87 1.239 0.0000 0.0000 0.0000 0.0000 ' 8 20 0 0.0000 0.0000 35.65 1.234 0.0000 0.0000 0.0000 0.0000 8 30 0 0.0000 0.0000 35.44 1.230 0.0000 0.0000 0.0000 0.0000 8 40 0 0.0000 0.0000 35.28 1.227 0.0000 0.0000 0.0000 0.0000 8 50 0 0.0000 0.0000 35.16 1.225 0.0000 0.0000 0.0000 0.0000 8 0 0 0.0000 0.0000 35.07 1.223 0.0000 0.0000 0.0000 0.0000 9 10 0 0.0000 0.0000 35.01 1.222 0.0000 0.0000 0.0000 0.0000 9 20 0 0.0000 0.0000 34.96 1.221 0.0000 0.0000 0.0000 0.0000 9 30 0 0.0000 0.0000 34.93 1.220 0.0000 0.0000 0.0000 0.0000 9 40 0 0.0000 0.0000 34.90 1.220 0.0000 0.0000 0.0000 0.0000 9 50 0 0.0000 0.0000 34.87 1.219 0.0000 0.0000 0.0000 0.0000 9 0 0 0.0000 0.0000 34.85 1.219 0.0000 0.0000 0.0000 0.0000 10 10 0 0.0000 0.0000 34.83 1.219 0.0000 0.0000 0.0000 0.0000 10 20 0 0.0000 0.0000 34.82 1.218 0.0000 0.0000 0.0000 0.0000 ' 10 30 0 0.0000 0.0000 34.80 1.218 0.0000 0.0000 0.0000 0.0000 10 40 0 0.0000 0.0000 34.79 1.218 0.0000 0.0000 0.0000 0.0000 10 50 0 0.0000 0.0000 34.78 1.217 0.0000 0.0000 0.0000 0.0000 10 0 0 0.0000 0.0000 34.76 1.217 0.0000 0.0000 0.0000 0.0000 11 10 0 0.0000 0.0000 34.75 1.217 0.0000 0.0000 0.0000 0.0000 11 20 0 0.0000 0.0000 34.74 1.217 0.0000 0.0000 0.0000 0.0000 11 30 0 0.0000 0.0000 34.72 1.216 0.0000 0.0000 0.0000 0.0000 11 40 0 0.0000 0.0000 34.71 1.216 0.0000 0.0000 0.0000 0.0000 11 50 0 0.0000 0.0000 34.69 1.216 0.0000 0.0000 0.0000 0.0000 ' 11 0 0 0.0000 0.0000 34.68 1.216 0.0000 0.0000 0.0000 0.0000 12 10 0 0.0000 0.0000 34.67 1.215 0.0000 0.0000 0.0000 0.0000 12 20 0 0.0000 0.0000 34.65 1.215 0.0000 0.0000 0.0000 0.0000 12 30 0 0.0000 0.0010 34.64 1.215 0.0110 0.0011 0.0000 0.0000 12 40 0 0.0000 0.0000 34.62 1.214 0.0000 0.0000 0.0000 0.0000 ' 12 50 0 0.0000 0.0000 34.60 1.214 0.0000 0.0000 0.0000 0.0000 12 0 0 0.0000 0.0000 34.59 1.214 0.0000 0.0000 0.0000 0.0000 13 10 0 0.0000 0.0000 34.57 1.213 0.0000 0.0000 0.0000 0.0000 13 20 0 0.0000 0.0000 34.55 1.213 0.0000 0.0000 0.0000 0.0000 ' 13 30 0 0.0000 0.0000 34. 53 1. 213 0.0000 0.0000 0.0000 0.0000 13 40 0 0.0000 0.0000 34.52 1.212 0.0000 0.0000 0.0000 0.0000 13 50 0 0.0000 0.0000 34.50 1.212 0.0000 0.0000 0.0000 0.0000 13 0 0 0.0001 0.0001 34.48 1.211 0.0011 0.0001 0.0000 0.0010 14 10 0 0.0000 0.0000 34.46 1.211 0.0000 0.0000 0.0000 0.0000 ' 14 20 0 0.0000 0.0000 34.44 1.211 0.0000 0.0000 0.0000 0.0000 14 30 0 0.0000 0.0000 34.41 1.210 0.0000 0.0000 0.0000 0.0000 14 40 0 0.0000 0.0000 34.39 1.210 0.0000 0.0000 0.0000 0.0000 14 50 0 0.0000 0.0000 34.37 1.209 0.0000 0.0000 0.0000 0.0000 ' 14 0 0 0.0000 0.0000 34.34 1.209 0.0000 0.0000 0.0000 0.0000 15 10 0 0.0000 0.0000 34.32 1.208 0.0000 0.0000 0.0000 0.0000 15 20 0 0.0000 0.0000 34.29 1.208 0.0000 0.0000 0.0000 0.0000 15 30 0 0.0110 0.0010 34.21 1.207 0.0011 0.0111 0.0011 0.0000 15 40 0 0.0000 0.0000 34.23 1.207 0.0000 0.0000 0.0000 0.0000 ' 15 50 0 0.0000 0.0000 34.20 1.206 0.0000 0.0000 0.0000 0.0000 15 0 0 0.0000 0.0000 34.17 1.205 0.0000 0.0000 0.0000 0.0000 16 10 0 0.0000 0.0000 34.13 1.205 0.0000 0.0000 0.0000 0.0000 16 20 0 0.0000 0.0000 34.10 1.204 0.0000 0.0000 0.0000 0.0000 ' 16 30 0 0.0000 0.0000 34.06 1.203 0.0000 0.0000 0.0000 0.0000 16 40 0 0.0000 0.0000 33.98 1.202 0.0000 0.0000 0.0000 0.0000 16 50 0 0.0000 0.0000 33.91 1.200 0.0000 0.0000 0.0000 0.0000 16 0 0 0.0110 0.0100 33.84 1.199 0.0011 0.0000 0.0000 0.0111 17 10 0 0.0000 0.0000 33.77 1.198 0.0000 0.0000 0.0000 0.0000 17 20 0 0.0000 0.0000 33.70 1.196 0.0000 0.0000 0.0000 0.0000 17 30 0 0.0000 0.0000 33.63 1.195 0.0000 0.0000 0.0000 0.0000 17 40 0 0.0000 0.0000 33.55 1.193 0.0000 0.0000 0.0000 0.0000 17 50 0 0.0000 0.0000 33.47 1.192 0.0000 0.0000 0.0000 0.0000 ' 17 0 0 0.0000 0.0000 33.39 1.190 0.0000 0.0000 0.0000 0.0000 Mean 2.09 0.04 Maximum 28.47 0.70 Minimum 0.00 0.00 Total 2.288E+03 119 ' M.UOBSS56-014ldala\EXTN N2MModelftsw mZWI4x20oc 37 o152 Paled: 334 PM. 062&00 JGAH-LSHVWN , � _______________-_-. Time History of Flow and Velocity O(cfs), Vel(ft/s), Total(cubic feet) ' Time Conduit:78 Hr:Mn:SC Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node , - 0 10 - 0 ---- 0.0000 -------- 0.0000 ------ 1.0000E-04 ------- 1.0000E-04 ------ 0.0000 -------- 0.0000 ----- ------- 0.0000 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0,0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0,0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 t 0 50 0 0.0000 0.0000 1.ODOOE-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.000DE-04 0.0000 0.0000 0.0000 0,0000 1 10 0 3.7575E-03 0.2161 1.6958E-02 1.9547E-02 0.0000 0.0000 1.2996E-05 2.5244E-03 1 20 0 39.44 3.061 12.89 1.000 0.0000 0.0000 0,1443 0.1466 1 30 0 84.93 6.600 12.87 1.000 0,0000 0.0000 0.7044 0.6490 1 40 0 134.8 10.67 12.64 1.000 0.0000 0.0000 1.757 1.776 1 50 0 109.2 8.628 12.65 1.000 0.0000 0.0000 1.152 1.160 1 0 0 97.06 7.666 12.66 1.000 0.0000 0.0000 0,9103 0.9148 2 10 0 82.20 6.491 12.66 1.000 0.0000 0,0000 0.6532 0.6553 ' 2 20 0 65.35 5.161 12.66 1.000 0.0000 0.0000 0.4132 0.4139 2 30 0 48.27 3,813 12.66 1.000 0.0000 0.0000 0.2256 0.2258 2 40 0 32.52 2.569 12.66 1.000 0.0000 0.0000 0.1025 0.1025 2 50 0 28.03 2.216 12.65 1.000 0.0000 0.0000 7.6245E-02 7.6217E-02 2 0 0 21.54 1.703 12.65 1.000 0.0000 0.0000 4.5021E-02 4.5002E-02 , 3 10 0 18.99 1.502 12.65 1.000 0.0000 0.0000 3.5019E-02 3.5002E-02 3 20 0 14.16 1.120 12.64 1.000 0.0000 0.0000 1.9480E-02 1.9469E-02 3 30 0 11.83 0.9358 12.64 1.000 0.0000 0.0000 1.3604E-02 1.3595E-02 3 40 0 10.46 0.8279 12.63 1.000 0.0000 0.0000 1.0646E-02 1.0639E-02 , 3 50 0 9.524 0.7542 12,63 LOGO 0.0000 0.0000 8.8360E-03 8.8303E-03 3 0 0 8.612 0.6822 12.62 1.000 0.0000 0.0000 7.2297E-03 7.2249E-03 4 10 0 6.726 0.5330 12.62 1.000 0.0000 0.0000 4.4127E-03 4.4098E-03 4 20 0 6.991 0.5542 12.62 1.000 0.0000 0,0000 4.7710E-03 4.7678E-03 4 30 0 6.357 0.5041 12.61 1.000 0.0000 0.0000 3.9473E-03 3.9446E-03 , 4 40 0 5.419 0.4298 12.61 1.000 0.0000 0.0000 2.8692E-03 2.8672E-03 4 50 0 4,881 0.3872 12.61 1.000 0.0000 0.0000 2.3286E-03 2.3270E-03 4 0 0 5.932 0.4707 12.60 1.000 0,0000 0.0000 3.4414E-03 3.4389E-03 5 10 0 3.159 0.2507 12.60 1.000 0.0000 0,0000 9.7621E-04 9.7552E-04 5 20 0 5.077 0.4030 12.60 1.000 0.0000 0.0000 2.5228E-03 2.5210E-03 5 30 0 5.946 0.4721 12.59 1.000 0.0000 0,0000 3.4624E-03 3.4602E-03 5 40 0 2.858 0,2270 12.59 1.000 0.0000 0.0000 8.0050E-04 7.9995E-04 5 50 0 3.572 0.2836 12.60 1.000 0.0000 0.0000 1.2479E-03 1.2501E-03 5 0 0 -1.548 -0.1219 12.70 1.000 0.0000 0.0000 2.2643E-04 2.3489E-04 ' 6 10 0 2.481 0.1919 12.93 1.000 0.0000 0.0000 5.5037E-04 5.9373E-04 6 20 0 4.275 0,3279 13.04 1.000 0.0000 0.0000 1.6367E-03 1.7021E-03 6 30 0 1.651 0.1262 13.08 1.000 0.0000 0.0000 2.4728E-04 2.4759E-04 6 40 0 3.204 0.2443 13.11 1,000 0.0000 0.0000 9.3204E-04 9.2142E-04 ' 6 50 0 3.557 0.2713 13.11 1.000 0.0000 0.0000 1.1547E-03 1.1320E-03 6 0 0 2.372 0.1815 13.07 1.000 0.0000 0,0000 5.1889E-04 5.0384E-04 7 10 0 0,8153 6.2588E-02 13.03 1.000 0.0000 0,0000 6.1993E-05 5.9672E-05 7 20 0 8.2094E-02 6.3163E-03 13.00 1.000 0.0000 0,0000 6.3276E-07 6.0637E-07 7 30 0-9.6502E-02-7.4373E-03 12.98 1.000 0.0000 0.0000 8.7773E-07 6.4026E-07 ' 7 40 0-0.1270 -9.7959E-03 12.96 1.000 0.0000 0.0000 1.5235E-06 1.4571E-06 7 50 0-1.0000E-03-7.7222E-05 12.95 1.000 0.0000 0.0000 9.4694E-11 9.0522E-11 7 0 0 0.1220 9.4308E-03 12.94 1.000 0.0000 0.0000 1.4125E-06 1.3499E-06 8 10 0 0.2542 1.9665E-02 12.94 1.000 0.0000 0.0000 6.1418E-06 5.8691E-06 ' 8 20 0 0,3777 2.9223E-02 12.93 1.000 0.0000 0.000D 1.3561E-05 1.2963E-05 8 30 0 0,5049 3.9077E-02 12.93 1.000 0.0000 0.0000 2.4244E-05 2.3185E-05 8 40 0 0.5898 4.5646E-02 12.93 1.000 0.0000 0.0000 3.3072E-05 3.1642E-05 8 50 0 0.6413 4.9638E-02 12.93 1.000 0.0000 0.0000 3.9094E-05 3.7434E-05 8 0 0 0.6565 5.0814E-02 12.93 1.000 0.0000 MOOD 4.0956E-05 3.9241E-05 , 9 10 0 0,6069 4.6971E-02 12.93 1.000 0.0000 0,0000 3.4982E-05 3.3544E-05 9 20 0 0.5139 3.9781E-02 12.93 1.000 0.0000 0.0000 2.5083E-05 2.4069E-05 9 30 0 0,3829 2.9642E-02 12.92 1.000 0.0000 0.0000 1.3925E-05 1.3365E-05 9 40 0 0,2001 1.5489E-02 12.92 1.000 0.0000 0.0000 3.8018E-06 3.6498E-06 ' 9 50 0 1.5837E-02 1.2249E-03 12.92 1.000 0.0000 0,0000 2.3778E-08 2.2823E-08 9 0 0-0.1288 -9.9847E-03 12.91 1.000 0.0000 0,0000 1.5803E-06 1.5161E-06 10 10 0-0.2476 -1.9188E-02 12.91 1.000 0.0000 0,0000 5.8388E-06 5.5972E-06 10 20 0-0.3402 -2.6381E-02 12.90 1.000 0.0000 0,0000 1.1043E-05 1.0574E-05 10 30 0-0,3583 -2.7795E-02 12.90 1.000 0.0000 0.0000 1.2265E-05 1.1732E-05 10 40 0-0.3068 -2.3819E-02 12.89 1.000 0.0000 0.0000 9.0113E-06 8.6109E-06 10 50 0-0.2217 -1.7223E-02 12.88 1.000 0.0000 0,0000 4.7132E-06 4.4998E-06 .� 10 0 0-7.7834E-02-6.0490E-03 12.88 1.000 0.0000 0.0000 5.8154E-07 5.5496E-07 11 10 0 8.0717E-02 6.2750E-03 12.87 1.000 0.0000 0.0000 6.2592E-07 5.9708E-07 11 20 0 0.2000 1.5553E-02 12.87 1.000 0.0000 0.0000 3.8451E-06 3.6679E-06 11 30 0 0.2876 2.2361E-02 12.87 1.000 0.0000 0.0000 7.9464E-06 7.5640E-06 11 40 0 0.3126 2.4311E-02 12.86 1.000 0.0000 0.0000 9.3902E-06 8.9678E-06 11 50 0 0.2571 2.0005E-02 12.86 1.000 0.0000 0.0000 6.3573E-06 6.0733E-06 , M:UOBS%564-0141daWT�T tAN2MModeKXPS nm�0i4x2.doc 38 of 52 Printed: 3:34 PM, 0628/00 ' 11 0 0 0,1144 8.9011E-03 12.86 1.000 0.0000 0.0000 1.2585E-06 1.2024E-06 12 10 0-3.8724E-02-3.0185E-03 12.85 1.000 0.0000 0.0000 1.4473E-07 1.3826E-07 12 20 0-0.1569 -1.2220E-02 12.84 1.000 0.0000 0.0000 2.3130E-06 2.2654E-06 12 30 0-0.2125 -1.6604E-02 12.84 1.000 0.0000 0.0000 4.3833E-06 4.1795E-06 ' 12 40 0-0.1840 -1.4356E-02 12.83 1.000 0.0000 0.0000 3.2186E-06 3.1227E-06 12 50 0-7.0353E-02-5.4930E-03 12.82 1.000 0.0000 0.0000 4.8018E-07 4.5702E-07 12 _0 0 8.0953E-02 6.3205E-03 12.81 1.000 0.0000 0.0000 6.3583E-07 6.0500E-07 13 10 0 0.2063 1.6117E-02 12.81 1.000 0.0000 0.0000 4.1339E-06 3.9344E-06 ' 13 20 0 0.2362 1.8456E-02 12.80 1.000 0.0000 0.0000 5.4196E-06 5.1609E-06 13 30 0 0.1520 1.1883E-02 12.80 1.000 0.0000 0.0000 2.2460E-06 2.1396E-06 13 40 0 6.9621E-03 5.4383E-04 12.79 1.000 0.0000 0.0000 4.7048E-09 4.4813E-09 13 50 0-0.1117 -8.7437E-03 12.78 1.000 0.0000 0.0000 1.2166E-06 1.1581E-06 13 0 0-0.1671 -1.3093E-02 12.77 1.000 0.0000 0.0000 2.7290E-06 2.5958E-06 ' 14 10 0-0.1632 -1.2797E-02 12.76 1.000 0.0000 0.0000 2.6081E-06 2.4787E-06 14 20 0-0.1024 -8.0318E-03 12.75 1.000 0.0000 0.0000 1.0278E-06 9.7601E-07 14 30 0-1.0000E-03-7.8484E-05 12.74 1,000 0.0000 0.0000 9.8162E-11 9.3167E-11 14 40 0 0.1103 8.6710E-03 12.73 1.000 0,0000 0.0000 1.1982E-06 1.1371E-06 ' 14 50 0 0.1964 1.5443E-02 12.72 1.002 0.0000 0.0000 3.7997E-06 3.6080E-06 14 0 0 0.2142 1.6780E-02 12.72 1.004 0.0000 0.0000 4.4842E-06 4.2612E-06 15 10 0 0.1580 1.2436E-02 12.71 1.007 0.0000 0.0000 2.4621E-06 2.3414E-06 15 20 0 3.3651E-02 2.6496E-03 12.70 1.009 0.0000 0.0000 1.1174E-07 1.0632E-07 15 30 0-8.5327E-02-6.7295E-03 12.69 1.013 0.0000 0.0000 7.2070E-07 6.8590E-07 15 40 0-0.1372 -1.0829E-02 12.68 1,018 0.0000 0.0000 1.8662E-06 1.7761E-06 15 50 0-8.7272E-02-6.8963E-03 12.66 1.023 0.0000 0.0000 7.5685E-07 7.2037E-07 15 0 0 3.0821E-02 2.4364E-03 12.65 1.027 0.0000 0.0000 9.4443E-08 8.9929E-08 16 10 0 0.1434 1.1351E-02 12.64 1.031 0.0000 0.0000 2.0493E-06 1.9529E-06 ' 16 20 0 0.1688 1.3374E-02 12.63 1.035 0.0000 0.0000 2.8432E-06 2.7127E-06 16 30 0 0.6463 5.1385E-02 12.59 1.046 0.0000 0.0000 4.1932E-05 4.0078E-05 16 40 0 3.9431E-02 3.1423E-03 12.55 1.060 0.0000 0.0000 1.5664E-07 1.5005E-07 16 50 0 4.0980E-02 3.2709E-03 12.53 1.066 0.0000 0.0000 1.6963E-07 1.6267E-07 16 0 0 4.3228E-02 3.4578E-03 12.50 1.068 0.0000 0.0000 1.8965E-07 1.8171E-07 17 10 0 4.5890E-02 3.6793E-03 12.47 1.071 0,0000 0.0000 2.1483E-07 2.0564E-07 17 20 0 4.7170E-02 3.7913E-03 12.44 1.073 0.0000 0.0000 2.2823E-07 2.1823E-07 17 30 0 4.8603E-02 3.9158E-03 12.41 1.080 0.0000 0.0000 2.4367E-07 2.3258E-07 17 40 0 5.0131E-02 4.0479E-03 12.38 1.090 0.0000 0.0000 2.6074E-07 2.4821E-07 ' 17 50 0 5.1879E-02 4.1988E-03 12.36 1.101 0.0000 0.0000 2.8092E-07 2.6669E-07 17 0 0 5.3938E-02 4.3761E-03 12.33 1.113 0.0000 0.0000 3.0557E-07 2.8925E-07 Mean 8.30 0.66 Maximum 134,79 11,17 Minimum -1.55 -0.12 Total 4.251E+04 Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) ' ------------ Time Conduit:89 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node 0 10 _____ 0 0.0000 ________ 0.0000 ________ 1.0000E-04 ________ 1.0000E-04 ________ 0.0000 0.0000 0.0000 0.0000 0 20 0 0,0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0,0000 0.0000 0.0000 0 30 0 0,1100 0,1000 1.0000E-04 1.0000E-04 0.0101 0,1110 0,0101 0,0010 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 5.6326E-02 0.7704 7.2563E-02 5.0851E-02 0.0000 0.0000 1.7530E-03 2.2542E-02 1 20 0 31.91 2.671 11.95 1.108 0.0000 0.0000 0.1299 9.3161E-02 ' 1 30 0 61.91 4.913 12.60 1.000 0.0000 0.0000 0.3749 0.3747 1 40 0 104.8 8.264 12.69 1.000 0.0000 0.0000 1,058 1.063 1 50 0 98.24 7.743 12.69 1.000 0.0000 0.0000 0.9292 0.9329 1 0 0 89.91 1,088 12,69 1,110 0,0110 1,1011 0,7710 0,7111 2 10 0 77.39 6.105 12.68 1.000 0.0000 0.0000 0.5784 0.5790 ' 2 20 0 62.17 4.909 12.67 1.000 0.0000 0.0000 0.3744 0.3740 2 30 0 45.99 3.634 12.65 1.000 0.0000 0.0000 0.2054 0.2049 2 40 0 30.78 2.434 12.65 1.000 0.0000 0.0000 9.2112E-02 9.1834E-02 2 50 0 26.59 2.104 12.64 1.000 0.0000 0.0000 6.8856E-02 6.8621E-02 ' 2 0 0 20.41 1.615 12.64 1.000 0.0000 0.0000 4.0573E-02 4.0441E-02 3 10 0 18.69 1.480 12.63 1.000 0.0000 0.0000 3.4063E-02 3.3937E-02 3 20 0 14.05 1.113 12.63 1.000 0.0000 0.0000 1.9271E-02 1.9197E-02 3 30 0 11.75 0.9314 12,62 1.000 0.0001 1,1110 1.3497E-02 1.3444E-02 3 40 0 10.40 0.8243 12.62 1.000 0.0000 0.0000 1.0572E-02 1.0530E-02 ' 3 50 0 9.477 0.7515 12.61 1.000 0.0000 0.0000 8.7865E-03 8.7514E-03 3 0 0 8.576 0.6802 12.61 1.000 0.0000 0.0000 7.1990E-03 7.1702E-03 4 10 0 6.723 0.5334 12.60 1.000 0.0000 0.0000 4.4277E-03 4.4098E-03 20 0 6,938 0.5506 12.60 1.000 0.0000 0.0000 4.7177E-03 4.6987E-03 '4 M:VO BS1564-014Wat IEXTRAN2K ModenXps..m 564014#.doc 39 o(52 Printed: 3:34 PM, 06 WOO 4 51 30 0 6.316 0.4952 12.75 1,000 0.0000 0.0000 3.7216E-03 3.8939E-03 1 4 40 0 5.378 0.4177 12.87 1,000 0.0000 0.0000 2.5974E-03 2.8226E-03 4 50 0 4.902 0.3803 12.89 1.000 0.0000 0.0000 2.1477E-03 2.3461E-03 4 0 0 5.794 0.4503 12.87 1.000 0.0000 0.0000 3.0195E-03 3.2802E-03 5 10 0 3.123 0.2440 12.80 1.000 0.0000 0.0000 8.9603E-04 9.5330E-04 5 20 0 4.967 0.3919 12.67 1.000 0.0000 0.0000 2.3547E-03 2.4145E-03 - 5 30 0 5.877 0.4670 12.59 1.000 0.0000 0.0000 3.3901E-03 3.3828E-03 5 40 0 2.860 0.2288 12.50 1.062 0.0000 0.0000 8.2454E-04 B.0109E-04 5 50 0 3.526 0.2847 12.38 1.084 0.0000 0.0000 1.3039E-03 1.2148E-03 5 0 0 -1.671 -0.1346 12.41 1.092 0.0000 0.0000 3.0027E-04 2.6329E-04 6 10 0 1.934 0. 1598 12.11 1.108 0,0000 0.0000 4.6915E-04 3.2957E-04 6 20 0-0.1827 -1.5546E-02 11.83 1.107 0,0000 0.0000 4.6468E-06 2.9546E-06 6 30 0 3.8172E-02 3.2861E-03 11.62 1.104 0,0000 0.0000 2.1245E-07 1.2820E-07 6 40 0 2.614 0.2240 11.67 1.105 0,0000 0.0000 9.7837E-04 6.0227E-04 6 50 0 1.941 0.1664 11.67 1.105 0.0000 0.0000 5.3659E-04 3.3499E-04 6 0 0 1.382 0.1203 11.49 1.102 0.0000 0,0000 2.8671E-04 1.7043E-04 7 10 0 0.5833 5.1414E-02 11.34 1,098 0.0000 0.0000 5.3111E-05 3.0534E-05 7 20 0 0. 1301 1.1520E-02 11.28 1.097 0.0000 0.0000 2.6752E-06 1.5264E-06 7 30 0-9.1086E-02-8.0973E-03 11.25 1.097 0.0000 0.0000 1.3258E-06 7.5104E-07 7 40 0-5.2447E-02-4.6799E-03 11.22 1.096 0.0000 0.0000 4.4368E-07 2.5024E-07 7 50 0-1.0000E-03-8.9276E-05 11.20 1,096 0.0000 0.0000 1.6171E-10 9.0880E-11 7 0 0 9.6635E-02 8.6423E-03 11.19 1,095 0.0000 0.0000 1.5165E-06 8.5080E-07 8 10 0 0.1564 1.3980E-02 11.18 1.095 0.0000 0.0000 3.9684E-06 2.2259E-06 8 20 0 0.2545 2.2780E-02 11.18 1.095 0.0000 0.0000 1.0536E-05 5.9121E-06 8 30 0 0.3136 2.8044E-02 11.19 1.095 0.0000 0.0000 1.5955E-05 8.9690E-06 8 40 0 0.3734 3.3393E-02 11.19 1.095 0.0000 0.0000 2.2598E-05 1.2734E-05 8 50 0 0.4051 3.6210E-02 11.20 1.096 0.0000 0.0000 2.6546E-05 1.4993E-05 8 0 0 0.4077 3.6407E-02 11.21 1.096 0.0000 0.0000 2.6792E-05 1.5189E-05 9 10 0 0.3887 3.4686E-02 11.22 1.096 0.0000 0.0000 2.4293E-05 1.3807E-05 9 20 0 0.3218 2.8692E-02 11.22 1.096 0.0000 0,0000 1.6605E-05 9.4598E-06 9 30 0 0.2309 2.0587E-02 11.23 1.097 0.0000 0,0000 8.5430E-06 4.8747E-06 9 40 0 0.1319 1.1733E-02 11.23 1.097 0.0000 0.0000 2.7749E-06 1.5837E-06 9 50 0 1.8658E-02 1.6656E-03 11.22 1.096 0.0000 0.0000 5.5959E-08 3.1882E-08 9 0 0-6.7632E-02-6.0309E-03 11.21 1.096 0.0000 0.0000 7.3458E-07 4.1725E-07 10 10 0-0.1599 -1.4305E-02 11.19 1.096 0.0000 0.0000 4.1395E-06 2.3425E-06 10 20 0-0,1972 -1.7660E-02 11.17 1.095 0.0000 0,0000 6.3217E-06 3.5609E-06 10 30 0-0.2143 -1.9193E-02 11.15 1.095 0.0000 0.0000 7.4869E-06 4.1904E-06 10 40 0-0.1923 -1.7287E-02 11.13 1.094 0.0000 0.0000 6.0871E-06 3.3900E-06 10 50 0-0.1222 -1.1005E-02 11.11 1.094 0.0000 0.0000 2.4715E-06 1.3705E-06 10 0 0-3.6709E-02-3.3110E-03 11.09 1,093 0.0000 0.0000 2.2408E-07 1.2376E-07 11 10 0 3.8478E-02 3.4642E-03 11.08 1.093 0.0000 0.0000 2.4545E-07 1.3537E-07 11 20 0 0.1335 1.2047E-02 11.08 1,093 0.0000 0.0000 2.9689E-06 1.6369E-06 11 30 0 0.2015 1.8200E-02 11.08 1,093 0.0000 0.0000 6.7740E-06 3.7368E-06 11 40 0 0.1965 1.7731E-02 11.08 1,093 0.0000 0.0000 6.4251E-06 3.5498E-06 11 50 0 0.1432 1.2925E-02 11.08 1.093 0.0000 0.0000 3.4124E-06 1.8880E-06 11 0 0 7.7697E-02 7.0096E-03 11.08 1.093 0,0000 0.0000 1.0035E-06 5.5529E-07 12 10 0 1.0000E-03 9.0330E-05 11.07 1.093 0.0000 0.0000 1.6685E-10 9.2071E-11 12 20 0-9.8869E-02-8.9528E-03 11.05 1.092 0,0000 0,0000 1.6421E-06 9.0211E-07 12 30 0-0.1402 -1.2754E-02 11.03 1.092 0.0000 0.0000 3.3404E-06 1.8248E-06 12 40 0-0.1069 -9.7211E-03 11.00 1.091 0.0000 0.0000 1.9452E-06 1.0568E-06 12 50 0-3.1350E-02-2.8575E-03 10.98 1.091 0.0000 0.0000 1.6843E-07 9.1056E-08 12 0 0 5.9048E-02 5.3849E-03 10.97 1.090 0.0000 0.0000 5.9888E-07 3.2282E-07 13 10 0 0.1314 1.1990E-02 10.97 1.090 0.0000 0.0000 2.9693E-06 1.6000E-06 13 20 0 0,1466 1.3371E-02 10.97 1.090 0.0000 0.0000 3.6917E-06 1.9911E-06 13 30 0 9.3979E-02 8.5748E-03 10.96 1.090 0.0000 0.0000 1.5179E-06 8.1901E-07 13 40 0 5.0129E-03 4.5622E-04 10.95 1.090 0.0000 0.0000 4.3004E-09 2.3157E-09 13 50 0-6.5277E-02-5.9745E-03 10.93 1.089 0.0000 0.0000 7.3890E-07 3.9612E-07 13 0 0-9.5506E-02-8.7589E-03 10.91 1.089 0.0000 0.0000 1.5918E-06 8.4868E-07 14 10 0-9.2393E-02-8.4919E-03 10.89 1.088 0.0000 0.0000 1.4999E-06 7.9509E-07 14 20 0-6.2833E-02-5.7891E-03 10.86 1,088 0.0000 0.0000 6.9871E-07 3.6832E-07 14 30 0-1.0000E-03-9.2233E-05 10.84 1.087 0.0000 0.0000 1.7770E-10 9.3242E-11 14 40 0 6.6997E-02 6.1904E-03 10.83 1.087 0.0000 0.0000 8.0162E-07 4.1920E-07 14 50 0 0.1147 1.0608E-02 10.82 1.089 0.0000 0,0000 2.3564E-06 1.2293E-06 14 0 0 0.1277 1.1737E-02 10.81 1.090 0.0000 0,0000 2.8861E-06 1.5035E-06 15 10 0 9.4468E-02 8.7517E-03 10.80 1.092 0.0000 0,0000 1.6063E-06 8.3483E-07 15 20 0 2.4296E-02 2.2536E-03 10.78 1.095 0.0000 0,0000 1.0670E-07 5.5224E-08 15 30 0-4.6958E-02-4.3677E-03 10.76 1.097 0.0000 0.0000 4.0196E-07 2.0660E-07 15 40 0-7.6381E-02-7.1239E-03 10.73 1,101 0.0000 0.0000 1.0734E-06 5.4667E-07 15 50 0-4.9705E-02-4.6507E-03 10.70 1.105 0.0000 0.0000 4.5934E-07 2.3166E-07 15 0 0 1.9546E-02 1.8321E-03 10.67 1.108 0.0000 0.0000 7.1530E-08 3.5780E-08 16 10 0 8.7865E-02 8.2560E-03 10.65 1.111 0.0000 0.0000 1.4558E-06 7.2422E-07 16 20 0 0.1036 9.7539E-03 10.63 1.114 0.0000 0.0000 2.0354E-06 1.0084E-06 16 30 0 0.2806 2.6500E-02 10.59 1.124 0.0000 0.0000 1.5078E-05 7.4062E-06 '. 16 40 0 2.3556E-02 2.2474E-03 10.48 1.133 0.0000 0,0000 1.1003E-07 5.2168E-08 16 50 0 2.5152E-02 2.4082E-03 10.44 1.138 0.0000 0,0000 1.2688E-07 5.9522E-08 16 0 0 2.6015E-02 2.5018E-03 10.40 1.139 0.0000 0,0000 1.3747E-07 6.3869E-08 17 10 0 2.7060E-02 2.6145E-03 10.35 1.139 0. 0000 0.0000 1.5078E-07 6.9321E-08 17 20 0 2.7421E-02 2.6627E-03 10.30 1.140 0.0000 0,0000 1.5709E-07 7.1422E-08 17 30 0 2.7851E-02 2.7184E-03 10.25 1.141 0.0000 0.0000 1.6451E-07 7.3927E-08 17 40 0 2.8312E-02 2.7782E-03 10.19 1.141 0.0000 0.0000 1.7266E-07 7.6656E-08 M:VOBSW-014WatalE%TRAN2KUAotlellX ..w 564014a2.4oc 40 of 52 Printed: 3 U PM, 06/28/00 I LI 11 1 1 LII n LEI' LI 1 'u L1 1 1 17 50 0 2.8860E-02 2.8477E-03 10.13 17 0 0 2.9453E-02 2.9231E-03 10.08 Mean 7.31 0.59 Maximum 104.84 8.26 Minimum -1.67 -0.13 Total 3.803E+04 1.142 0.0000 0.0000 1.8233E-07 7.9928E-08 1.143 0.0000 0.0000 1.9314E-07 8.3543E-08 Time History of Flow and Velocity Q(cfs), Vel(ft/s). Total(cubic feet) Time Conduit:1011 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node ------ 0 10 0 ---- 0.0000 -------- 0.0000 -------- 1.0000E-04 ------ 1.0000E-04 ---------------- 0.0000 0.0000 -------- 0.0000 -------- 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 10 0 0.0000 0.0000 1.2003E-03 8.3068E-03 0.0000 0.0000 0.0000 0.0000 1 20 0 26.13 8.994 2.906 0.4845 0.0000 0.0000 3.638 0.1115 ' 1 30 0 39.94 10.85 3.682 0.6222 0.0000 0.0000 3.300 0.7867 1 40 0 61.06 12.35 4.946 0.6250 0.0000 0.0000 2.373 2.360 1 50 0 63.65 12.84 4.958 0.6250 0.0000 0.0000 2.558 2.559 1 0 0 64.37 12.97 4.964 0.6250 0.0000 0.0000 2.608 2.613 2 10 0 64.63 13.01 4.969 0.6250 0.0000 0.0000 2.624 2.630 2 20 0 64.27 12.92 4.972 0.6250 0.0000 0.0000 2.592 2.596 2 30 0 63.24 12.71 4.976 0.6250 0.0000 0.0000 2.510 2.506 2 40 0 62.04 12.46 4.979 0.6250 0.0000 0.0000 2.416 2.405 2 50 0 60.97 12.24 4.981 0.6250 0.0000 0.0000 2.335 2.319 2 0 0 60.04 12.05 4.982 0.6250 0.0000 0.0000 2.266 2.245 3 10 0 59.25 11.89 4.982 0.6250 0.0000 0.0000 2.209 2.184 3 20 0 58.53 11.75 4.981 0.6250 0.0000 0.0000 2.157 2.130 3 30 0 57.86 11.62 4.980 0. 6250 0.0000 0.0000 2.111 2.081 3 40 0 57.28 11.50 4.979 0.6250 0.0000 0.0000 L 071 2.039 3 50 0 56.74 11.40 4.977 0. 6250 0.0000 0.0000 2.035 2.001 3 0 0 56.24 11.30 4.976 0. 6250 0.0000 0.0000 2.001 1.966 4 10 0 55.76 11.21 4.974 0.6250 0.0000 0.0000 1.970 1.933 4 20 0 55.29 11.12 4.973 0.6250 0.0000 0.0000 1.938 1.900 4 30 0 54.84 11.03 4.971 0.6250 0.0000 0.0000 1.909 1.870 4 40 0 54.42 10.95 4.970 0.6250 0.0000 0.0000 1.882 1.841 4 50 0 54.16 10.90 4.969 0.6250 0.0000 0.0000 1.865 1.824 4 0 0 53.84 10.84 4.968 0.6250 0.0000 0.0000 1.844 1.803 5 10 0 53.43 10.76 4.967 0.6250 0.0000 0.0000 1.818 1.776 5 20 0 53.06 10.68 4.966 0.6250 0.0000 0.0000 1.794 1.751 5 30 0 52.62 10.60 4.965 0.6250 0.0000 0.0000 1.766 1.722 5 40 0 52. 01 10.48 4.963 0.6250 0.0000 0.0000 1.728 1.683 5 50 0 51.19 10.32 4.961 0.6250 0.0000 0.0000 1.677 1.630 5 0 0 49.76 10.04 4.957 0.6250 0.0000 0.0000 1.589 1.541 6 10 0 48.45 9.681 5.004 0.6250 0.0000 0.0000 1.450 1.461 6 20 0 45.46 9.985 4.553 0.6918 0.0000 0.0000 1.864 1.262 6 30 0 42.32 9.784 4.325 0.6821 0.0000 0.0000 1.982 1.062 6 40 0 39.53 9.565 4.133 0.6680 0.0000 0.0000 2.075 0.8898 6 50 0 37.35 9.377 3.984 0.6542 0.0000 0.0000 2.146 0.7604 6 0 0 35.68 9.221 3.869 0. 6420 0.0000 0.0000 L 200 0.6642 7 10 0 34.45 9.104 3.784 0.6322 0.0000 0.0000 2. 241 0.5958 7 20 0 33.56 9.015 3.723 0.6245 0.0000 0.0000 2.270 0.5477 7 30 0 32.92 8.952 3.678 0.6188 0.0000 0.0000 2.293 0.5135 7 40 0 32.46 8.905 3.645 0.6145 0.0000 0.0000 2.311 0.4890 7 50 0 32.12 8.871 3.620 0.6111 0.0000 0.0000 2.324 0.4712 7 0 0 31.87 8.847 3.602 0.6085 0.0000 0.0000 2.335 0.4581 8 10 0 31.68 8.831 3.587 0.6065 0.0000 0.0000 2.345 0.4483 8 20 0 31.54 8.819 3.576 0.6049 0.0000 0.0000 2.353 0.4408 8 30 0 31.43 8.811 3.567 0.6036 0.0000 0.0000 2.361 0.4347 8 40 0 31.34 8.804 3.559 0.6026 0.0000 0.0000 L 367 0.4299 8 50 0 31.26 8.797 3.553 0.6017 0.0000 0.0000 L 371 0.4258 8 0 0 31.19 8.791 3.548 0.6009 0.0000 0.0000 2.375 0.4220 9 10 0 31.12 8.784 3.542 0.6002 0.0000 0.0000 2.379 0.4184 9 20 0 31.04 8.776 3.537 0.5995 0.0000 0.0000 2.381 0.4148 9 30 0 30.97 8.768 3.532 0.5987 0.0000 0.0000 2.384 0.4112 9 40 0 30.90 8.760 3.527 0.5980 0.0000 0.0000 2.386 0.4077 9 50 0 30.82 8.751 3.522 0.5972 0.0000 0.0000 2.388 0.4040 9 0 0 30.74 8.742 3.517 0.5964 0.0000 0.0000 2.390 0.4003 10 10 0 30.67 8.732 3.512 0.5956 0.0000 0.0000 2.392 0.3966 M:VOBS4564-0 141aatalEkTRAN2KWo<eBXpswmml 014.2doc 41 of 52 Primed: 3:34 PM. 0628W may, 10 20 0 30.58 8.722 3.506 0.5948 0.0000 0,0000 2.394 0.3927 153 10 30 0 30.50 8.712 3.501 0.5939 0.0000 0,0000 2.395 0.3888 10 40 0 30.41 8.701 3.495 0.5930 0.0000 0.0000 2.397 0.3847 10 50 0 30.32 8.690 3.489 0.5921 0.0000 0.0000 2.399 0.3805 10 0 0 30.23 8.679 3.483 0.5912 0.0000 0.0000 2.401 0.3762 11 10 0 30.13 8.667 3.477 0.5902 0.0000 0,0000 2.403 0.3717 - 11 20 0 30.04 8.655 3.470 0.5892 0,0000 0.0000 2.406 0.3671 11 30 0 29,93 8.642 3.464 0.5882 0.0000 0.0000 2.408 0.3624 11 40 0 29,83 8.629 3.457 0. 5871 0.0000 0.0000 2.410 0.3576 11 50 0 29.72 8.616 3.450 0.5860 0.0000 0.0000 2.413 0.3528 11 0 0 29.62 8.602 3.443 0.5849 0.0000 0.0000 2.415 0.3479 12 10 0 29.51 8.589 3,435 0.5838 0.0000 0.0000 2.418 0.3430 12 20 0 29.40 8.575 3.428 0.5827 0.0000 0.0000 2.420 0.3380 12 30 0 29.28 8,561 3.421 0.5815 0.0000 0.0000 2.423 0.3330 12 40 0 29.17 8.546 3.413 0.5803 0.0000 0.0000 2.426 0.3277 12 50 0 29.05 8.530 3.405 0.5790 0.0000 0,0000 2.428 0,3225 12 0 0 28.92 8.514 3.397 0.5776 0.0000 0.0000 2.430 0,3171 13 10 0 28.79 8.497 3.389 0.6762 0.0000 0.0000 2.432 0.3115 13 20 0 28.66 8.480 3.380 0.5748 0.0000 0.0000 2.434 0,3058 13 30 0 28.53 8.462 3.371 0.5733 0.0000 0.0000 2.437 0,3001 13 40 0 28.39 8.444 3.362 0.5718 0.0000 0.0000 2.439 0.2943 13 50 0 28.25 8.425 3.353 0.5702 0.0000 0.0000 2.442 0.2884 13 0 0 28.10 8.406 3.343 0.5686 0.0000 0.0000 2.445 0.2823 14 10 0 27.95 8.386 3.334 0.5669 0.0000 0.0000 2.447 0.2761 14 20 0 27.80 8,365 3.323 0.5652 0.0000 0.0000 2.450 0.2697 14 30 0 27.64 8.343 3.313 0.5634 0.0000 0,0000 2.453 0.2631 14 40 0 27.47 8.320 3.301 0.5615 0.0000 0.0000 2.456 0.2562 14 50 0 27.29 8,296 3.290 0.5595 0.0000 0.0000 2.460 0.2491 14 0 0 27.10 8.269 3.278 0.5573 0,0000 0.0000 2.462 0. 2420 15 10 0 26.91 8.242 3.265 0.5549 0.0000 0.0000 2.464 0. 2346 15 20 0 26.71 8.213 3.252 0.5525 0.0000 0.0000 2.466 0. 2270 15 30 0 26.50 8.183 3.239 0. 5500 0.0000 0.0000 2,469 0.2191 15 40 0 26.28 8.151 3.224 0.5473 0.0000 0.0000 2,472 0.2110 15 50 0 26.05 8.117 3.209 0. 544S 0.0000 0.0000 2.474 0.2025 15 0 0 25.80 8.082 3.193 0.5415 0.0000 0.0000 2.477 0.1937 16 10 0 25.55 8.044 3.176 0.5383 0.0000 0.0000 2.480 0.1846 16 20 0 25.28 8.002 3.159 0.5348 0,0000 0.0000 2.482 0.1754 16 30 0 24.54 7.887 3.112 0.5252 0.0000 0.0000 2.484 0.1516 16 40 0 23.79 7.767 3.063 0.5153 0.0000 0.0000 2.487 0.1286 16 50 0 23.43 7.708 3,040 0.5102 0.0000 0.0000 2.487 0.1184 16 0 0 23.05 7.645 3,015 0.5047 0.0000 0.0000 2.485 0.1081 17 10 0 22.65 7.576 2.989 0.4989 0.0000 0.0000 2.483 9.7497E-02 17 20 0 22.23 7.503 2.962 0.4927 0.0000 0,0000 2.481 8.6931E-02 17 30 0 21.79 7.426 2.935 0.4861 0.0000 0.0000 2.476 7.6837E-02 17 40 0 21.35 7.344 2.907 0.4791 0.0000 0,0000 2.468 6.7256E-02 17 50 0 20.89 7.259 2.878 0.4719 0.0000 0.0000 2.459 5.8035E-02 17 0 0 20.42 7.171 2.848 0.4643 0.0000 0.0000 2.450 4.9193E-02 Mean 34.66 8.75 Maximum 64.63 13.01 Minimum 0.00 0.00 Total 5.669E+05 Time History of Flow and Velocity 0(cfs), Vel(ft/s). Total(cubic feet) Time Conduit:1415 Hr:Mn:SC Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -------- 0 10 ---- 0 0,5699 ------- 0.2383 ------- 2.391 ------- 0.5031 ------ -------- 0.0000 ------ 0.0000 1.5479E-03 -------- 4.0195E-04 0 20 0 0.3442 0.1394 2.470 0.5147 0.0000 0.0000 4.9614E-04 1.5519E-04 0 30 0 3.8188E-02 1.5401E-02 2.483 0.5166 0.0000 0.0000 5.9952E-06 1.9313E-06 0 40 0-0.1314 -5.3339E-02 2.466 0.5141 0.0000 0.0000 7.2946E-05 2.2587E-05 0 50 0-0.1283 -5.2577E-02 2.444 0.5109 0.0000 0.0000 7.2144E-05 2.1248E-05 0 0 0-2.7873E-02-1.1463E-02 2.435 0.5096 0.0000 0.0000 3.4549E-06 9.9616E-07 1 10 0 5.9476E-02 2.4416E-02 2.440 0.5104 0.0000 0.0000 1.5604E-05 4.5574E-06 1 20 0 6.024 2.161 2.787 0.5480 0.0000 0.0000 9.3708E-02 5.4053E-02 1 30 0 6.974 2.442 2.856 0.5520 0.0000 0.0000 0,1140 7.3455E-02 1 40 0 8.949 2.967 3.017 0.5525 0.0000 0.0000 0.1507 0.1232 1 50 0 10.98 3.458 3.177 0.5000 0.0000 0.0000 0.1847 0.1866 1 0 0 12.35 3.824 3.230 0.5000 0.0000 0.0000 0.2185 0.2359 2 10 0 13.53 4.285 3.158 0.5000 0.0000 0.0000 0.2870 0.2832 2 20 0 15.07 4.770 3.160 0.5000 0.0000 0.0000 0.3552 0.3514 2 30 0 16.66 5.269 3.162 0.5000 0.0000 0.0000 0.4329 0.4293 2 40 0 18.39 5.811 3.164 0.5000 0.0000 0.0000 0,5257 0.5229 M UOBS%6 l4\ ata\EXTf N2MMoaeMpswmm\564014x2 Goc 42 of 52 Pmtea: 3:34 PM, 062&00 I I I r [J 1 11 I I iI IJ 1 1 2 50 0 19.60 6.192 3.166 0.5000 0.0000 0.0000 0.5962 0.5944 2 0 0 20.51 6.475 3.167 0.5000 0.0000 0.0000 0.6514 0.6507 3 10 0 21.10 6.658 3.168 0.5000 0.0000 0.0000 0.6884 0.6885 3 20 0 21.46 6.773 3.169 0.5000 0.0000 0.0000 0.7119 0.7126 3 30 0 21.64 6.827 3.169 0.5000 0.0000 0.0000 0.7232 0.7242 3 40 0 21.68 6.840 3.169. 0.5000 0.0000 0.0000 0.7261 0.7270 3 50 0 21.66 6.834 3.169 0.5000 0.0000 0. 0000 0.7246 0.7256 3 0 0 21.61 6.818 3.169 0.5000 0. 0000 0.0000 0.7214 0.7223 4 10 0 21.55 6.800 3.169 0.5000 0.0000 0.0000 0.7177 0.7185 4 20 0 21.49 6. 782 3.169 0.5000 0.0000 0.0000 0.7139 0.7146 4 30 0 21.44 6.765 3.169 0.5000 0.0000 0.0000 0.7104 0.7110 4 40 0 21.39 6.750 3.169 0.5000 0.0000 0.0000 0.7072 0.7077 4 50 0 21.36 6.741 3.169 0.5000 0.0000 0.0000 0.7054 0.7059 4 0 0 21.32 6.730 3.169 0.5000 0.0000 0.0000 0.7030 0.7035 5 10 0 21.29 6.717 3.169 0.5000 0.0000 0.0000 0.7005 0.7008 5 20 0 21.25 6.706 3.169 0.5000 0.0000 0.0000 0.6981 0.6984 5 30 0 21. 21 6.695 3.169 0.5000 0.0000 0.0000 0.6958 0.6961 5 40 0 21.18 6.683 3.169 0.5000 0.0000 0.0000 0.6935 0.6937 5 50 0 21.14 6.671 3.168 0.5000 0.0000 0.0000 0.6910 0.6912 5 0 0 21.10 6.658 3.168 0.5000 0.0000 0.0000 0.6884 0.6884 6 10 0 21.06 6.646 3.168 0.5000 0.0000 0.0000 0.6858 0.6868 6 20 0 21.00 6.629 3.168 0.5000 0.0000 0.0000 0.6825 0.6824 6 30 0 20.94 6.610 3.168 0.5000 0.0000 0.0000 0.6786 0.6784 6 40 0 20.87 6.589 3.168 0.5000 0.0000 0.0000 0.6743 0.6741 6 50 0 20.80 6.567 3.168 0.5000 0.0000 0.0000 0.6697 0.6694 6 0 0 20.72 6. 542 3.168 0.5000 0.0000 0.0000 0.664E 0.6643 7 10 0 20.65 6.518 3.168 0.5000 0.0000 0.0000 0.6601 0.6695 7 20 0 20.58 6.497 3.168 0.5000 0.0000 0.0000 0.6559 0.6552 7 30 0 20.52 6.479 3.167 0.5000 0.0000 0.0000 0.6521 0.6514 7 40 0 20.47 6.462 3.167 0.5000 0.0000 0.0000 0.6487 0.6479 7 50 0 20.41 6.446 3.167 0.5000 0.0000 0.0000 0.6455 0.6447 7 0 0 20.37 6.430 3.167 0. 5000 0.0000 0.0000 0.6425 0.6416 8 10 0 20.32 6.415 3.167 0. 5000 0.0000 0.0000 0.6396 0.6386 8 20 0 20.27 6.401 3.167 0. 5000 0.0000 0.0000 0.6368 0.6358 8 30 0 20.23 6.388 3.167 0.5000 0.0000 0.0000 0.6342 0.6331 8 40 0 20.20 6.378 3.167 0.5000 0.0000 0.0000 0.6321 0.6310 8 50 0 20.17 6.370 3.167 0.5000 0.0000 0.0000 0.6306 0.6295 8 0 0 20.15 6.364 3.167 0.5000 0.0000 0.0000 0.6295 0.6284 9 10 0 20.14 6.360 3.167 0.5000 0.0000 0.0000 0.6287 0.6275 9 20 0 20.13 6.357 3.167 0.5000 0.0000 0.0000 0.6281 0.6269 9 30 0 20.12 6.355 3.167 0.5000 0.0000 0.0000 0.6276 0.6264 9 40 0 20.12 6.353 3.167 0.5000 0.0000 0.0000 0.6273 0.6260 9 50 0 20.11 6.351 3.167 0.5000 0.0000 0.0000 0.6270 0.6257 9 0 0 20.11 6.350 3.167 0.5000 0.0000 0.0000 0.6267 0.6255 10 10 0 20.10 6.349 3.167 0.5000 0.0000 0.0000 0.6265 0.6252 10 20 0 20.10 6.348 3.167 0.5000 0.0000 0.0000 0.6263 0.6250 10 30 0 20.10 6.347 3.167 0.5000 0.0000 0.0000 0.6261 0.6249 10 40 0 20.10 6.346 3.167 0.5000 0.0000 0.0000 0.6259 0.6247 10 50 0 20.09 6.345 3.167 0.5000 0.0000 0.0000 0.6257 0.6245 10 0 0 20.09 6.344 3.167 0.5000 0.0000 0.0000 0.6256 0.6243 11 10 0 20.09 6.343 3.167 0.5000 0.0000 0.0000 0.6254 0.6242 11 20 0 20.08 6.342 3.167 0.5000 0.0000 0.0000 0.6252 0.6240 11 30 0 20.08 6.341 3.167 0.5000 0.0000 0.0000 0.6251 0.6238 11 40 0 20.08 6.341 3.167 0.5000 0.0000 0.0000 0.6249 0.6236 11 50 0 20.08 6.340 3.167 0.5000 0.0000 0.0000 0.6247 0.6235 11 0 0 20.07 6.339 3.167 0.5000 0.0000 0.0000 0.6245 0.6233 12 10 0 20.07 6.338 3.167 0.5000 0.0000 0.0000 0.6244 0.6231 12 20 0 20.07 6.337 3.167 0.5000 0.0000 0.0000 0.6242 0. 6229 12 30 0 20.06 6.336 3.167 0.5000 0.0000 0.0000 0.6240 0.6227 12 40 0 20.06 6.336 3.167 0.5000 0.0000 0.0000 0.6238 0. 6225 12 50 0 20.06 6.334 3.167 0.5000 0.0000 0. 0000 0.6236 0. 6223 12 0 0 20.05 6.333 3.167 0.5000 0.0000 0. 0000 0.6234 0.6221 13 10 0 20.05 6.332 3.167 0.5000 0.0000 0.0000 0.6231 0.6219 13 20 0 20.05 6.330 3.167 0.5000 0.0000 0.0000 0.6229 0.6216 13 30 0 20.04 6.329 3.167 0.5000 0.0000 0.0000 0.6227 0.6214 13 40 0 20.04 6.328 3.167 0.5000 0.0000 0.0000 0.6225 0.6212 13 50 0 20.03 6.327 3.167 0.5000 0.0000 0.0000 0.6222 0.6209 13 0 0 20.03 6.326 3.167 0.5000 0.0000 0.0000 0.6220 0.6207 14 10 0 20.03 6.324 3.167 0.5000 0.0000 0.0000 0.6217 0.6204 14 20 0 20.02 6.323 3.167 0.5000 0.0000 0.0000 0.6215 0.6201 14 30 0 20.02 6.321 3.167 0.5000 0.0000 0.0000 0.6212 0.6198 14 40 0 20.01 6.320 3.167 0.5000 0.0000 0.0000 0.6209 0.6196 14 50 0 20.01 6.318 3.167 0.5000 0.0000 0.0000 0.6206 0.6193 14 0 0 20.00 6.317 3.167 0.5000 0.0000 0.0000 0.6203 0.6189 15 10 0 20.00 6.315 3.167 0.5000 0. 0000 0.0000 0.6200 0.6186 15 20 0 19.99 6.313 3.167 0.5000 0.0000 0.0000 0.6196 0.6183 15 30 0 19.99 6.312 3.167 0.5000 0.0000 0.0000 0.6193 0.6179 15 40 0 19.98 6.310 3.167 0.5000 0.0000 0.0000 0.6189 0.6175 15 50 0 19.97 6.308 3.167 0.5000 0.0000 0.0000 0.6185 0.6171 /- '15 0 0 19.97 6.305 3.167 0.5000 0.0000 0.0000 0.6181 0.6167 M WOBS\564-014Wata\E TR N2KMa el (psw m\564014a2doc 43o152 Knte 3:34 PM. 06/28/00 16 20 0 19.95 6.301 16 30 0 19.94 6.298 16 40 0 19.93 6.293 16 50 0 19.91 6.289 16 0 0 19.90 6.284 17 10 0 19.88 6.279 17 20 0 19.87 6.275 17 30 0 19.85 6,270 17 40 0 19.84 6,265 17 50 0 19.82 6.259 17 0 0 19.80 6.254 Mean 18.38 5.81 Maximum 21.68 6.84 Minimum -0.13 -0.05 Total 3.765E+05 3.167 0.5000 0.0000 0.0000 0.6176 0.6162 3.166 0.5000 0.0000 0.0000 0.6172 0.6158 3.166 0.5000 0.0000 0.0000 0,6167 0.6153 3.166 0.5000 0.0000 0.0000 0,6157 0.6143 3.166 0.5000 0.0000 0,0000 0.6148 0.6134 3.166 0.5000 0.0000 0.0000 0.6139 0,6124 3.166 0.5000 0.0000 0.0000 0,6130 0.6115 3.166 0.5000 0.0000 0.0000 0,6121 0.6106 3.166 0.5000 0.0000 0.0000 0.6111 0.6096 3.166 0.5000 0.0000 0.0000 0.6102 0.6086 3.166 0.5000 0,0000 0.0000 0.6092 0.6076 3.166 0.5000 0.0000 0.0000 0.6081 0.6065 "__-----------------------------------' Time History of Flow and Velocity Q(cfs). Vel(ft/s). Total(cubic feet) Time Conduit:541 , Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -------- 0 10 ----- 0 0.0000 ------- 0.0000 -------- 1.0000E-04 -------- 1.Oo00E-04 ------- 0,0000 ---- --- 0.0000 -------- ------- 0,0000 0.0000 0 20 0 0.0000 0.0000 1.00DOE-04 1.0000E-04 0.0000 0,0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0,0000 0.0000 0.0000 0.0000 1 10 0 1.9772E-02 0.5769 3.4050E-02 3.3059E-02 0.0000 0.0000 6.6314E-04 1.3932E-02 1 20 0 16.10 2.589 6.220 0.8768 0.0000 0.0000 0,1295 8.1411E-02 1 30 0 61.03 8.567 7.125 0.7500 0.0000 0.0000 1.133 1.146 1 40 0 71.44 9.959 7.173 0.7500 0.0000 0.0000 1.528 1.552 1 50 0 32.70 4.582 7.137 0.7500 0.0000 0.0000 0.3260 0.3260 1 0 0 19.34 2.708 7,140 0.7500 0.0000 0.0000 0.1140 0,1137 2 10 0 11.64 1.630 7.140 0.7500 0.0000 0.0000 4.1325E-02 4.1179E-02 2 20 0 7.918 1.109 7.139 0.7500 0.0000 0.0000 1.9139E-02 1.9065E-02 2 30 0 5.743 0.8044 7.139 0.7500 0.0000 0.0000 1.0068E-02 1.0028E-02 2 40 0 4.898 0.6860 7.139 0.7500 0.0000 0.0000 7.3228E-03 7.2936E-03 2 50 0 4.467 0.6258 7.139 0.7500 0.0000 0.0000 6.0934E-03 6.0690E-03 2 0 0 3.380 0.4735 7.139 0.7500 0.0000 0.0000 3.4883E-03 3.4742E-03 3 10 0 2.175 0.3047 7.139 0.7500 0.0000 0,0000 1.4443E-03 1.4384E-03 3 20 0 1.607 0.2251 7.139 0.7500 0.0000 0,0000 7.8842E-04 7.8522E-04 3 30 0 1.281 0.1794 7.139 0.7500 0.0000 0,0000 5.0072E-04 4.9868E-04 3 40 0 0.8978 0.1258 7.139 0.7500 0.0000 0.0000 2.4609E-04 2.4509E-04 3 50 0 0.6366 8.9184E-02 7.139 0.7500 D.0000 0.0000 1.2376E-04 1.2325E-04 3 0 0 0.4800 6.7243E-02 7,138 0.7500 0.0000 0.0000 7.0354E-05 7.0068E-05 4 10 0 0,3622 5.0740E-02 7.138 0.7500 0.0000 0.0000 4.0060E-05 3.9897E-05 4 20 0 0.2788 3.9059E-02 7.138 0.7500 0.0000 0.0000 2.3738E-05 2.3641E-05 4 30 0 0.2099 2.9408E-02 7.138 0.7500 0.0000 0.000D 1.3456E-05 1.3401E-05 4 40 0 0.1614 2.2605E-02 7.138 0.7500 0.0000 0.0000 7.9507E-06 7.9184E-06 4 50 0 0.1296 1.8156E-02 7.138 0.7500 0.0000 0.0000 5.1293E-06 5.1084E-06 4 0 0 0.1005 1.4079E-02 7.138 0.7500 0.0000 0.0000 3.0841E-06 3.0716E-06 5 10 0 7.1136E-02 9.9653E-03 7.138 0.7500 0.0000 0.0000 1.5452E-06 1.5389E-06 5 20 0 7.0152E-02 9.8275E-03 7.138 0.7500 0.0000 0.0000 1.5027E-06 1.4966E-06 5 30 0 5.0265E-02 7.0419E-03 7.138 0.7500 0.0000 0.0000 7.7158E-07 7.6844E-07 5 40 0 4.0529E-02 5.6777E-03 7.138 0.7500 0.0000 0.0000 5.0158E-07 4.9954E-07 5 50 0 4.0160E-02 5.6260E-03 7.138 0.7500 0.0000 0.0000 4.9250E-07 4.9049E-07 5 0 0 3.0480E-02 4.2700E-03 7.138 0.7500 0.0000 0,0000 2.8369E-07 2.8254E-07 6 10 0 3.0022E-02 4.2058E-03 7.138 0.7500 0.0000 0.0000 2.7524E-07 2.7412E-07 6 20 0 2.9785E-02 4.1726E-03 7.138 0.7500 0.0000 0.0000 2.7091E-07 2.6981E-07 6 30 0 2.3108E-02 3.2373E-03 7.138 0.7500 0.0000 0,0000 1.6307E-07 1.6240E-07 6 40 0 2.1347E-02 2.9907E-03 7.138 0.7500 0.0000 0.0000 1.3917E-07 1.3860E-07 6 50 0 2.0879E-02 2.9255E-03 7.137 0.7500 0.0000 0.0000 1.3316E-07 1.3262E-07 6 0 0 2.0828E-02 2.9184E-03 7.137 0.7500 0.0000 0,0000 1.3252E-07 1.3198E-07 7 10 0 2.0756E-02 2.9083E-03 7.137 0,7600 0.0000 0.0000 1.3161E-07 1.3107E-07 7 20 0 2.0706E-02 2.9013E-03 7.137 0.7500 0.0000 0.0000 1.3098E-07 1.3044E-07 7 30 0 1.0779E-02 1.5104E-03 7.136 0.7500 0.0000 0,0000 3.5495E-08 3.5350E-08 7 40 0 1.0704E-02 1.4999E-03 7.136 0.7500 0.0000 0.0000 3.5005E-08 3.4862E-08 7 50 0 1.0715E-02 1.5015E-03 7.136 0.7500 0,0000 0.0000 3.5077E-08 3.4934E-08 7 0 0 1.0732E-02 1.5039E-03 7.136 0.7500 0.0000 0.0000 3.5190E-08 3.5046E-08 8 10 0 1.0768E-02 1.5090E-03 7.136 0.7500 0.0000 0.0000 3.5431E-08 3.5287E-08 8 20 0 1.0834E-02 1.5182E-03 7.136 0.7500 0.0000 0.0000 3.5866E-08 3.5720E-08 8 30 0 1.1000E-02 1.5416E-03 7.136 0.7500 0.0000 0.0000 3.6977E-08 3.6826E-08 M:UOBS\564-014\da\a\EXTRAN2MModelWp m\564014x2.dm 44 of 52 Printed: 3:34 PM, 06/28/00 1 [1 11 I 1 11 11 I 1 I7 u C' 1 8 40 0 1.1451E-02 1.6048E-03 7.135 0.7500 0.0000 0.0000 4.0073E-08 3.9910E-08 8 50 0 1.1887E-02 1.6659E-03 7.135 0.7500 0. 0000 0.0000 4.3181E-08 4.3006E-08 8 0 0 1.2288E-02 1.7222E-03 7.135 0.7500 0.0000 0.0000 4.6149E-08 4.5961E-08 9 10 0 1.2468E-02 1.7475E-03 7.135 0.7500 0.0000 0.0000 4.7518E-08 4.7325E-08 9 20 0 1.2489E-02 1.7507E-03 7.134 0.7500 0.0000 0. 0000 4.7687E-08 4.7493E-08 9 30 0 1.2492E-02 1.7512E-03 7.134 0.7500 0.0000 0.0000 4.7715E-08 4.7521E-08 9 40 0 1.2502E-02 1.7527E-03 7.133 0.7500 0. 0000 0.0000 4.7796E-08 4.7602E-08 9 50 0 1.2509E-02 1.7537E-03 7 133 0.7500 0.0000 0.0000 4.7854E-08 4.7659E-08 9 0 0 1.2512E-02 1.7543E-03 7.132 0.7500 0.0000 0.0000 4.7885E-08 4.7690E-08 10 10 0 1.2507E-02 1.7537E-03 7.132 0.7500 0.0000 0.0000 4.7851E-08 4.7656E-08 10 20 0 1.2486E-02 1.7509E-03 7.131 0.7500 0.0000 0.0000 4.7702E-08 4.7508E-08 10 30 0 1.2450E-02 1.7459E-03 7.131 0.7500 0.0000 0.0000 4.7427E-08 4.7234E-08 10 40 0 1.2406E-02 1.7398E-03 7.130 0.7500 0.0000 0.0000 4.7098E-08 4.6907E-08 10 50 0 1.2360E-02 1.7335E-03 7.130 0.7500 0.0000 0.0000 4.6757E-08 4.6566E-08 10 0 0 1.2312E-02 1.7270E-03 7.129 0.7500 0.0000 0. 0000 4.6408E-08 4.6219E-08 11 10 0 1.2254E-02 1.7189E-03 7.129 0.7500 0.0000 0.0000 4.5975E-08 4.5788E-08 11 20 0 1.2217E-02 1.7139E-03 7.128 0.7500 0.0000 0.0000 4.5704E-08 4.5518E-08 11 30 0 1.2200E-02 1.7117E-03 7.128 0.7500 0.0000 0.0000 4.5587E-08 4.5401E-08 11 40 0 1.2181E-02 1.7091E-03 7.127 0.7500 0. 0000 0.0000 4.5451E-08 4.5266E-08 ll 50 0 1.2180E-02 1.7090E-03 7.127 0.7500 0.0000 0.0000 4.5447E-08 4.5262E-08 11 0 0 1.2184E-02 1.7098E-03 7.126 0.7500 0.0000 0.0000 4.5487E-08 4.5302E-08 12 10 0 1.2189E-02 1.7106E-03 7.125 0.7500 0.0000 0.0000 4.5529E-08 4.5344E-08 12 20 0 1.2191E-02 1.7110E-03 7.125 0.7500 0.0000 0. 0000 4.5554E-08 4.5368E-08 12 30 0 1.2171E-02 1.7085E-03 7.124 0.7500 0. 0000 0.0000 4.5419E-08 4.5234E-08 12 40 0 1.2150E-02 1.7057E-03 7.123 0.7500 0.0000 0. 0000 4.5267E-08 4.5083E-08 12 50 0 1.2122E-02 1.7018E-03 7.123 0.7500 0.0000 0.0000 4.5064E-08 4.4880E-08 12 0 0 1.2093E-02 1.6979E-03 7.122 0.7500 0.0000 0.0000 4.4856E-08 4.4673E-08 13 10 0 1.2098E-02 1.6989E-03 7.121 0. 7500 0.0000 0.0000 4.4907E-08 4.4724E-08 13 20 0 1.2130E-02 1.7034E-03 7.121 0. 7500 0.0000 0.0000 4.5149E-08 4.4964E-08 13 30 0 1.2192E-02 1.7124E-03 7.120 0. 7500 0.0000 0.0000 4.5625E-08 4.5439E-08 13 40 0 1.2263E-02 1.7225E-03 7.119 0. 7500 0.0000 0.0000 4.6165E-08 4.5977E-08 13 50 0 1.2336E-02 1.7329E-03 7.119 0.7500 0.0000 0.0000 4.6723E-08 4.6532E-08 13 0 0 1.2396E-02 1.7416E-03 7.118 0.7500 0.0000 0.0000 4.7195E-08 4.7002E-08 14 10 0 1.2480E-02 1.7536E-03 7.117 0.7500 0.0000 0.0000 4.7847E-08 4.7652E-08 14 20 0 1.2566E-02 1.7659E-03 7.116 0.7500 0.0000 0.0000 4.8523E-08 4.8325E-08 14 30 0 1.2661E-02 1.7794E-03 7.115 0. 7500 0.0000 0.0000 4.9269E-08 4.9068E-08 14 40 0 1.2774E-02 1.7956E-03 7.114 0.7500 0.0000 0.0000 5.0169E-08 4.9964E-08 14 50 0 1.2929E-02 1.8177E-03 7.113 0. 7500 0.0000 0.0000 5.1408E-08 5.1199E-08 14 0 0 1.3106E-02 1.8428E-03 7.112 0. 7500 0.0000 0.0000 5.2838E-08 5.2623E-08 15 10 0 1.3340E-02 1.8759E-03 7.111 0. 7500 0.0000 0.0000 5.4756E-08 5.4532E-08 15 20 0 1.3613E-02 1.9146E-03 7.110 0. 7500 0.0000 0.0000 5.7035E-08 5.6802E-08 15 30 0 1.3930E-02 1.9595E-03 7.109 0.7500 0.0000 0.0000 5.9744E-08 5.9500E-08 15 40 0 1.4185E-02 1.9957E-03 7.108 0.7500 0.0000 0.0000 6.1969E-08 6.1716E-08 15 50 0 1.4320E-02 2.0150E-03 7.107 0.7500 0.0000 0.0000 6.3179E-08 6.2921E-08 15 0 0 1.4458E-02 2.0348E-03 7.105 0.7500 0.0000 0.0000 6.4425E-08 6.4161E-08 16 10 0 1.4627E-02 2.0590E-03 7.104 0.7500 0.0000 0.0000 6.5965E-08 6.5696E-08 16 20 0 1.4839E-02 2.0892E-03 7.103 0.7500 0.0000 0.0000 6.7913E-08 6.7635E-08 16 30 0 2.4452E-02 3.4569E-03 7.101 0.7500 0.0000 0. 0000 1.8594E-07 1.8518E-07 16 40 0 1.5548E-02 2.1900E-03 7.100 0.7500 0.0000 0.0000 7.4624E-08 7.4319E-08 16 50 0 1.5890E-02 2.2386E-03 7.098 0.7500 0.0000 0.0000 7.7974E-08 7.7655E-08 16 0 0 1.6336E-02 2.3020E-03 7.096 0.7500 0.0000 0.0000 8.2457E-08 8.2120E-08 17 10 0 1.6784E-02 2.3656E-03 7.095 0.7500 0.0000 0.0000 8.7077E-08 8.6720E-08 17 20 0 1.6790E-02 2.3671E-03 7.093 0.7500 0.0000 0.0000 8.7185E-08 8.6828E-08 17 30 0 1.6802E-02 2.3694E-03 7.091 0.7500 0.0000 0.0000 8.7353E-08 8.6995E-08 17 40 0 1.6809E-02 2.3710E-03 7.089 0.7500 0.0000 0.0000 8.7474E-08 8.7116E-08 17 50 0 1.6857E-02 2.3784E-03 7.088 0.7500 0.0000 0.0000 8.8021E-08 8.7660E-08 17 0 0 1.8721E-02 2.6099E-03 7.173 0.7500 0.0000 0.0000 1.0343E-07 1.0815E-07 Mean 2.30 0.33 - Maximum 71.44 9.96 Minimum 0.00 0.00 Total 2.140E+04 Time History of Flow and Velocity 0(cfs), Vel(ft/s). Total(cubic feet) /57� Time Conduit:542 Hr:Mn:Sc Flow Velocity X-Area H-Radius Up HGL Down HGL Up Node Down Node -------- --------------------------------------------------------------- .) 0 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 0 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 M:VOe51564-014�data\FXTR WKWWeMpsm m1564014x2.dw 45 of 52 Pooled: 3:34 PM. 06128/00 J�j 1 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 1 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 2 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 3 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 4 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0. 0000 0.0000 0.0000 0.0000 4 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0. 0000 0.0000 0.0000 0.0000 4 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 5 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0. 0000 0.0000 0.0000 0.0000 6 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 6 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 7 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 8 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 9 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 10 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 11 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 12 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0. 0000 %, 13 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 ' 13 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 13 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0. 0000 0.0000 0.0000 0.0000 14 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 M.WBSl5 l 4Wata1FXTRAN2"WeN(psv m\564014>2.dw 46 of 52 PHMW: 3:34 PM. 062a/00 L 1 t t r� ' 14 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 40 0 0.0000 0. 0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0,0000 0.0000 14 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 14 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0. 0000 0.0000 0.0000 15 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 15 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 ' 15 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0. 0000 0.0000 0.0000 15 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0. 0000 0.0000 0.0000 15 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 ' 16 30 0 0.0000 0,0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 40 0 0.0000 0,0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 16 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 ' 17 10 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0.0000 0.0000 17 20 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0,0000 0.0000 0.0000 0.0000 17 30 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0,0000 0.0000 0.0000 0.0000 17 40 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0,0000 0.0000 0.0000 17 50 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0,0000 0.0000 0.0000 17 0 0 0.0000 0.0000 1.0000E-04 1.0000E-04 0.0000 0.0000 0,0000 0.0000 Mean 0.00 0.00 Maximum 0.00 0.00 Minimum 0.00 0.00 ' Total 0.000E+00 ' Table E10 - CONDUIT SUMMARY STATISTICS Note: The peak flow may be less than the design flow and the conduit may still surcharge because of the downstream boundary conditions. Conduit Maximum Time Maximum Time Ratio of Maximum Depth > Name Design Design Vertical Computed of Computed of Max. to at Pipe Ends ' Conduit Flow Velocity Depth Flow 0ccurence Velocity Occurence Design Upstream Dwn,trm Name (cfs) (ft/s) (in) (cfs) Hr. Min. (ft/s) Hr. Min. Flow (ft) (ft) ----------------------------- --------------------------------------------------------- P12 4.77E+03 7.80 84.00 2.31E+02 1 43 3.30 1 33 0.05 4911.08 4909.77 34 17. 2.40 36.00-7.49E+01 1 33 -10.33 1 33 -4.41 4908.27 4907.53 67 16. 3.33 30.00 3.65E+01 6 18 7.38 6 18 2.23 4906.68 4906.44 611 1.33E+04 24.99 102.00 2.86E+01 2 32 0.70 2 21 0.00 4906.68 4892.21 78 34. 2.68 48.00 1.36E+02 1 39 10.73 1 39 4.02 4907.62 4906.44 89 69. 5.48 48.00 1.05E+02 1 40 8.29 1 40 1.53 4910.21 4907+62 ' 1011 63, 12.81 30.01 6.46E+11 2 11 13,11 2 10 1,13 4906,21 4192+21 1415 21. 6.64 24.00 2.17E+01 3 40 6.84 3 40 1.04 4882+34 4878.53 23 84. 4.10 48.00 1.46E+02 1 47 7.49 1 42 1.74 4909+77 4908.27 461 13. 2.59 30.00 3.11E+01 7 58 6.27 7 58 2.45 4907.53 4906.68 462 6.82E+04 23.11 90.00 2.11E+01 2 22 0.66 6 19 0.00 4907+53 4906.68 ' 541 32. 4.52 36.00 9.80E+01 1 35 13.61 1 35 3.07 4916+29 4907.53 542 11. 2.55 6.00 1.45E+01 1 35 3.44 1 35 1.35 4916+29 4914.53 ORF 1 1 13. 0.64 17.45 2.17E+01 3 40 12.94 3 40 1.69 4892+21 4888.14 WEIR # 1 Undefnd Undefnd Undefnd 2.12E+00 2 18 ' WEIR # 2 Undefnd Undefnd Undefnd 2.03E+02 2 31 WEIR # 3 Undefnd Undefnd Undefnd 6.47E+01 2 11 WEIR # 4 Undefnd Undefnd Undefnd 8.06E+01 2 30 WEIR # 5 Undefnd Undefnd Undefnd 0.00E+00 0 0 WEIR # 6 Undefnd Undefnd Undefnd 8.63E+01 1 41 ' WEIR # 7 Undefnd Undefnd Undefnd 1.01E+02 3 39 FREE # 1 Undefnd Undefnd Undefnd 2.17E+01 3 40 FREE # 2 Undefnd Undefnd Undefnd 1.01E+02 3 39 Table Ell. Area assumptions used in the analysis) Subcritical and Critical flow assumptions from Subroutine Head. See Figure 17-1 in the ' manual for further information. Length Length Length of Length of of of Sub- Upstream Downstream Maximum Maximum Maximum Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(ft"2) (ft'2/s) 159 ------ ---------- --------- ------- ------- -------- ------ ------- P12 70.23 1009.77 0.00 0.00 2.059 201.460 0.000E+00 34 65.02 1007.43 0.00 7.55 0.906 7.274 0.000E+00 M:UOBS\564-014\dalaNE TR N2MModel\Xpswmm\564014x2.doc 47 of 52 PnMed: 3:34 PM, 0628/00 159 67 66.00 1007.18 0.00 7.82 0.719 5.075 0.000E+00 611 898.78 181.22 0.00 0.00 1.472 88.324 0.000E+00 78 60.27 1019.73 0.00 0.00 1.216 13.165 0.000E+00 89 60.62 1019.38 0.00 0.00 1,148 12.911 0.000E+00 1011 75.25 1004.75 0.00 0.00 0.693 5.071 0.000E+00 1415 0.00 1080.00 0.00 0.00 0.554 3,231 0.000E+00 23 71.55 977.44 0.00 31.01 0.892 20.905 0.000E+00 461 61.65 1005.00 0.00 13.35 0.731 5.053 0.000E+00 462 785.02 271.80 0.00 23.18 0.435 138+897 0.000E+00 541 60.30 1006.98 0.00 12.72 0.887 7.406 0.000E+00 542 1073. 88 0.00 0.00 6.12 0.202 4.202 0.000E+00 ORF # 1 77.35 0.00 0.00 1002.65 0.434 1.676 0.000E+00 _-_=___----- - =_` Table E12. Mean Conduit Flaw Information Mean Total Mean Low Mean Mean Mean Mean Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit Name (cfs) (ft"3) Change Weightng Number Radius Area Roughness ------- -------- -------- ---------------- -------------- --------------- P12 36.8 2.387E+06 5.625E-05 0.000 0.000 0.000 0.000 0.000 34 24.1 1.561E+06 8.211E-03 0.000 0.000 0.000 0.000 0.000 67 25.3 1.637E+06 5.713E-03 0.000 0.000 0,000 0.000 0.000 611 2.08 1.350E+05 2.066E-06 0.000 0.000 0.000 0,000 0.000 78 8.12 5.259E+05 2.409E-02 0.000 0.000 0.000 0.000 0.000 89 7.26 4.706E+05 1.172E-02 0.000 0.000 0.000 0.000 0.000 1011 34.5 2.238E+06 1.480E-03 0.000 0.000 0.000 0.000 0.000 1415 18.3 1.184E+06 3.823E-03 0.000 0.000 0.000 0.000 0.000 23 36.7 2.376E+06 2.065E-03 0.000 0.000 0.000 0.000 0.000 461 23.5 1.521E+06 5.041E-03 0.000 0.000 0.000 0.000 0.000 462 3.04 1.973E+05 6.454E-07 0.000 0.000 0.000 0.000 0.000 541 2.39 1.547E+05 8.726E-03 0.000 0.000 0.000 0.000 0.000 542 5.946E-02 3.853E+03 1.046E-03 0.000 0.000 0.000 0.000 0.000 ORF # 1 18.3 1.184E+06 1.059E-03 0.000 0.000 0.000 0.000 0.000 WEIR # 1 2.704E-02 1.752E+03 WEIR # 2 7.42 4.808E+05 WEIR # 3 34.5 2.238E+06 WEIR # 4 12.1 7.821E+05 WEIR # 5 0.000 0.000E+00 WEIR # 6 0.548 3.550E+04 WEIR # 7 22.7 1.469E+06 FREE # 1 18.3 1.184E+06 FREE # 2 22.7 1.469E+06 .-=--- =---------- =----------____ Table E13. Channel losses(H), headwater depth (HW), tailwater depth (TW), critical and normal depth (Yc and Yn). Use this section for culvert comparisons Note: Local Head Losses are included in the Friction Loss Conduit Maximum Head Friction Critical Normal HW TW Name Flow Loss Loss Depth Depth Elevat Elevat 34 31.428 0 000 0.738 1.817 3.000 4908 270 4907.531 Max Flow 67 36.492 0.000 3.126 2.045 2.500 4905.863 4902.737 Max Flow 78 134,507 0.000 3.466 3.453 4.000 4906,966 4903.483 Max Flow 89 104.343 0.000 2.878 3.091 4.000 4910.177 4907.306 Max Flow 1011 64.628 0.000 16.367 2.500 2.120 4905.972 4889.605 Max Flow 1415 21.678 0.000 3.805 1,663 1.723 4882.335 4878.530 Max Flow 23 143.582 0.000 2.404 2.980 4.000 4909,015 4906.619 Max Flow 461 31.113 0.000 2,813 1.901 2,500 4907,358 4904,546 Max Flow 541 94.460 0.000 8.170 2.867 3,000 4915.663 4907,525 Max Flow ORF # 1 21.678 0.000 4.060 1.454 1.454 4892,204 4888,144 Max Flow CULVERT ANALYSIS CLASSIFICATION. and the time the culvert was in a particular classification during the simulation. The time is in minutes. Extran used the Dynamic Wave Equation for all conduit analysis but classifies the culvert flow) condition based on the HW and TW depths. Mild Mild Steep Mild Mild Slope Slope TW Slope TW Slug Flow Slope Slope Critical D Control Insignf Outlet/ TW > D TW <- D Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Name 'Control Control Control Control Control Control Control Control ---- --------- I------- ------- ------ ----- -- -------- --------- ------ II 1 d I 1 I 1 I 11 i KWB&564-0 141tlaWNEXTRAN2MModeN(psx m\5&4014x .doc 48 o152 Pnnted: 3:34 PM, 0628I00 ' I I 1 L, Lli P j 1 P12 10.867 998.500 0.000 70.633 0.000 0.000 0.000 0.000 34 10.867 10.867 65.200 0.000 993.067 0.000 0.000 0.000 67 5.433 5.433 65.200 0.000 1003.933 0.000 0.000 0.000 611 0.000 0.000 81.500 998.500 0.000 0.000 0.000 0.000 78 5.433 42.233 0.000 65.200 967,133 0.000 0.000 0.000 89 5.433 205.233 0.000 65.200 804.133 0.000 0.000 0.000 1011 0.000 0.000 0.000 81.500 0.000 998.500 0.000 0.000 1425 0.000 0.000 0.000 0.000 233.633 846.367 0.000 0.000 23 16.300 265.000 76.067 0.000 722.633 0.000 0.000 0.000 461 10.867 0.000 65.200 0.000 1003.933 0.000 0.000 0.000 462 0.000 0.000 764.867 293.400 0.000 0.000 0.000 21.733 541 10.867 10.867 65.200 0.000 993.067 0.000 0.000 0.000 542 0.000 0.000 1074.567 0.000 0.000 5.433 0.000 0.000 ORF 1 1 27.167 0.000 81.500 0.000 0.000 927.867 43.467 0.000 -------------- Kinematic Wave Approximations Time in Minutes for Each Condition Conduit Length of Slope Super- Roll Name Normal Flow Criteria Critical Waves P12 " --------- 986.88 -------- 0.00 ------- 0.00 ----- 0.00 34 0.12 0.00 0.00 0.00 67 0.70 0.00 0.00 0.00 611 957.38 0.00 0.00 0.00 78 0.02 0.00 0.00 0.00 89 1.90 0.00 0.00 0.00 1011 1.95 0.00 0.00 0.00 1415 0.00 0.00 0.00 0.00 23 0.00 0.00 0.00 0.00 461 0.17 0.00 0.00 0.00 462 286.15 0.00 0.00 0.00 541 0.53 0.00 0.00 0.00 542 0.01 0.00 0.00 0.00 ORF # 1 0.00 0.00 0.00 0.00 *____�------------------------- --------------------------------- ----------.* Table E14 - Natural Channel Overbank Flow Information Maximum Maximum Maximum Maximum Maximum Maximum Maximum Maximum Maximum Conduit Left Bank Rght Bank Center Ch Left Bank Rght Bank Center Ch Left Bank Rght Bank Center Ch Name Velocity Velocity Velocity Flow Flow Flow Area Area Area --------------------------------------------------------------------------------- P12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 542 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Table E15 - SPREADSHEET INFO LIST Conduit Flow and Junction Depth Information for use in spreadsheets. The maximum values in this table are the true maximum values because they sample every time step. The values in the review results may only be the maximum of a subset of all the time steps in the run. Note: These flows are only the flows in a single barrel. Conduit Maximum Total Maximum $# Junction Invert Maximum Name Flow Flow Velocity ## Name Elevation Elevation ------- --------- ------ ------- ##------- ------- --------- P12 230.8294 2386552. 3.298082 ## 1 4907,910 4911.078 34 -74.88075 1561490. -10.33477 ## 2 4903.610 4909.766 67 36.52069 1637092. 7.375518 ## 3 4899.810 4908,270 611 28.55757 135031.3 0.7021726 ## 4 4899.290 4907.533 78 135.5346 525862.5 10.72685 ## 5 4900.340 4916.295 89 105.1892 470635.3 8.291302 ## 6 4898.700 4906.675 1011 1415 64. 63050 21.67 2238205, 11 13.00690 6.840309 ## 7 ## 11 4897.870 4882.550 4906.4 UNQWSEL 4892.205 -f FI'M 23 145.9458 2376367. 7.490176 ## 8 4898.090 4907.621 Z1 8iZ 461 31,11362 1521271. 6.268159 $# 9 4899.370 4910.214 • 462 21.07706 197256.9 0.6609395 ## 10 4898.430 4906.209 541 98.04467 154690.5 13.60929 ## 14 4877.450 4882.336 542 14.46508 3852.7, 3.442727 ## 15 4873.860 4878.530 CRT # 1 21.67948 1184129. 12.93736 12 4890,000 4890.000 WEIR # 1 2.116826 1751.987 0.0000000 13 4902.120 4910.269 WEIR # 2 202.7121 480797.2 0.0000000 �p OVTL� s� F£ •• � = y' q WEIR # 3 64.65318 2238415, 0.0000000## . M:VOBS1564-014Waia EFX NMMode pswmm\564014xldoc 49 o152 Printed: 3:34 PM. 06/8100 1Ui WEIR # 4 80.56570 782111.9 0.00000000 WEIR # 5 0.0000000 0.0000000 0.0000000## WEIR # 6 86.29379 35500.20 0.0000000" �s,.��� �,,�� LW Pr WEIR 7 1 .6898 1468757. 0.0000000## . r-'��'=-1;-�-�'� c�IL . 7948 1183800. 0.00000000 (Co' 7 CFS FREE # 2 100.6898 1468757. 0.00000000 Table E15a - SPREADSHEET REACH LIST Peak flow and Total Flow listed by Reach or those conduits or diversions having the same upstream and downstream nodes. _---------- =-----------------------=�=�:r Upstream Downstream Maximum Total Node Node Flow Flow # Table E16. New Conduit Information Section # # Conduit Invert (IE) Elevation and Conduit # # Maximum Water Surface (WS) Elevations # Conduit Name Upstream Node Downstream Node IE Up IE Dn WS Up WS On Conduit Type ----------- P12 ------------ 1 ------------ 2 ---- 4908. ---- 4904. ----- 4911. ----- 4910. ---------- Natural 34 3 4 4900. 4900. 4908. 4908. Circular 67 6 7 4899. 4898. 4907. 4906. Circular 611 6 11 4906. 4888. 4907. 4892. Trapezoid 78 8 7 4898. 4898. 4908. 4906. Circular 89 9 8 4899. 4898. 4910. 4908. Circular 1011 10 11 4898. 48B3. 4906. 4892. Circular 1415 14 15 4877. 4874. 4882. 4879. Circular 23 2 3 4904. 4903. 4910. 4908. Egg -Shape 461 4 6 4899. 4899. 4908. 4907. Circular 462 4 6 4907. 4906. 4908. 4907, Trapezoid 541 5 4 4900. 4899. 4916. 4908. Circular 542 5 4 4915. 4914. 4916. 4915. Natural ORF # 1 11 14 4887. 4887. 4892. 4888. Circ Orif :�_--------------- __"------------------------------------- •' ---------- ---------------------------- ­=* Table E18 - Junction Continuity Error. Division by Volume added 11/96 1 Continuity Error - Net Flow + Beginning Volume - Ending Volume ------------------------------------------------ Total Flow + (Beginning Volume + Ending Volume)12 Net Flow = Node Inflow - Node Outflow Total Flow = absolute (Inflow + Outflow Intermediate column is a judgement on the node continuity error. Excellent < 1 percent Great 1 to 2 percent Good 2 to 5 percent Fair 5 to 10 percent Poor 10 to 25 percent Bad 25 to 5D percent Terrible > 50 percent Junction Continuity % Error in Remaining Beginning Net Flow Name Error Node Contn Volume Volume Thru Node 1 ----- ------- --------- -1.163E+04 0.244 -----'- 4.074E+03 ------ 5.000E-02 ----'---- -7.557E+03 2 4.165E+03 0.087 4.261E+03 5.368E-02 8.426E+03 3 -922. 0.019 8.038E+04 0.000 7.946E+04 4 -234. 0.007 1.670E+03 5.075E-02 1.436E+03 5 135. 0.043 594. 1.350E-02 729. 6 -1.881E+04 0.530 1.660E+04 6.725E-02 -2.205E+03 7 -2.062E+04 0.462 2.548E+03 0.000 -1.808E+04 11 6.478E+04 1.050 5.315E+05 0.000 5.963E+05 8 710. 0.067 3.356E+03 2.950E-02 4.066E+03 9 1.216E+04 1.277 1.523E+03 1.450E-02 1.368E+04 10 -363. 0.008 573. 1.975E-02 210. 14 -271. 0.011 600. 2.600E-02 328. 15 -349. 0.015 349. 1.101E-02 -8.39DE-14 . 12 5.000E-06 0.000 0.000 5.000E-06 3.906E-13 ' 13 -1.792E+04 1.760 0.131 0.000 -1.792E+04 The total continuity error was 10834. cubic feet The remaining total volume was 6.48018E+05 cubic feet Your mean node continuity error was Great Your worst node continuity error was Great 1 1 I t I 1 1 I i M:VOM56"l Adata ExT 142K\ModeN(p mi%564014x .doc 50 o152 Panted: 3:34 PM, 06/2Mo ' 1e2 Table E19 - Junction Inflow Sources Units are either ft'3 or m'3 depending on the units in your model.1 Constant User Inflow Interface Junction Inflow Inflow Name to Node to Node Inflow Outflow Evaporation to Node from Node from Node 1 0.000 2379000.913 0.000 0.000 0.000 2 0.000 0.000 0.000 0.000 0,000 3 0.000 44948.520 0.000 0.000 0.000 4 0.000 0.000 0.000 0,000 0.000 5 0.000 159206.318 0.000 0.000 0.000 6 0.000 51391.980 0.000 0.000 0,000 ' 7 11 0,010 21888.111 0.000 93826.440 0.000 1,010 0,000 0.000 0,000 0.000 8 0.000 59312.880 0.000 0.000 0.000 9 0.000 0.000 0.000 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 14 0.000 0.000 0.000 0.000 0.000 ' 1s 0.000 0.000 0.000 1.184E+06 0.000 12 0.000 0.000 0.000 1.469E+06 0.000 13 0.000 501917.775 0,,000 0.000 0.000 Table E20 - Junction Flooding and Volume Listing. The maximum volume is the total volume in the node including the volume in the flooded storage area. This is the max ' volume at any time. The volume in the flooded storage area is the total volume) above the ground elevation. where the flooded pond storage area starts. t The fourth column is instantaneous, the fifth is the) sum of the flooded volume over the entire simulation] Units are either ft"3 or m'3 depending on the units.] ' Out of System Stored in System Junction Surcharged Flooded Flooded Maximum Pending Allowed Name Time (min) Time(min) Volume Volume Flood Pond Volume 1 0.000 0.000 0.000 0.000 0.000 2 0.000 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000 0.000 5 0,000 0.000 0.000 0.000 0.000 6 0.000 0.000 0.000 0.000 0.000 Vr= OF- 5Y�M 7 11 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Dt£'T--� 8 0.000 0.000 0.000 0.000 0.000 9 0.000 0.000 0.000 0.000 0.000 10 0.000 0.000 0.000 0.000 0.000 14 0.000 0.000 0.000 0.000 0.000 15 0.000 0.000 0.000 0,000 0.000 ' 12 0.000 0.000 0.000 0.000 0.000 13 0.000 0.000 0.000 0.000 0.000 Simulation Specific Information Number of Input Conduits.......... 13 Number of Simulated Conduits...... 23 Number of Natural Channels........ 2 Number of Junctions ............... 15 Number of Storage Junctions....... 15 Number of Weirs ................... 7 ' Number of Orifices ................ 1 Number of Pumps................... 0 Number of Free Outfalls........... 2 Number of Tide Gate Outfalls...... 0 --- __-_____d- ______-�___=* � Average %Change in Junction or Conduit is defined as: 1 Conduit % Change --> 100.0 ( Q(n+1) - Q(n) ) / OfulI Junction % Change --> 100.0 ( Y(n+D - Y(n) ) / Yfull The Conduit with the largest average change was..78 with 0.024 percent The Junction with the largest average change was.9 with 0.040 percent The Conduit with the largest sinuosity was ..... - P12 with 0.000 M:V0BS\564-014\aaia\EXTR NMMo e1\Xpswmm\564014x2,dw 51 of 52 Pnnled 3:34 PM, 0612WOO lus I Table E21. Extran continuity balance at the end of the simulation Junction Inflow. Outflow or Street Flooding Error - Inflow + Initial Volume - Outflow - Final Volume Inflow Inflow Average Junction Volume.ft-3 Inflow, cfs -------- ------------- ----------- 1 2.3790E+06 3.6713E+01 3 4.4949E+04 6.9365E-01 5 1.5921E+05 2.4569E+00 6 5.1392E+04 7.9309E-01 7 2.1888E+04 3.3778E-01 11 9.3826E+04 1.4479E+00 8 5.9313E+04 9.1532E-01 13 5.0192E+05 7.7456E+00 Outflow Outflow Average Junction Volume.ft"3 Outflow. cfs ----------------- ----------- 15 1.1838E+06 1.8268E+01 12 1.4687E+06 2.2666E+01 _____-------------- _ ------ _ --- ______------ -____" Initial system volume - 4.2786E-01 Cu Ft Total system inflow volume - 3.3115E+06 Cu Ft I Inflow + Initial volume - 3.3115E+06 Cu Ft I Total system outflow - 2.6525E+06 Cu It Volume left in system = 6.4802E+05 Cu ft Evaporation = 0.0000E+00 Cu It Outflow + Final Volume = 3.3006E+06 Cu ft Total Model Continuity Error Error in Continuity. Percent = 0,32716 Error in Continuity. ft-3 = 10833.759 + Error means a continuity loss. - a gain # Table E22. Numerical Model Judgement Section # # Action Items: Overall Continuity Error # # Worst Node Error # # - Efficiency # # Number of Non -Convergences# Your overall error was Worst nodal error was in node 11 with Of the total inflow this loss was Your overall continuity error was Efficiency of the simulation Most Number of Non Convergences at one Node Total Number Non Convergences at all Nodes Total Number of Nodes with Non Convergences 1.percent .0504 0504 percent 1.9564 percent Excellent Good Efficiency 0.00 0. 0. 0. �> Extended Transport model simulation ended normally. SWMM Simulation ended normally. Your input file was named M:\JOBS\564-014\data\EXTRAN2K\Model\XPSWMM\564014x2. OAT --> Your output file was named M:\JOBS\564-014\data\EXTRAN2K\Model\XPSWMM\564014x2.out SWMM Simulation Date and Time Summary Starting Date... June 28, 2000 Time... 13:55:44:55 Ending Date... June 28, 2000 Time... 14: 7:44:79 Elapsed Time... 12.00400 minutes or 720.24000 seconds 1 L I I I I 1 11 M:VOBSZ64414Wala1FJRRAN2MMo eMpsm Mm 564014x2.doc 52 of 52 Pnnled: IN PM, 062WN ' EXTRAN OUTPUT SUMMARY M c O I� l(J Np tP N N N m tD t0 N M T W L!i Q� �D N V M OJ n In Q M _ T W �O y r0 m m W m m m W m m T OJ OJ O O O ti N N N N N N N N N N N N N N N N N > n ........... m m W m m m m W m W W m W m W m m m m W m m W N W m Q m Q m V m Q W Q m Q m Q m V m V m Q m Q m V m Q m V m Q m Q m Q m Q m Q W Q m Q m Q m Q m Q m Q W Q W Q W Q m Q m Q m Q m V m V m Q m Q c O Ni ti ti m T M OJ pJ m M N m OJ to N to m M N !� m N Q m M T ti y ro .Nv N .Ni N N N .N-r N .Nr N N M O O OJ OJ m > N O T O OAT O O T O T O Or O T O T ..ti T T OJ O OJ O TUT O .... Ol OJT O O OJT O O T o T O T O O+ O T O T� p O OJ T� O O OJ O T O T O T W Q Q Q Q Q Q Q Q V Q Q Q Q Q Q Q Q V Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q V V C O I(J � r(1 to rfl to ip N � I� m� T ti T T N T m JO Qy N T I� NO Ln M N ti N N N N N N N m m W m T OJ o O '� T N N N N N N N N N N N N N N N N T T T T T m T T T T T T T T T T OJT T T T OJ N W m Q m V m Q m Q m Q W Q W Q m Q m Q m Q m Q m Q m Q W v m v m Q m Q m Q Q m - m Q m Q m Q m Q m Q m Q m v m Q m Q m Q W Q m Q m v m Q m V O M M M M M M M .-r rp M M m l0 M � QJ rPl m m u7 n Q �r T OJ T m C rn T T C M O Q Q Q Q Q Q O LLJ M T lP T N T m l0 Q N� I� Ln M O m O In Q N O t0 m m m m m m m T T M Q N AO N �O N O v v v v M M M M M M N No N �> T T OJ Qi pi T T T T O O ..... O o O o O T ......... 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O O o o O O o O O O O O O O O U1 m m W W m m m T T T T Q T T T T T T T T T T T T T T T T T T T T T T T OJ w Q Q Q Q Q Q Q Q V Q Q Q Q Q Q V Q Q Q Q Q Q Q Q Q Q Q V V Q V Q V Q C m m m m m m m o� W N m N Q Q M N O T r Q N o m AO Q N O T m i0 N M N O y N w m Q m v m v m v m Q m Q m v T Q T Q T v T Q T v T v T Q T Q T v T Q T Q T v T v T Q T Q T Q T Q T Q T v OJ Q T Q T v T v T v T v T v T v T Q c O N f� M ti T T Q n n lf] Q f-r T p M .'ti m i0 V T n tf] N n .ti N m y �D r0 W m m m m W m N Q ID 10 m i0 �D m �O i0 JO m l0 l0 �O �O lO JO i0 lO iO �O �O IO �O �O �O 10 d m m m m m m m OJT T T T OJ T T T T T T T T T T T OJ T T T OJT T T T T T w v Q Q v v v v Q v v Q v Q v v v v v v v Q v v Q Q v Q Q v v v v v v Q c O T T T Ol T T M N Ln n N M M M M M N N N N N N `-r .-r .-r f+ .-r — .-+ W N N N N N N N m u� OJ Q W r0 u+ u+ ifJ rn to to N r0 rn rf) N to rfJ to rfi rf] rt] If] r(] u� Q y T T T OJ OJ T T N O n O n n n n n n n n n n. n n n. n n > T OJ T T T OJ ...................... .... 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O ....... p O O O O O O c o 0 0 0 0 o 0 0 0 0 0 0 0 0 0 o p p o 0 o p o 0 0 0 0 0 0 0 0 0 0 0 0 N E .v N M Q tfJ Ip .-r N M Q In 10 ^ N M Q uJ JO ti N M Q ul t0 rti N M Q� 10 .v N M Q ul E H Z O O O O O O rl rti N N N N N N M M M M M M Q Q Q Q Q Q lf] U] Lf] I(] In IGu O N W O Q. iD Q M T W O �(] Q [`� N N N .� ti !+ .y m, W m m W m m m m W W^ O Q ~ q .Qv N N N m O N O N O N N T r-r O� O� O� ti a .ti m .ti m m m .ti W m m m W r-r W m m W .ti W m m ti m '" m ti m `~ m m m m m m m m m N m m W Q m m W W W m m W m m m m m W m m m m m m m W Q W Q m Q W Q m Q m Q W Q m .... 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Q Q O V Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q V Q Q Q Q Q Q V Q Q Q Q Q V Q Q Q C O � I�Nm MAN W I� QMMMMMMQQQ QMMNN N N�����mmm�m rD M l0 �D Q Q Q M M N N C2 . N N N N N N N N N N N N N N N N .m-i m ryo O NNN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N > 0 0 0 0 0 0 ...... O o O O O O O O O o O .................. Q Q Q Q Q V Q Q Q Q Q Q Q Q Q Q Q Q Q V Q Q Q Q Q Q Q Q Q Q Q Q V Q Q Q V Q Q C i N N N N r f] Q Q m M M M ... N N N N N N N N N N N N N N N N r N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N No N N N N N > > O O O O O O O O O O O O O O O O O O O O O O O O o O O O O O O O O O O O ON O O O W Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q O Q V Q Q Q V Q Q Q Q Q Q Q Q Q Q . Q . Q Q Q Q Q Q Q C O � �Q �O+mmNNO� W iO�Q QMNN T W t\ rfJQ N �mmQ M O� NM O Ol W W 1� iD b m u] N �r i(J m N rP N N m Q Q Q Q Q Q Q M M M M M M N N N N CIJN --- -.v O CD l0 m Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q V Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q > > ........ 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Q V Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q V V Q Q Q Q Q V Q Q Q Q Q Q Q Q Q Q Q m � Q Q d'M M M M M N N N N O O O OAP T W W m n n n m m N Lt) Q Q M M N N N> N W W W W W W W W m m W m mmm W mmm n n n n n n n n. n n n. n n n n n r !� n > N O m0�0� o O O O+O�O�O�O� O O O OT O O m�� O O O OI O OITTTTTOI O o O O O .. OI o O� O TO�O� O O O TOE O o O�O�O�O� o O O O� O O� O 00� O O O+O� O o O�O� O O O� O O�OI O W Q Q Q Q Q Q Q V Q Q V Q Q Q Q Q Q Q Q V R Q Q Q V V Q Q Q Q V V V Q Q Q Q Q Q Q Q Q O N 1� Q N ntnM i0M OmN T�Mm W n mtO�QQ MMNN-r N O+ O� O� .Ww.w�OO W W mm m .ti r0 m . O T T. m m m m W m m m m W W W mmm mmm W W m W W co > O O O O O O O O O O ..... O O O O O O O O O O O O O O O O O O Q O O O O O O O O W Q Q Q Q Q Q Q Q d'Q Q Q V Q Q Q Q Q Q Q'Q Q Q Q Q V Q Q Q Q Q V Q Q Q Q Q Q Q Q Q U C J U UI O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 7 � r o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 N E W .� N M Q N H L 2 TM ti N F� N 1 1 ryN 1J 1 1 1�7 I I 1 1 1 1 C 1 N m m W N m m m m m m m m m m m W m CO W m m m m m m m m m m m m m m m W Q V V Q Q Q Q Q Q Q Q Q Q Q Q V Q V V Q V Q Q Q Q Q Q Q Q Q Q Q Q Q C � titi.Qi.Qv.Q-�.M-r.M-r.MrM+.M+ti.M-r Mi �Mr M-i.Mr.Mr ��M-iti�.N-r .Nn .N-r .Ni .Ni .Ni .Ni .N-rO N.-� N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N M O N > O O O O O O O .......... O ....... O O O O O O Or-rO W � Q Q Q Q Q Q Q Q Q V V Q Q V Q Q Q Q Q Q Q O Q Q V Q Q Q Q Q Q Q Q Q C O M �O M M N N N r0 IO lO l0 i0 _ l0 m l0 O lO t0 lf] O to In to N rn rP M rfJ N N N ti > .ti — — — T — O N N > T O� Ol O� T O� Ol O� Or O� O� Ol Ol T Ol O� O� Ol Ol O� Ol T T O� Ol 01 T Ol m N m Q m Q m Q m Q m Q m V N Q m Q m Q m Q m Q m Q m Q m Q m Q m Q m Q m Q m V m Q m Q m Q m Q m Q m Q m Q OJ V OJ V OJ V m Q m V m V m Q m V W C y U) OJ Q m Q m Q m Q m Q m Q m Q m Q m Q m V OJ Q m Q W Q m Q m Q m Q m Q m Q m Q N Q OJ Q OJ Q OJ Q m V'Q m N Q m Q m Q m V m Q m V Ol V Ol Q m Q C O ti .Q-� ti ti r.y r-r ti O Ol O m O m O m O n O l0 O l(i O M O N O .� O rY O T Q Ol M Ol mm O m O m Q m N OJ m n m n ("l > O O O O O O O O O ................ o O O O O O O Ol d'Q Q Q Q Q Q V'Q V C'Q Q Q Q Q V Q Q Q V Q V d'Q Q Q V V Q Q Q O Q C � n n M M N rr ti m Q M m Q N n N ti '"oo O 00o o po oomrnrn rna'mm mm mio o m> y N N N N N N N N N N N N N N N N N N N No NO •-+ •~ ~ ~ '~ '~ ~ m > O O ........ O O O O O O O O O O O O O O O O~ O o o Ol Q Q Q Q Q Q V Q Q Q Q Q Q V Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q W � C � Q `� Ol Ol o o O CO ^O .y .�i .M-. r .+ .y .- � O O O O O O O O C� O� O� T m m m m rn Q 1.6 m 1� > O O O O O O O O O O O O O O O O O O O o O O o O O O O O O O Ol N T Q O� Q Ol Q O� Q Ol O 01 Q Ol O 01 Q CT Q O Q 01 Q Ol Q Ol Q Ol Q Ol Q O� Q O� Q O� Q O� Q O� Q 01 Q O� Q O� Q T Q T Q � Q Ol Q Qi Q Ol Q T Q � Q O� Q Ol Q m Q W C i m Q � M �O y O Q O V O Q O� M Ol M T Ol M m M m M W M M I� M M M M i0 M l0 M tfJ M rIJ M Q M Q M M M M N M N M M M O Ol N O� N m N 1� N Q m� l0 m > O O O O O O O O O O O ........... o Q O Q Q Q Q Q Q Q V Q Q Q Q Q Q Q V V Q Q Q Q Q V Q Q Q Q Q Q Q Q Q W i C O M m M Ol Q � M M y m 1 l0 In Q M N O Ol m n Q M N N N o N Ol V Ol V Ol Q Ol Q O+ Q Ol Q Ol Q O� Q Ol Q O� Q O Q Q� Q Ol Q O Q Ol Q Qi Q Ol Q T Q � Q 01 Q Q� Q 01 Q Ol V Ol V 01 Q � Q Ol Q Ol V Ol Q Ol Q Q 01 V Ol Q m Q C O M m M m N i0 Q m Q I� N r! a0 n n n n iD rn Q .-r m rfJ N m rfl O n M t� rD i0 O. O .Qi > O O O O O O O O O .0 O . O O .. O . O O . O O O O O O O. O Ol N Ol C'Q Or Ol Q Ol Q O� Q O� Q .O... Q O� V'Q Ol Ol Q T O 01 Q � Q � Q O� V Ol Q Ol V Ol V O� V 01 Q 01 V Ol Q Ol V T V 01 Q Ol V Ol Q O� Q Ol V O� d'Q 01 O� Q Ol Q m Q N 1� t` i0 b� O i0 m r0 M O r0 � O b� m to to rfJ U] N to � to t(J rP Q Q Q V � O M > O O O O O O p O O O O O O O O O o O O O O O O O O O O O O O O O O O Q O Q V Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q V V Q W C O In Q M M N N O O m n n b tf] lP Q M N N O m n O O Ln V� .-r y m Cl D\ o Ol n > O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Q Q Q Q Q Q Q Q Q Q V Q Q Q Q Q Q Q Q Q Q Q Q Q Q V Q Q V Q Q Q O V W � X C OC Millt Y V C J U N O O O O O O O O O O O p O O O O O O O O O O O O O O O O O O O 7 In 9,-2 *------------ -----=_________________________________________* Table E9 - JUNCTION SUMMARY STATISTICS The Maximum area is only the area of the node. it does -not -include -the -area -of -the -surrounding conduits Uppermost Maximum Ground PipeCrown Junction Junction Elevation Elevation Elevation Name feet feet feet -------- 1 4915.00 -------- 4915.00 -------- 4911.08 2 4911.00 4911.00 4909.77 3 4915.00 4915.00 4908.27 4 4916.03 4916.03 4907.53 5 4917.00 4917.00 4916.29 6 4915.00 4915.00 4906.68 7 4910.00 4910.00 4906.44 11 4896.50 4896.50 4892.21 8 4925.00 4925.00 4907.62 9 4925.00 4925.00 4910.21 10 4910.00 4910.00 4906.21 14 4896.50 4896.50 4882.34 15 4896.50 4896.50 4878.53 12 4896.50 4896.50 4890.00 13 4920.00 4920.00 4910.27 Time Feet of Maximum of Surcharge Freeboard Junction Occurence at Max of node Area Hr. Min. Elevation feet ft'2 --------- 1 43 --------- 0.00 -------- 3.92 -------- 2.010E+04 2 18 0.00 1.23 7.242E+04 2 30 0.00 6.73 1.494E+05 2 22 0.00 8.50 5.060E+04 1 35 0.00 0.71 1.434E+03 2 32 0.00 8.32 5.924E+04 2 27 0.00 3.56 6.821E+04 3 39 0.00 4.29 2.000E+05 1 59 0.00 17.38 1.217E+03 1 41 0.00 14.79 6.285E+02 2 27 0.00 3.79 5.225E+02 3 40 0.00 14.16 1.388E+02 0 0 0.00 17.97 5.292E+01 0 0 0.00 6.50 2.837E+01 1 41 0.00 9.73 2.791E+04 1 1 1 1 1 1 1 1 1 1 1 I t I I J 2 z Ell �1 O N "t CO r O d') QO It It I- (-JSW) UOIIBA013 N �� I 176 I 1 1 I I I t I I J o N N 3 m Q No Q O m T N M M^ tD O ip ip U M .-� lD '� i0 Q V �D m iO m �D �D ul Q V Q m M M N D` m V � O Q O i0 ID Q M W N ti ti 1� 4l O� O� O N M N i0 m O O" N .— .ti N Q m N V m Q m M Q m O N-- M O b- ^ V 0 N - O O O O O O- - V N D` m a` ^ - - - m - 1 N O N 3 M m o ^] ^LL � O lf lO O� M Q m h m 1D Q M N Q ip ti M N C� O O O O O O Q M 'y 1�-� Q N b� W O O o o O O O N T M LL ly m O Q— .v 0 0— M N-- N N N N N M M M M M M M M M M N 3 O o O O O O O o 0 o O O o 0 0 0 O O O O O O O O O o o O o O O O O O O O O d No m l0 N m O� Q l0 tD N O N O N O N O N O N O N O T^^ N Q Q M M M l0 O O O O O O O O O m O WIC M N^ N T Q C' � 1p O O '� .ti N O N h ti m^ lIJ V M M N ti ti O O O O N Q 3 O' m^ O O ti O\ ip Cl N M - ^ - N Q ip O\ Q "' N— O m n—^^^^^ m O N m N N �+ .y NNNNNNN N M O^ ^ N '� O UJ m 1� N m^ N^ M t(] m V N M N m N T Q^ m^ N to ^ N N m 1� O M N O Ol ^ lf] Q M N O O O\ Ol m O Lo V V W N N N Q O O O O O O O O O O D\ O Ol N m Ol m m m N N N N N N M O o M N Q O+ N cO O T T O N � d O lD N M M O ti m Q O lD ^� N ti Ol m^ 4D Q N O m lD M N N Q lIJ �� m D• b� N N� M 9 M LD 1� M m � � � Q P ^ O � O O O O O O O M OI� N ti ti O M t0 10 m O M ID lO m O M O O O O O ti ti N N N N N N M M M M M M Q Q Q Q Q Q� M N� ID IfJ 1p m O O U N � N E H 1 m N V .v 'y o O D• m m m m � t` n O rD i0 � N� ti O ti� m n� lP lP Q Q C') (h N 0 N 0 0 0 .N-r 0 0 .Mv 0 .N-r 0 .Ni 0 0 _ 0 0 0 0 0 0 O 0 O 0 O O O O O O O O O O O O o O O O O O O o O O O O O O LL N NNN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NNN NNN N �O N M W Q N O� <'J 27 p Q t o O V m LD N Q M N O�� m iD N V �'] N O T m I� � w N CI OC,� n� N N M N N N N Ol O W�� �..� N N n O O m LL . N m, N fy N O O N M M V Q M M N n^ m O 0 3 c") N O N !� M Or N T m 10 O� rr N O m N M m N O N p N IO 1� lO ti ti n Q N 0 W O� N Q m N O W N O M b N O m O i rm� 1� m m Ln n ti N Q � O M O � o O O O O O O O O O O O N O O O O O O O O o p m� O O O O O O O O O ti LL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O n O i N� n m Ol p O O ti ti O O O 'y Ol W n 10 L(J Q M N O Or m n W W Q M N ti Ol m n Q M M D\ W W M O O O O O ti r-r .-r .-r f-r .-ti .ti M m M M M M M M M M M M M M N 10 3 O O O O O O O O o 0 0 0 0 o O p O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p 0 0 0 W LL N N N N NNN N N N N N N N N N N N N NNN N N N N N N N N N N N N N N N N N N N N N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W NNNN NNNN .� LL D\ M O O O O O O O O O Or-r N N N NNN N N N N N NNN N N N N N N N N N N N N N N N N N N N N ti N 3 m rn o— o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ti p o Ol m V ` M Ol O w� N N M M M M M M M M M M M M M M M M M M M M M M M M NNN NNN N N N N NNNN N N Q Q N m N N 01 V] m ti D• m 0 l0 0 M 0 m On N M l0 m n ti M Q L[) t0 l0 n n n O IO W Q M D• V m N n m tt] lf) Q M M'� T O� Ol OOO O.-r OO OO OOOOO OOOOI OI O+O� Ol O�O� O� D\ m m mm m m m LL� N N N M M M M M M M M M M M M M M M M M M M M M M M M N N N NNNNN N N N N N N N N 1,.1 M n to O� V m O N Q 10 O i0 M V m iO M m �O Q N O m �O Q M N N O m O N T M 10 01 10 1� Q ttl M M M D\ CD o LL V' m Q 10 Q N Q M Q N Q O Q 01 M M N M Q M N mm O coI� ..... W Q N N N ti N NNNN — 0 NNNN 0 0 0 ti M O N o.. Mln.omo M u�.o mo Mln�mo M M In .omo Mrnemo M�(]emo MN�om s eelo�n n r I� mmmmmmrn rnrnrna,rn oo a c U N � .............. 0 0 0 0 0 0 0 0 0 0 0 ....... 0 0 N E 1� S L I 11 t 1 I I I I I 11z I [1 I I 1 I N O� O O O O O O O O O O O O� Ol Or Ol Ol O� p� Ot Ot Ol � m m OJ m m m M l0 w ti w � O O O O O O O O O N N O� Ol Ol Ot Ol Ol Ol O1 O� O� � pl pl D` Ot Ot � m O ^ M N 1 0 0 0 l0 W O O O O O o O O O V^ O M M N N N N N N N N N N N N N o m 3 ti b l0 O W O W Q W m W M m M I� In W O Q� W W W W M N l0 CJ m r m M M V Q V Q V W W to Q 3 O O O O O O O O O O O O O O O O O O O O O O o 0 0 0 O 0 V �O M O + � LL N N N O Ln M N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O W LL O O N N N N N N NO N N N N N N N N N N N N N N N N N N N N N Q 0 0 0 O O O O O O O O O O O O O O O O O O O O O Q O 10 W W W W W W W W W W W W W W W W W W W W M Q O W W LL� N N M N M N Q N Ln N W N N W N Ol N .� M M M i0 M M N C Mtn V Q r0 O m a Q to N T N M W m W� m N tD OJ � O t0 n m N^ Q N N N .o Q 3 0� o 0 0 0 0 0 0 0 0 0 0 .............. No M 0 LL M N m N W r N N N N N N N N N N N N N N N N N N N N N N N N N N N N M M N � N t� rti to m N N N Ot tfJ M to !� t0 rn Ot Q t0 1n N T Q Ol � N N M m 1 n , T N m� 0 M O N M Ot I� 1n M O Q N O n W M O O ^ Q N Q N O m O� w d LL W l0 b N to Ln lP Q Q Q Q Q M M M M N N N N N ti �-" O O t0 � � rY rti r-t .ti r-r r-� ti .-� r-r ti ti H r-I ry H ti ti ti ti ti ti r-� �-r ti rr M O Ln !� t0 M m O� O M Ln tD m O M M O N I� b t") m 00 N M M O In t0 M m O O N M M O Ln n rD M m O O C X C r0 Y a N----- IT b—.-�.n-r m £ £ £ Y � —r-r-----r -- —N-r---r— .n- --r � V U N � 0 0 0 O O O O O OO O O O O O O O O O O O O O O O O O N Ln .-r N M Q N r' N M V In ti N M Q W E F- t M M M V Q Q Q Q� to to to to N to t0 tO �O t0 t0 t0 n 1� � � 1� I� m --------------------- ___________* Table E10 - CONDUIT SUMMARY STATISTICS �13 Note: The peak flow may be less than the design flow and the conduit may still surcharge because of the -downstream-boundary-conditions-------------------- Conduit Maximum Time Maximum Time Ratio of Maximum Depth > Name Design Design Vertical Computed of Computed of Max. to at Pipe Ends Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Hr. Min. Design Flow Upstream (ft) Dwnstrm (ft) Name (cfs) (ft/s) (in) (cfs) Hr. Min. (ft/s) ------ P12 --------------- 4.77E+03 7.80 -------- 84.00 ------- 2.31E+02 ----------- 1 43 ------- 3.30 ---------- 1 33 ------- 0.05 -------- 4911.08 -------- 4909.77 34 17. 2.40 36.00-7.49E+01 1 33 -10.33 1 33 -4.41 4908.27 4907.53 67 16. 3.33 30.00 3.65E+01 6 18 7.38 6 18 2.23 4906.68 4906.44 611 1.33E+04 24.99 102.00 2.86E+01 2 32 0.70 2 21 0.00 4906.68 4892.21 78 34. 2.68 48.00 1.36E+02 1 39 10.73 1 39 4.02 4907.62 4906.44 89 69. 5.48 48.00 1.05E+02 1 40 8.29 1 40 1.53 4910.21 4907.62 1011 63. 12.81 30.00 6.46E+01 2 11 13.01 2 10 1.03 4906.21 4892.21 1415 21. 6.64 24.00 2.17E+01 3 40 6.84 3 40 1.04 4882.34 4878.53 23 84. 4.10 48.00 1.46E+02 1 47 7.49 1 42 1.74 4909.77 4908.27 461 13. 2.59 30.00 3.11E+01 7 58 6.27 7 58 2.45 4907.53 4906.68 462 6.82E+04 23.11 90.00 2.11E+01 2 22 0.66 6 19 0.00 4907.53 4906.68 541 32. 4.52 36.00 9.80E+01 1 35 13.61 1 35 3.07 4916.29 4907.53 542 11. 2.55 6.00 1.45E+01 1 35 3.44 1 35 1.35 4916.29 4914.53 ORF # 1 13. 0.64 17.45 2.17E+01 3 40 12.94 3 40 1.69 4892.21 4888.14 WEIR# 1 Undefnd Undefnd Undefnd 2.12E+00 2 18 WEIR 2 Undefnd Undefnd Undefnd 2.03E+02 2 31 WEIR 3 Undefnd Undefnd Undefnd 6.47E+01 2 11 WEIR 4 Undefnd Undefnd Undefnd 8.06E+01 2 30 WEIR 5 Undefnd Undefnd Undefnd 0.00E+00 0 0 WEIR 6 Undefnd Undefnd Undefnd 8.63E+01 1 41 WEIR 1 7 Undefnd Undefnd Undefnd 1.01E+02 3 39 FREE 1 Undefnd Undefnd Undefnd 2.17E+01 3 40 FREE 2 Undefnd Undefnd Undefnd 1.01E+02 3 39 F I I 1 d I 1 I FI 0 .E N 0 U. F O O N O O O O O O O O LO O LO CV T r (So) mou Table E15 - SPREADSHEET INFO LIST Conduit Flow and Junction Depth Information for use in spreadsheets. The maximum values in this table are the true maximum values because they sample every time step. ' The values in the review results may only be the maximum of a subset of all the time steps in the run. Note: These flows are only the flows in a single barrel. i- - ---- ----------- - -- == -------------- L_J L i i i i i i i i i i u I Conduit Maximum Name Flow P12 230.8294 34 075 6 1 28.557757 78 135.5346 1011 64.63050 1415 21.67948 23 145.9458 461 31.11362 462 21.07706 541 98.04467 542 14.46508 ORF # 1 21.67948 WEIR 1 2.116826 WEIR 2 202.7121 WEIR 3 64.65318 WEIR 4 80.56570 WEIR 5 0.0000000 WEIR 6 86.29379 WEIR 7 100.6898 FREE 1 21.67948 FREE 2 100.6898 Total Flow Maximum Junction Invert Maximum Velocity Name Elevation Elevation -------- 3.298082 -------- 1 --------- 4907.910 --------- 4911.078 -10.33477 2 4903,610 4909.766 7.375518 3 4899,810 4908.270 0.7021726 4 4899.290 4907.533 10.72685 5 4900.340 4916.295 8,291302 6 4898.700 4906.675 13.00690 7 4897.870 4906.436 6.840309 11 4882,550 4892.205 7.490176 8 4898.090 4907.621 6.268159 9 4899.370 4910.214 0.6609395 10 4898.430 4906.209 13.60929 14 4877.450 4882.336 3.442727 15 4873.860 4878.530 12.93736 12 4890.000 4890,000 0.0000000 13 4902.120 4910,269 0.0000000 0.0000000 0.0000000 000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 115 i Ilu Project: Project No. THE SEAR -BROWN GROUP By: Date: Checked: Sheet of Rt4�«_ T;,6ic- CI P(;AD_+ Pine 2Z9 f Zq OF 6Z po,.�i �ax tF�s<<1_ _ IAIO, Z1/ In C �[t�..,:1 �•.. 1 r t Cora,, , kj �I M//-i wk /`/Or ��e\ �.<CC w-5 ica a-� 1/1AAY, 1/JSF I•, ',f r�G)i. �'> of Vt /M w A� bP.�i'�. G,.C![ !' In,:. A)r.. rlI lA)�.:L' LI. " p`1l�•I v, , & i o t .'. 1 Vcr Y. '!'�o.vt �rJ4Sa.:� U� �,...j t,�J �r. r•'�\ 7 — So %4 a�st �o d MUn WsrL= 45oCP,�`i li�ell wijb,;, do ;; P �{ Sevar,( i'a.' ( l <a �.. �. Mix WSC C. - i`L4j2.Z1 L;`G °t 13 — So �� were po• fll Mai ws�L AT Ch emy - 53A"Ow FtWU C, (,I A-D3AC&,m PA2-KiQ , E-vF rCvice.lna — /)A K WSCL � Li 7 �Norih Pc�_ti�} i 1 1 1 1 SWMM BASIN REVISIONS FOR HP BUILDING 4 1 FINAL SWMM MODEL 1 I 1 1 1 i 1 1 1 1 1 1 1 1 1 i 1 1 1 r ... THE SEAR -BROWN GROUP Project: NQ �ti%�d.ra Ll `�xf.ah Project No. %19001 BY: CUP Checked: 179' Date: 101619$ Sheet Z of Z Q LL1 Q 119 Ll i 1 1 1 i 1 1 • � M V i 1 1 i j :•�� i 1 1 1 i , j 1 1 i M N 1 1 I 1 1 � 1 1 i � 1 I 1 1 1 � 1 1 � 1 ! 1 1 ! � � 1 1 1 1 � � 1 1 1 1 1 1 j 1 i 1 1 1 1 1 1-r---- --- --- _i_ 1 I1 1 1 1 1 i 5 1 1 _ „ 1 1 1 i i i 1 1 � 1 1 1 1 1 � 1 1 � 1 1 / 1 1 j 1 1 1 1 1 1 1 1 1 1 1 1 � j _--- --- _r_--- __--- --- _r__r---- - I I 1 1 I r I I THE SEAR -BROWN GROUP Project: HP Fx r Project No. 799-00k By; Fd .I SWMM 1keo4t Checked: 1IV Date: ��° 5�6�9e Sheet of �a.S��n- f Y •�-����5 eati� 76v = 1630 �4 p Ac �.`��3+s6a _ _ Soo +� 7300 i4,AX At J Arrc ?-3.O Ar r4 Tw _ Isk THE SEAR -BROWN GROUP Project: By: Date: Prt-vi 0v5 /wla dtI Project No. Checked: Sheet of Arta = 31.3 A- T at LI26 T+ — (� 32oe 44- bash S�v Pe (Zev;s i IIAodaf ard14 z AI rem. 5 1, 336, 10-6 �i 30,? Ac- F PL - 3c>o' 4 Tw a Ate-,, _ FILL 1,33-, Zorn Gz -F = #� S& P4 I're vto4S Alod¢j zi 13.3 A Tw = 6oc, PL = 13,3 Ac `11, 5e. {nfZ (tv;" FPL 3W MAx W �.t v,�d Moa4el #"�tsrN F PL Tw 300 ft ��- THE SEAR -BROWN GROUP Project: Project No. By: Checked: Dote: Sheet of h2 V i A e ac A re,, = -7tv, . 4c "Tina ZL li uw 11 too Y4vtsJ Area = `bti•1 Ac F P L Slopes 6as,_ �Qfi'A4'n')L� bwt 7?00' �Uk. DEv, P�lq — AllsSLt MK,G� 'c+ �N/lcti>� LG NSiS�nT IN�Th pre V\tla..i n12 THE SEAR -BROWN GROUP Project: By: Date: — Project No. Checked: _ Sheet Perc.e,,+ -T—tM (tit( vi ow.s S A — 10Rs�Q vh Ca CA G!`2a5 D Ni... Ilan �+5�`n5 ac— u a 0 1-7 3 13.14 "�14 o.�a 0�, 0 .7 F•5�•^, 3Z O• -7 So 16,7 SZ. 5�3 S 4 �•`i 0,D4 of -7 la �S7, 2 0.75 Ia. SAS` 0,-73 61 O• I ©33G 57.2�1 112 100 YEAR FULLY DEVELOPED CONDITION SWMM MODEL WITH PHYSICALLY BASED POND RATING CURVES I ps ' ' ' North Pond Stage (ft MSU 4899.81 4901.99 4902.00 4903.00 4111*01 4905.00 4906.00 4907.00 4908.00 4910.00 Junction/C onduit: Time (hr) $tame -Vol une Surface Area (ac) 0.00001 0.00001 0.67 0.78 0.87 0.99 1.54 2.71 3.43 3.43 3 Elevation (ft MSU Relationship Inc Volume lac-ftl 0 0.000 0.002 0.72 0.82 0.93 1.25 2.10 3.06 6.86 Volume (ac-ft) Acc Volume lac-ft) 0 0.00D 0.002 0.73 1.55 2.48 3.74 5.83 8.90 15.76 Weir #4 Flow (cfs) 34 Flow (cfs) Weir 4 Characteristics Crest E1 Length Coef. Total Flow (cfs) 4908.05 ft NSL 260 ft 3 0.167 4899.81 0.00 0.00 0.0000 0.0000 0.333 4899.81 0.00 0.00 0.0000 0.0000 0.500 4199.81 0.01 0.01 0.0000 1.0011 0.667 4899.81 0.00 0.00 0.0000 0.0000 D.833 4899.81 0.00 0.00 0.0000 0.0000 1.000 4899.81 0.00 0.00 0.0000 0.0000 1.167 4899.83 0.00 0.00 0.0013 CAM 1.333 4902.07 0.05 0.00 -13.7000 -13.7000 ' 1.500 4902.78 0.57 0.00 -51.7500 -51.7500 1.667 4905.15 2.67 0.00 -56.2000 -56.2000 1.833 4906.75 5.31 0.00 -16.6100 -16.6100 1.000 4907.51 7.40 0.00 2.1350 2.1350 2.167 4907.99 8.87 0.00 24.8800 24.8800 2.333 4908.24 9.72 64.60 30.7700 95.3689 2.500 4908.27 9.82 80.49 31.4200 111.9075 <-- Maximum 2.667 4908.27 9.82 60.49 31.3800 111.8675 2.833 4908.26 9.79 75.06 31.2700 106.3326 2.000 4908.25 9.75 69.77 31.1700 100.9353 ' 3.167 4908.25 9.75 69.77 31.0700 100.8353 3.333 4908.24 9.72 64.60 30.9300 95.5289 3.500 4908.23 9.68 59.57 30.7500 90,3167 3.667 4908,22 9.65 54.67 30,1101 15,2514 3.833 4908.21 9.62 49.92 30.4400 80.3600 ' 3.000 4908.2 9.58 45.31 30.3200 75.6339 4.167 4908.2 9.58 45.31 30.2300 75.5439 4.333 4908.29 9.55 40.86 30.1500 71.0089 4.500 4908.19 9.55 40.86 30.0800 70.9389 ' 4.667 4908.19 9.55 40.86 30.0200 70,8789 4.833 4908.18 9.51 36.56 29.9900 66.5503 4.000 4908.18 9.51 36.56 29,9400 66.5003 5.167 4908.18 9.51 36.56 29,8700 66.4303 5.333 4908.17 9.48 32.42 29.8000 62.2240 ' 5.500 4908.17 9.48 32.42 29.7200 62.1440 5.667 4908.16 9.44 28.46 29.6500 58.1066 5.833 4908.16 9.44 28.46 29.5700 58.0266 5.000 4908.15 9.41 24.67 29.4900 54.1558 6.167 4908.15 9.41 24.67 29.4200 54.0858 ' 6.333 4908.14 9.38 21.06 29.3400 50.4000 6.500 4908.14 9.38 21.06 29.4400 50.5000 6.667 4908.13 9.34 17.65 29.6200 47.2694 6.833 4911,13 9.34 17.65 31,6111 41,1294 6.000 4908.12 9.31 14.45 30.8200 45.2658 ' 7.167 4908.11 9.27 11.46 30.9200 42.3836 7.333 4908.11 9.27 11.46 30.9900 42.4536 7.500 4908.1 9.24 8.72 31.0500 39.7707 7.667 4908.1 9.24 8.72 31.0800 39.8007 7.833 4908.09 9.20 6.24 31.1000 37.3400 7.000 4908.08 9.17 4.05 31.1000 35.1530 8.167 4908.07 9.14 2.21 31.0900 33.2962 8.333 4908.06 9.10 0.78 31.0800 31.8600 8.500 4908.05 9.07 0.00 31.0600 31.0600 8.667 4908.04 9.03 0.00 31.0300 31.0300 8.833 4908.02 8.96 0.00 30.9800 30,9800 8.000 4907.99 8.87 0.00 30.9200 30.9200 - 9.167 4907.96 8.77 0.00 30.8500 30.8500 1 11 Junction/C 3 Weir #4 34 Total onduit: Time Elevation Volume Flow (hr) (ft MSL) (ac-ft) flow (cfs) Flaw (cfs) (cfs) 9.333 4907.93 8.68 0.00 30.7700 30.7700 9.500 4907.9 8.59 0.00 30.6900 30.6900 9.667 4907.87 8.50 0.00 30.6100 30.6100 9.833 4907.83 8.38 0.00 30.5300 30.5300 9.000 4907.8 8.28 0.00 30.4400 30.4400 10.167 4907.76 8.16 0.00 30.3500 30.3500 10.333 4907.73 8.07 0.00 30.2600 30.2600 10.500 4907.69 7.95 0.00 30.1600 30.1600 10.667 4907.65 7.82 0.00 30.0700 30.0700 10.833 4907.62 7.73 0.00 29.9700 29.9700 10.000 4907.58 7.61 0.00 29.8700 29.8700 13.167 4907.54 7.49 0.00 29.7600 29,7600 11.333 4907.49 7.33 0.00. 29.6600 29.6600 11.500 4907.45 7.21 0.00 29.5500 29.5500 11.667 4907.41 7.09 0.00 29.4400 29.4400 11. 833 4907.37 6.97 0.00 29.3300 29.3300 11.000 4907.32 6.81 0.00 29.2100 29.2100 12.167 4907.28 6.69 0.00 29.0900 29.0900 12.333 4907.23 6.54 0.00 28.9700 28.9700 12.500 4907.18 6.38 0.00 28,8400 28.8400 12.667 4907.13 6.23 0.00 28.7200 28.7200 12.833 4907.08 6.08 0.00 28.5800 28.5800 12.000 4907.03 5.92 0.00 28.4500 28.4500 13.167 4906.98 5.79 0.00 28.3100 28,3100 13.333 4906.93 5.69 0.00 28.1700 28.1700 13.500 4906.88 5.58 0.00 28.0200 28.0200 13.667 4906.82 5.46 0.00 27.8700 27.8700 13.833 4906.76 5.33 0.00 27.7100 27.7100 13.000 4906.7 5.20 0.00 27.5500 27.5500 14.167 4906.64 5.08 0.00 27.3800 27.3800 14.333 4906.58 4.95 0.00 27.2000 27.2000 14.500 4906.51 4.81 0.00 27.0200 27.0200 14.667 4906.44 4.66 0.00 26,8200 26.8200 14.833 4906.37 4.51 0.00 26.6200 26,6200 14.000 4906.3 4.36 0.00 26.4100 26.4100 15.167 4906.22 4.20 0.00 26,1900 26.1900 15.333 4906.14 4.03 0.00 25.9500 25.9500 15.500 4906. 05 3.84 0.00 25.7000 25,7000 15.667 4905.96 3.69 0.00 25.4300 25.4300 15.833 4905.87 3.57 0.00 25.1500 25.1500 15.000 4905.77 3.45 0.00 24.8700 24.8700 16. 167 4905.67 3.32 0.00 24.5600 24.5600 16.333 4905.57 3.20 0.00 24.2500 24.2500 16.500 4905.46 3.06 0.00 23.9900 23.9900 16.667 4905.35 2.92 0.00 23.7000 23.7000 16.833 4905.24 2.78 0.00 23.3400 23.3400 16.000 4905.11 2.62 0.00 22.9600 22.9600 17.167 4904.98 2.46 0.00 22.5500 22.5500 17.333 4904.85 2.34 0.00 22,1200 22.1200 17.500 4904.72 2.22 0.00 21.6900 21.6900 17.667 4904.58 2.09 0.00 21,2400 21.2400 17.833 4904.45 1.97 0.00 20.7900 20.7900 17.000 4904.31 1.84 0.00 20.3100 20.3100 Maximum 4908.27 9.82 80.49 31.42 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 i 197 W 1 Southeast Pond Stage -Volume Relationshio Stage (ft Surface Inc Volume Acc Volume MSU Area (ac) (ac-ft) (ac-ft) 4897.87 0.00001 0 0 , 4901.99 0.00001 0.000 0.000 4902,00 1.18 0. 004 0. 004 4905.00 4907,00 1.4 1.63 3.865 3.027 3.869 6.896 ' 4908.00 1.63 1.630 8.526 4910.00 1.63 3.260 11.786 Junction/Co 7 1011 nduit: ' Elevation Volume Time (hr) (ft MSU (ac-ft) Floe (cfs) 0.167 4897.87 0.00 0 0,333 4897.87 0.00 0 ' 0.500 4897.87 0.00 0 0.667 4697.87 0.00 0 0.833 4897.87 0.00 0 1.000 4897.87 0.00 0 1,167 4897.87 0.00 0 ' 1,333 4902.05 0,07 26.13 1.500 4902.57 0.74 39.94 1.667 4903.8 2,32 61.06 1.833 4905.24 4.23 63.65 ' 1.000 4905.84 5.14 64.37 2.167 4906.2 5.69 64.63 2.333 4906.4 5.99 64,27 2.500 4906.43 6.03 63.24 2.667 4906.34 5.90 62.04 ' 2.833 4906.21 5.70 60.97 2.000 4906.07 5.49 60.04 3.167 4905.91 5.25 59.25 3.333 4905.72 4.96 58.53 3.500 4905.49 4.61 57,86 3.667 4905.26 4.26 57.28 3.833 4905.04 3.93 56.74 3.000 4904.82 3.64 56.24 4.167 4904.62 3.38 55.76 , 4.333 4904.42 3.12 55.29 4.500 4904.23 2.88 54.84 4.667 4904.06 2.66 54.42 4.833 4903.95 2.52 54.16 ' 4.000 4903.82 2.35 53.84 5.167 4903.66 2.14 53.43 5.333 4903.51 1.95 53.06 5,500 4903.36 1.76 52.62 5.667 4903.22 1.58 52.01 ' 5.833 4903.08 1.40 51.19 5.000 4902.96 1.24 49.76 6.167 4902.84 1.09 48.45 6.333 4902.74 0.96 45.46 ' 6.500 4902.63 0.82 42.32 6.667 4902.54 0.70 39.53 6.833 4902.46 0.60 37.35 6.000 4902.4 0.52 35.68 7.167 4902.36 0.47 34.45 ' 7.333 4902.32 0.42 33.56 7.500 4902.3 0.39 32.92 7.667 4902.2E 0.36 32.46 7.833 4902.27 0.35 32.12 ' 7.000 4902.26 0.34 31.87 8.167 4902.26 0.34 31.68 8.333 4902.25 0.33 31.54 8.500 4902.25 0.33 31.43 8.667 4902.24 0.31 31.34 ' 8.833 4902.24 0.31 31.26 8.000 4902.24 0.31 31.19 9.167 4902.23 0.30 31.12 ' Im d Junction/Co 7 1011 nduit: Elevation Volume Time (hr) (ft MSL) (ac-ft) Floe (cfs) 9.333 4902.23 0.30 31.04 9.500 4902.23 0.30 30.97 9.667 4902.23 0.30 30.9 9.833 4902.22 0.29 30.82 9.000 4902.22 0.29 30.74 10.167 4902.22 0.29 30.67 10.333 4902.21 0.27 30.58 10.500 4902.21 0.27 30.5 10.667 4902.21 0.27 30.41 10.833 4902.2 0.26 30.32 10.000 4902.2 0.26 30.23 11.167 4902.2 0.26 30.13 11.333 4902.19 0.25 30.04 11.500 4902.19 0.25 29.93 11.667 4902.19 0.25 29.83 11.833 4902.18 0.24 29.72 11.000 4902.18 0.24 29.62 12.167 4902.17 0.22 29.51 12.333 4902.17 0.22 29.4 12.500 4902.16 0.21 29.28 12.667 ' 4902.16 0.21 29.17 12.833 4902.15 0.20 29.05 12.000 4902.15 0.20 28.92 13.167 4902.15 0.20 28.79 13.333 4902.14 0.18 28.66 13.500 4902.13 0.17 28.53 13.667 4902.13 0.17 28.39 13.833 4902.12 0.16 28.25 13.000 4902.12 0.16 28.1 14.167 4902.11 0.15 27.95 14.333 4902.11 0.15 27.8 14.500 4902.1 0.13 27.64 14.667 4902.09 0.12 27.47 14.833 4902.09 0.12 27.29 14.000 4902.08 0.11 27.1 15.167 4902.07 0.09 26.91 15.333 4902.06 0.0B 26. 71 15.500 4902.05 0.07 26.5 15.667 4902.05 0.07 26.28 15.833 4902.04 0.06 26.05 15.000 4902.03 0.04 25.8 16.167 4902.02 0.03 25.55 16.333 4902.01 0.02 25.28 16.500 4901.98 0.00 24.54 16.667 4901.94 0.00 23.79 16.833 4901.93 0.00 23.43 16.000 4901.91 0.00 23.05 17.167 4901.9 0.00 22.65 17.333 4901.88 0.00 22.23 17.500 4901.86 0.00 21.79 17.667 4901.84 0.00 21.35 17.833 4901.82 0.00 20.89 17.000 4901.8 0.00 20.42 Maximum 4906.43 6.03 64.63 190 I I I I �1 I I I I I I I I 11 I I I 191 I 11 1 1 I F 1 Southwest Pond Stage -Volume Relationshio Weir #6 Characteristics Crest El 4910 Stage (ft Surface Inc Volume Acc Volume Length 200 MSL) Area (ac) (ac-ft) (ac-ft) Coef. 3.1 4902.12 0.00001 0 0 4902.99 0.00001 0.000 0.000 4903.00 0.35 0.001 0.001 4904.00 0.38 0.365 0.366 4905.00 0.42 0.400 0.766 4908.00 0.54 1.436 2.202 4909.00 0.64 0.589 2.791 4911.00 0.64 1.280 4.071 Junction/Co 13 Weir #6 89 Total nduit: Elevation Volume Time (hr) (ft MSL) (ac-ft) Flow (cfs) Flow (cfs) Flow (cfs) 0.167 4902.12 0.00 0.00 0.00 0.0000 0-333 4902.12 0.00 0.00 0.00 0.0000 0.500 4902.12 0.00 0.00 0.00 0.0000 0.667 4902.12 0.00 0.00 0.00 0.0000 0.833 4902.12 0.00 0.00 0.00 0.0000 1.000 4902.12 0.00 0.00 0.00 0.0000 1.167 4902.15 0.00 0.00 0.06 0.0563 1.333 4903.18 0.07 0.00 31.91 31.9100 1.500 4905.19 0.86 0.00 61.91 61.9100 1.667 4910.27 3.60 84.58 104.60 189.3786 <-- Maximum 1.833 4910.09 3.49 '16.74 98.24 114.9800 1.000 4909.79 3.30 0.00 89.91 89.9100 2.167 4909.08 2.84 0.00 77.39 77.3900 2.333 4908.23 2.34 0.00 62.17 62.1700 2.500 4907.42 1.92 0.00 45.99 45.9900 2.667 4906.88 1.67 0.00 30.78 30.7800 2.833 4906.59 1.53 0.00 26.59 26.5900 2.000 4906.35 1_41 0.00 20.41 20.4100 3.167 4906.1 1.29 0.00 18.69 18.6900 3.333 4905.82 1.16 0.00 14.05 14.0500 3.500 4905.55 1.03 0.00 11.75 11.7500 3.667 4905,31 0.91 0.00 10.40 10.4000 3.833 4905.08 0.80 0.00 9.48 9.4770 3.000 4904.86 0.71 0.00 8.58 8.5760 4.167 4904.65 0.63 0.00 6.72 6.7230 4.333 4904.47 0.55 0.00 6.94 6.9380 4.500 4904.28 0.48 0.00 6.32 6.3160 4.667 4904.1 0.41 0.00 5.38 5.3780 4.833 4904.02 0.37 0.00 4.90 4.9020 4.000 4903.84 0.31 0.00 5.79 5.7940 5.167 4903.7 0.26 0.00 3.12 3.1230 5.333 4903.51 0.19 0.00 4.97 4.9670 5.500 4903.38 0.14 0.00 5.88 5.8770 5.667 4903.23 0.09 0.00 2.86 2.8600 5.833 4903.09 0.03 0.00 3.53 3.5260 5.000 4903 0.00 0.00 -1.67 -1.6710 6.167 4902.66 0.00 0.00 1.93 1.9340 6.333 4902.48 0.00 0.00 -0.18 -0.1827 6.500 4902.38 0.00 0.00 0.04 0.0382 6.667 4902.43 0.00 0.00 2.61 2.6140 6.833 4902.42 0.00 0.00 1.94 1.9410 6.000 4902.35 0.00 0.00 1.38 1.3820 7.167 4902.28 0.00 0.00 -0.58 0.5833 7.333 4902.26 0.00 0.00 0.13 0.1301 7.500 4902.25 0.00 0.00 -0.09 -0.0911 7.667 4902.23 0.00 0.00 -0.05 -0.0524 7.833 4902.23 0.00 0.00 0.00 -0.0010 7.000 4902.22 0.00 0.00 0.10 0.0966 8.167 4902.22 0.00 0.00 0.16 0.1564 8.333 4902.22 0.00 0.00 0.25 0.2545 8.500 4902.22 0.00 0.00 0.31 0.3136 8.667 4902.23 0.00 0.00 0.37 0.3734 8.833 4902.23 0.00 0.00 0.41 0.4051 8.000 4902.23 0.00 0.00 0.41 0.4077 9.167 4902.24 0.00 0.00 0.39 0.3887 ft h1SL ft 1 14Z 1 Junction/Co 13 Weir 66 89 Total nduit: Elevation Volume Time (hr) (ft MSL) (ac-ft) Flow (cfs) Flow (cfs) Flow (cfs) 9.333 4902.24 0.00 0.00 0.32 0.3218 9.500 4902.24 0.00 0.00 0.23 0.2309 9.667 4902.24 0.00 0.00 0.13 0.1319 9.833 4902.24 0.00 0.00 0.02 0.0187 9.000 4902.24 0.00 0.00 -0.07 -0.0676 10.167 4902.23 0.00 0.00 -0.16 -0.1599 10.333 4902.22 0.00 0.00 -0.20 -0.1972 10.500 4902.21 0.00 0.00 -0.21 -0.2143 10.667 4902.2 0.00 0.00 -0.19 -0.1923 10.833 4902.19 0.00 0.00 -0.12 -0.1222 10.000 4902.19 0.00 OM -0.04 -0.0367 11.167 4902.18 0.00 0.00 0.04 0.0385 11.333 4902.18 0.00 0.00 0.13 0.1335 11.500 4902.18 0.00 0.00 0.20 0.2015 11.667 4902.19 0.00 0.00 0.20 0.1965 11.833 4902.19 0.00 0.00 0.14 0.1432 11.000 4902.19 0.00 0.00 0.08 0.0777 12.167 4902.18 0.00 0.00 0-00 0.0010 12.333 4902.17 0.00 0.00 -0.10 -0.0989 12500 4902.17 0.00 0.00 -0-14 -0. 1402 12.667 4902.16 0.00 0.00 -0.11 -0.1069 12.833 4902.15 0.00 0.00 -0.03 -0.0314 12.000 4902.14 0.00 0.00 0.06 0.0590 13.167 4902.14 0.00 0.00 0.13 0.1314 13.333 4902.14 0.00 0.00 0.25 0.1466 13.500 4902.14 0.00 0.00 0.09 0.0940 13.667 4902.14 0.00 0.00 0.01 0.0050 13.833 4902.13 0.00 0.00 -0.07 -0.0653 13.000 4902.13 0.00 0.00 -0.10 -0.0955 14.167 4902.13 0.00 0.00 -0.09 -0.0924 14.333 4902.13 0.00 0.00 -0.06 -0.0628 14.500 4902.13 0.00 0.00 0.00 -0.0010 14.667 4902.13 0.00 0.00 0.07 0.0670 14.833 4902.13 0.00 0.00 0.11 0.1147 14.000 4902.13 0.00 0.00 0.13 0.1277 15.167 4902.13 0.00 0.00 0.09 0.0945 15.333 4902.13 0.00 0.00 0.02 0.0243 15.500 4902.13 0.00 0.00 -0.05 -0.0470 15.667 4902.13 0.00 0.00 -0.08 -0.0764 15.833 4902.13 0.00 0.00 -0.05 -0.0497 15.000 490L13 0.00 0.00 0.02 0.0195 16.167 4902.13 0.00 0.00 0.09 0.0879 16.333 4902.13 0.00 0.00 0.10 0.1036 16.500 4902.13 0.00 0.00 0.28 0.2806 16.667 4902.12 0.00 0.00 0.02 0.0236 16.833 4902.12 0.00 0.00 0.03 0.0252 16.000 4902.12 0.00 0.00 0.03 0.0260 17.167 4902.12 0.00 0.00 0.03 0.0271 17.333 4902.12 0.00 0.00 0.03 0.0274 17.500 4902.12 0.00 0.00 0.03 0. 0279 17.667 4902.12 0.00 0.00 0.03 0.0283 17.833 4902.12 0.00 0.00 0.03 0.0289 17.000 4902.12 0.00 0.00 0.03 0.0295 Maximum 4910.265 3.60 84.58 104.80 I I t 1 I 1 11 r 1,9-0 m 11 i q� 1 Dam Pond Staae-Volume Relationship Weir 17 Characteristics Stage (ft Surface Inc Volume Acc Volume Crest E1 4891.48 ft MSL MSL) Area (ac) (ac-ft) (ac-ft) Length 52.6 ft 4882.55 0.00001 0 0 Coef. 3.1 4887.99 0.00001 0.000 0.000 4888.00 2.62 0.009 0. 009 4890.00 2.62 5.240 5.249 4895.00 3.41 15.032 20.280 Junction/Co 11 Weir N7 1415 Total nduit: Elevation Volume Time (hr) (ft NSU (ac-ft) Flow (cfs) Flow (cfs) Floe (cfs) 0.167 4882.55 0.00 0.00 0.5699 0.5699 0.333 4882.55 0.00 0.00 0.3442 0.3442 0.500 4882.55 0.00 0.00 0.038188 0.0362 0.667 4882.55 0.00 0.00 -0.1314 -0.1314 0.833 4882.55 0.00 0.00 -0.1283 -0.1263 1.000 4882.55 0.00 0.00 -0.027873 -0.0279 1.167 4882.56 0.00 0.00 0. 059476 0.0595 1.333 4888,02 0.06 0.00 6.024 6.0240 1.500 4888.17 0.45 0.00 6.974 6.9740 1.667 4BBB.57 1.50 0.00 8.949 8.9490 1.833 4888.96 2.58 0.00 10.98 10,9800 1.000 4889.31 3.44 0.00 12.35 12.3500 2.167 4889.59 4.17 0.00 13.53 13.5300 2.333 4890.01 5.28 0.00 15.07 15.0700 2.500 4890.59 7.02 0.00 16.66 16.6600 2.667 4891.1 8.56 0.00 18.39 18.3900 2.833 4891.49 9.73 0.16 19.6 19.7631 2.000 4891.8 10.66 29.52 20.51 50.0270 3.167 4892 11.26 61.14 21.1 82.2438 3.333 4892.13 11.65 85.45 21.46 106.9111 3.500 4892.19 11.83 97.55 21.64 119.1917 3.667 4892.21 11.89 101.70 21.68 123.3825 <-- Maximum 3.833 4892.2 11.86 99.62 21.66 121.2799 3.000 4892.18 11.80 95.50 21.61 117.1080 4.167 4892.16 11.74 91.43 21.55 112.9247 4.333 4892.14 11.68 87.43 21.49 108.8706 4.500 4892.12 11.62 83.49 21.44 104.8767 4.667 4892.1 11.56 79.60 21.39 100.9640 4.833. 4892.09 11.53 77.69 21.36 99.0059 4.000 4892.07 11.47 73.90 21.32 95.1868 5.167 4892.06 11.44 72.03 21.29 93.2760 5.333 4892.05 11.41 70.17 21.25 91.3813 5.500 4892.03 11.35 66.51 21.21 87.6907 5.667 4892.02 11.32 64.71 21.18 85.8450 5.833 4892.01 11.29 62.92 21.14 84.0160 5.000 4891.99 11.23 59.39 21.1 80.4485 6.167 4891.98 11.20 57.65 21.06 78.6504 6.333 4891.96 11.14 54.23 21 75.1662 6.500 4891.94 11.08 50.87 20.94 71.7426 6.667 4891.91 10.99 45.98 20.87 66.7780 6.833 4891.89 10.93 42.81 20.8 63.5278 6.000 4891.86 10.84 38.20 20.72 58.8464 7.167 4891.83 10.75 33.76 20.65 54.3437 7.333 4891.81 10.69 30.91 20.58 51.4314 7.500 4891.79 10.63 28.14 20.52 48.6143 7.667 4891.77 10.57 25.47 20.47 45.8750 7.833 4891.75 10.51 22.88 20.41 43.2467 7.000 4891.73 10.45 20.38 20.37 40.7025 8.167 4891.72 10.42 19.17 20.32 39.4419 8.333 4891.7 10.36 16.83 20.27 37.0560 8.500 4891.69 10.33 15.69 20.23 35.8919 8.667 4891.68 10.30 14.58 20.2 34.7545 8.833 4891.67 10.27 13.50 20. 17 33.6545 8.000 4891.66 10.24 12.45 20.15 32.5925 9.167 4891.66 10.24 12.45 20.14 32.5825 9.333 4891.65 10.21 11.43 20.13 31.5493 I 0 11 11 1 t 195 I t 1 LJI 1 1] [1 Junction/Co 11 Weir #7 1415 Total nduit: Elevation Volume Time (hr) (it MSL) (ac-ft) Flow (cfs) Flow (cfs) Flow (cfs) 9.500 4891.65 10.21 11.43 20.12 31.5493 9.667 4891.65 10.21 11.43 20.12 31.5393 9.833 4891.65 10.21 11.43 20.11 31.5393 9.000 4891.65 10.21 11.43 20.11 31.5293 10.167 4891.65 10.21 11.43 20.1 31,5293 10.333 4891.64 10.18 10.44 20.1 30.5358 10.500 4891.64 ]0.18 10.44 20.1 30.5358 10.667 4891.64 10.18 10.44 20.1 30,5258 10.833 4891.64 10.18 10.44 20.09 30.5258 10.000 4891.04 10.18 10.44 20.09 30.5258 11.167 4891.64 10.18 10.44 20.09 30.5158 11.333 4891.64 10.18 10.44 20.08 30.5158 11.500 4891.64 10.18 10.44 20.08 30.5158 11.667 4891.64 10.18 10.44 20.08 30.5158 11.833 4891.64 10.18 10.44 20.08 30.5058 11.000 4891.63 10.15 9.47 20.07 29.5429 12.167 4891.63 10.15 9.47 20-07 29.5429 12.333 4891.63 10.15 9.47 20.07 29.5329 12.500 4891.63 10.15 9.47 20.06 29.5329 12.667 4891.63 10.15 9.47 20.06 29.5329 12.833 4891.63 10.15 9.47 20.06 29,5229 12.000 4891,63 10.15 9.47 20.05 29.5229 13.167 4891.63 10.15 9.47 20.05 29.5229 13.333 4891.63 10.15 9.47 20.05 29.5129 13.500 4891.62 10.12 8.54 20.04 28.5816 13.667 4891.62 10.12 9.54 20.04 28.5716 13.833 4891.62 10.12 8.54 20.03 28.5716 13.000 4891.62 10.12 8.54 20.03 28.5716 14.167 4891.62 10.12 8.54 20.03 28.5616 14.333 4891.62 10.12 8.54 20.02 28.5616 14.500 4891.62 10.12 8.54 20.02 28.5516 14.667 4891.61 10.09 7.64 20.01 27.6530 14.833 4891.61 10.09 7.64 20.01 27,6430 14.000 4891.61 10.09 7.64 20 27.6430 15.167 4891.61 10.09 7.64 20 27.6330 15.333 4891.61 10.09 7.64 19.99 27.6330 15.500 4891.6 10.06 6.78 19.99 26.7583 15.667 4891.6 10.06 6.78 19.98 26.7483 15.833 4891.6 10.06 6.78 19.97 26.7483 15.000 4891.6 10.06 6.78 19.97 26.7383 16.167 4891.6 10.06 6.78 19.96 26.7283 16.333 4891.59 10.03 5.95 19.95 25.8889 16.500 4891.59 10.03 5.95 19.94 25.8789 16.667 4891.58 10.00 5.16 19.93 25.0664 16.833 4891.58 10.00 5.16 19.91 25.0564 16.000 489L57 9.97 4.40 19.9 24.2826 17.167 4891.57 9.97 4.40 19.88 24.2726 17.333 4891.56 9.94 3.69 19.87 23.5396 17.500 4891.56 9.94 3.69 19.85 23.5296 17.667 4891.55 9.91 3.02 19.84 22.8399 17.833 4891.55 9.91 3.02 19.82 22.8199 17.000 4891.54 9.88 2.40 19.8 24.0765 Maximum 4892.21 11.89 101.70 21.68 1 1 1 1 1 t °966 Weir Flow (cfs) CE 205 m 0 00 0C) C:) C) 0C) ---------- .. ... ... . . ... .. .. . .... 0 CD C) ---- --- 0 M m -nQ. 0 -n 00 0 CD (D U) . ... . ....... C) C) cn NJ rl%j C) cn 0 cn FCRID Flow (cfs) CE 204 261 199 THE SEAR -BROWN GROUP /Project: ttP Mtk4i 4 - EXTIzCcN Project No.�"/'�%� 1 By: .)r- Checked: Date: 2� JUN 60 Sheet— of� SEAR -BROWN � 11 I i M E�... I! t .it y- IN WIN rh" 3 4 WATERSHED 0 SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 22 JUN 2000: SBG (JJF) FILE: 564014F3.DAT 96 0000 5.0 1 1. 1 25 5.0 0.60 0.96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 0.84 0.60 0.48 0.36 0.36 0.24 0.24 0.24 0.24 0.24 0.24 0.12 0.12 0.00 * * Prepared for: IDC - HP, FORT COLLINS. CO * SWMM proposed developed condition. 100-yr recurrence interval * Updated from Hewlett-Packard Detailed Hydraulic Study (799001EI.DAT) * Updated from Hewlett-Packard Master Drainage Study (282013S1.DAT) * Updated from Symbios Logic Overall Drainage Plan (714001S1.DAT) * Basin parameters compiled from smaller basins used for E%TRAN model * See file 564014A2.DAT for smaller basin details. * Rating curves for Ponds 39, 40. 42 & 74 generated from separate Extran results * A flow split was inserted after CE 203 to model the design outlet to Fossil * Reservoir Creek Inlet Ditch - FCRID (CE 204) and the overflow spillway (CE 205) * * Index of Printed Conveyance Elements * 39 SW detention pond * 40 North detention pond * 74 SE detention pond * 42 Dam detention pond '* 203 Detention pond outlet * 204 Detention pond outlet to Fossil Creek Inlet Ditch * 205 Detention pond emergency overflow weir * 0 ' -2 .016 .25 .1 .3 .51 .5 .0018 1 21 125 9627 66.3 40 .004 1 24 127 2600 10.6 40 .003 * Symbios Logic property 1 23 126 6811 46.9 17.0 .111 1 31 128 7536 51.9 49.7 .008 * Off -site to west of Symbios 1 20 124 7304 50.3 5 .008 * Hewlett-Packard property 1 32 71 4458 30.7 79 .003 1 33 42 2047 14.1 4 .050 1 34 3912211 84.1 68 .005 1 30 72 3340 23.0 62 .007 i D 0 1 36 35 0 1 3.0 900.0 .0037 4.0 4.0 .060 10.00 * CE 71 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 32 1 71 38 0 1 5.0 650.0 .0037 4.0 4.0 .035 10.00 1 35 38 0 1 5.0 1300.0 .0037 4.0 4.0 .035 10.00 * CE 72 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 30 1 72 40 0 1 5.0 950.0 .0043 4.0 4.0 .035 10.00 * CE 38 UPDATED 22 MAY 98 (CGP) SLOPE 0.0046 TO 0.0043 TO MATCH HP BLDG 5 PLANS 1 38 40 0 1 5.0 1900.0 .0043 4.0 4.0 .035 10.00 0 40 43 7 2 .01 0.1 .11 .001 .01 .0 .0 0.90 12.50 1.84 20.31 4.36 26.41 9.14 33.30 9.41 54.15 9.82 111.91 1 43 42 0 5 4.0 650.0 .025 0.0 0.0 .016 4.00 50.0 650.0 .025 50.0 50.0 .035 100.0 0 39 41 9 2 .01 0.1 .11 .001 .01 .0 .0 0.07 15.00 0.85 35.00 1.40 52.50 1.90 77.50 2.83 115.00 3.30 132.50 3.50 155.00 4.00 180.00 ' 1 41 74 0 5 4.7 150.0 .151 0.0 0.0 .011 4,71 50.0 150.0 .025 50.0 50.0 .035 100.00 0 74 75 7 2 .01 0.1 .11 .001 .01 .0 .0 0.07 26.13 0.70 39.53 1.15 47.00 1,15 52.00 3,20 11,11 1,01 61,11 1 75 42 0 5 4.7 150.0 .050 0.0 0.0 .016 4.70 50.0 150.0 .025 50.0 50.0 .035 100.00 0 42 203 7 2 .01 0.1 .11 .001 .01 .0 .0 0.06 6,12 1,17 13,53 1,73 19.60 M WOBSZ64.014\daW\E%T 2K WeWod-SWMM1564014f3.dm 1 of 12 Pmml 5:26 PM, 06rz8100 10.45 40.70 10.99 66.78 11.89 123.38 205 203 204 4 3 .0 .0 18.39 0.00 18.76 0.16 123.38 101.70 1 204 206 0 3 1 205 207 0 3 1 124 212 0 1 0.0 850.0 .008 30.0 30.0 .035 10.00 1 125 213 0 1 2.0 2600.0 .004 30.0 30.0 .016 100.00 1 126 214 0 1 0.0 1600.0 .008 4.0 4.0 .035 10.00 1 127 35 0 1 2.0 1300.0 .006 30.0 30.0 .016 100.00 1 128 215 0 4 0.0 1513. .008 12.0 12.0 .016 0.50 10.0 1513. .008 50.0 50.0 .020 10.00 * THEORETICAL 3-POINT RATING CURVES FOR FUTURE UPSTREAM DETENTION PONDS 213 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.33 24.0 7.0 24.0 214 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.70 30.5 8.0 30.5 215 36 3 2 0.1 100.0 .010 .013 0.1 .0 .0 6.70 17.5 8.0 17.5 * Future off -site detention pond to west of Symbios * THEORETICAL 3-POINT RATING CURVE * 2nd pt changed (0.0.15.8) to (0.1.15.8) to fix nonconvergence 22 MAY 98 (CGP) 212 126 3 2 0.1 100.0 .010 .013 0.1 .0 .0 0.1 15.8 10.0 15.8 0 7 1 39 40 74 42 203 204 205 ENDPROGRAM M.WBS1564-014baW1 TRAN2K McMAod-SWMM1564014f3.dac 2o112 Pnnled: 5:26PM,06RWO I THE SEAR -BROWN GROUP ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA iWATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) ' UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS ' MISSOURI RIVER DIVISION. CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) TAPE OR DISK ASSIGNMENTS ' JIN(I) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JINGO) 2 1 0 0 0 0 0 0 0 0 JOUT(ll JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 WATERSHED PROGRAM CALLED 1 *** ENTRY MADE TO RUNOFF MODEL *** ' M:VOBSl64-014WaW\EXTRAN2K\MWeiWo4-SWMM164014M,doc 3of 12 Pftted 5:26PM,0628100 l((�SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 22 JUN 2000: SSG (JJF) FILE: 564014F3.DAT NUMBER OF TIME STEPS 96 INTEGRATION TIME INTERVAL (MINUTES) 5.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 25 RAINFALL STEPS. THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .24 .12 .12 .00 M:VOBSl5 -014\dal.\E RAN2MModeeMod-SWMM\56401413.doc 4of 12 Punted: 5:26 PM, 0628/00 1 THE SEAR -BROWN GROUP SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 22 JUN 2000: SBG (JJF) FILE: 564014F3.DAT SUBAREA GUTTER WIDTH AREA NUMBER OR MANHOLE (FT) (Al) -2 0 .0 .0 21 125 9627.0 66.3 24 127 2600.0 10.6 23 126 6810.0 46.9 31 128 7536.0 51.9 ' 20 124 7304.0 50.3 32 71 4458.0 30.7 33 42 2047.0 14.1 ' 34 39 12211.0 84.1 30 72 3340.0 23.0 TOTAL NUMBER OF SUBCATCHMENTS, TOTAL TRIBUTARY AREA (ACRES). I I I I 1 PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO .0 .0300 .016 .250 .100 .300 .51 .50 .00180 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 1 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 17.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 49.7 .0080 .016 .250 .100 .300 .51 .50 .00180 1 5.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 79.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 4.0 .0500 .016 .250 .100 .300 .51 .50 .00180 1 68.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 62.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 9 377.90 ' M:UOBSU'64-0141da1a\EXTRAN2K WeIWW-SWMMZ6401419.Eo 50112 Pmtl : 5:26 PM, 06/20/00 THE SEAR -BROWN GROUP ' q� SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED to REVISED 22 JUN 2000: SBG (JJF) FILE: 564014F3.DAT *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 377.900 TOTAL RAINFALL (INCHES) 2.890 ' TOTAL INFILTRATION (INCHES) .530 TOTAL WATERSHED OUTFLOW (INCHES) 2.171 , TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .189 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 1 I I 111 1 I LJ M:UOBSSl6 14WataNEORAN2KtMWelVW-SWMM\64014M.dm 6of 12 Ponted: 5:26 PM. 06126ro0 1 SWMM BASIN UPDATE (FOR MEADOWS BASIN H) 100-YR DEVELOPED REVISED 22 JUN 2000: SBG (JJF) FILE: 564014F3.DAT WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 36 35 0 1 CHANNEL 3.0 900. .0037 4.0 4.0 .060 10.00 1 71 38 0 1 CHANNEL 5.0 650. .0037 4.0 4.0 .035 10.00 1 35 38 0 1 CHANNEL 5.0 1300. .0037 4.0 4.0 .035 10.00 1 ' 72 40 0 I CHANNEL 5.0 950. .0043 4.0 4.0 .035 10.00 1 38 40 0 1 CHANNEL 5.0 1900. .0043 4.0 4.0 .035 10.00 1 40 43 7 2 PIPE .0 0. .1100 .0 .0 .001 .01 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .9 12.5 1.8 20.3 4.4 26.4 9.1 33.3 9.4 54.1 9.8 111.9 43 42 0 5 PIPE 4.0 650. .0250 .0 .0 .016 4.00 1 OVERFLOW 50.0 650. .0250 50.0 50.0 .035 100.00 39 41 9 2 PIPE .0 0. .1100 .0 .0 .001 .01 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 15.0 .8 35.0 1.4 52.5 1.9 77.5 2.8 115.0 3.3 132.5 3.5 155.0 4.0 180.0 ' 41 74 0 5 PIPE 4.7 150. .0500 .0 .0 .016 4.70 1 OVERFLOW 50.0 150. .0500 50.0 50.0 .035 100.00 74 75 7 2 PIPE .0 0. .1100 .0 .0 .001 .01 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .1 26.1 .7 39.5 1.1 47.0 1.6 52.0 3.2 59.5 7.0 66.0 75 42 0 5 PIPE 4.7 150. .0500 .0 .0 .016 4.70 1 42 203 7 2 OVERFLOW 50.0 150. PIPE .0 0. .0500 .1100 50.0 .0 50.0 .0 .035 .001 100.00 .01 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 6.0 4.2 13.5 9.7 19.6 10.4 40.7 11.0 66.8 203 204 11.9 4 123.4 3 .0 0. .0010 .0 .0 .001 10.00 205 DIVERSION TO GUTTER NUMBER 205 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 18.4 .0 18.8 .2 123.4 101.7 204 206 0 3 .0 0. .0010 .0 .0 .001 10.00 1 205 207 0 3 .0 0. .0010 .0 .0 .001 10.00 1 124 212 0 1 CHANNEL .0 850. .0080 30.0 30.0 .035 10.00 1 125 213 0 1 CHANNEL 2.0 2600. .0040 30.0 30.0 .016 100.00 1 126 214 0 1 CHANNEL .0 1600. .0080 4.0 4.0 .035 10.00 1 127 35 0 1 CHANNEL 2.0 1300. .0060 30.0 30.0 .016 100.00 1 128 215 0 4 CHANNEL .0 1513. .0080 12.0 12.0 .016 .50 1 OVERFLOW 10.0 1513. .0080 50.0 50.0 .020 10.00 213 35 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.3 24.0 7.0 24.0 214 35 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.7 30.5 8.0 30.5 215 36 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 6.7 17.5 8.0 17.5 212 126 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 15.8 10.0 15.8 TOTAL NUMBER OF GUTTERS/PIPES. 24 ' M:VOBS1564-014MaWA\ TR N2K DdeiWA -SWMMS64014f3.dm - 7of 12 PnMed: 5:26 PM. OWWOO THE SEAR -BROWN GROUP ' SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 22 JUN 2000: SBG (JJF) FILE: 564014F3.DAT ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 35 36 127 213 214 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 226.0 36 215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51.9 38 71 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 256.7 39 0 0 0 0 0 0 0 0 0 0 34 0 0 0 0 0 0 0 0 0 84.1 , 40 72 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 279.7 41 39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 84.1 42 43 75 0 0 0 0 0 0 0 0 33 0 0 0 0 0 0 0 0 0 377.9 43 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 279.7 , 71 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 30.7 72 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 23.0 74 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 84.1 75 74 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 84.1 ' 124 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 50.3 125 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 D 0 0 66.3 126 212 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 97.2 127 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0 10.6 ' 128 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 51.9 212 124 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.3 213 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66.3 214 126 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 97.2 215 128 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51.9 ' I I I I I [1 M:WOBSU`64-014WaW'ERTRAN2K McIWM.SWMM156401413.doo 8of 12 NMe0: 5:26 PM, 0612WOO ' THE$EAR-BROWN GROUP SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED �q d REVISED 22 JUN 2000: SBG (JJF) FILE: 564014F3.DAT G" O HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 7 CONVEYANCE ELEMENTS rTHE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. ' (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 39 40 42 74 203 204 205 0 5. .02 .00 .00 .01 .00 .00 .00 .00(S) .00( ) .00(S) ,00(S) .000) .00( ) .00( ) ' 0 10. .15 .00 .02 .07 .02 .02 .00 .00(S) .00( ) .00(S) .00(S) .00(D) .00( ) .00( ) 0 15. 15.07 .07 2.34 7.85 2.34 2.34 .00 .07(S) .01(S) .026) .02(S) .00(D) .00( ) .00( ) 0 20. 21.77 .58 6.08 19.45 6.08 6.08 .00 .33(S) .04(S) .09(5) .05(S) .00(D) .00( ) .00( ) 0 25. 36.24 2.28 6.32 26.58 6.32 6.32 .00 ' .89(S) .16(S) .23(S) .09(S) .00(D) .00( ) .00( ) ' 0 30. 80.95 6.71 6.75 30.81 6.75 6.75 .00 1.99(S) .48(S) .46(S) .29(S) .00(D) .00( ) .00( ) 0 35. 184.81 15.54 7.64 43.47 7.64 7.64 .00 0 40. 4.10(S) 1.27(S) 263.61 22.19 .95(S) 8.96 .94(S) 54.35 .00(D) 8.96 8.96 .00( ) .00( ) .00 5.67(S) 2.62(S) 1.67(S) 2.14(S) .00(D) .00( ) .00( ) 0 45. 264.68 25.90 10.38 60.12 10.38 10.38 .00 S.69(S) 4.15(S) 2.44(S) 3.56(S) .00(D) .00( ) .00( ) ' 0 50. 242.41 28.05 11.77 62.39 11.77 11.77 .00 5.25(S) 5.50(S) 3.21(S) 4.89(S) .00(D) .00( ) .00( ) 0 55. 213.50 29.69 13.11 64.33 13.11 13.11 .00 4.676) 6.63(S) 3.94(S) 6.02(S) .00(D) .00( ) .00( ) 1 0. 183.36 31.07 14.05 65.91 14.05 14.05 .00 4.07(S) 7.60(S) 4.65(S) 6.95(S) .0O(D) .00( ) .00( ) ' 1 5. 153.48 32.26 14.80 67.11 14.80 14.80 .00 3.49(S) 8.42(S) 5.34(S) 7.65(S) .00(D) .00( ) .00( ) 1 10. 120.85 33.29 15.54 67.94 15.54 15.54 .00 ' 2.99(S) 9.13(S) 6.01(S) 8.13(S) .0O(D) .00( ) .00( ) 1 15. 104.19 80.77 16.39 68.47 16.39 16.39 .00 2.56(S) 9.60(S) 6.79(S) 8.44(S) .00(D) .00( ) .00( ) 1 20. 88.89 103.39 17.50 68.80 17.50 17.50 .00 2.18(S) 9.76(S) 7.81(S) 8.64(S) .00(D) .00( ) .00( ) 1 25. 75.22 106.55 18.72 68.96 18.72 18.58 .14 1.85(S) 9.78(S) 8.92(S) 8.73(S) .14(D) .00( ) .00( ) 1 30. 61.52 103.93 27.52 68.95 27.52 18.86 8.66 1.58(S) 9.76(S) 10.00(S) 8.736) 8.66(D) .00( ) .00( ) 1 35. 51.35 100.08 62.49 68.81 62.49 19.89 42.61 1.36(S) 9.74(S) 10.90(S) 8.64(S) 42.61(D) .00( ) .00( ) 1 40. 45.68 96.49 100.03 68.57 100.03 20.99 79.03 1.19(S) 9.71(S) 11.52(S) 8.50(S) 79.03(0) .00( ) .00( ) 1 45. 40.80 93.55 123.88 68.28 123.88 21.69 102.19 1.03(S) 9.69(S) 11.90(S) 8.33(S) 102.19(D) .00( ) .00( ) ' 1 50, 36,65 91.27 .90(S) 9.67(S) 137.98 12.12(S) 67.93 8.13(S) 137.98 115.87(D) 22.11 .00( ) 115.87 .00( ) 1 55. 33.25 89.43 146.07 67.55 146.07 22.35 123.72 .78(S) 9.66(S) 12.25(S) . 7.90(S) 123.72(D) .00( ) .00( ) 2 0, 30.24 87.74 110,37 67.13 150.37 22.41 127.89 .66(S) 9.65(S) 12.32(S) 7.66(S) 127.89(D) .00( ) .00( ) 2 5. 27.23 86.02 152.29 66.68 152.29 22.53 129.76 .55(S) 9.64(S) 12.35(S) 7.40(S) 129.76(D) .00( ) .00( ) 2 10. 24.21 84.18 152.63 66.20 152.63 22.54 130.09 . 43(S) 9.62(S) 12.36(S) 7.12(S) 130.09(D) .00( ) .00( ) 2 15. 21.37 82.28 151.95 65.69 151.95 22.52 129.43 .32(S) 9.61(S) 12.34(S) 6.82(S) 129.43(D) .00( ) .00( ) 2 20. 18.78 80.46 150.60 65.16 150.60 22.48 128.12 ' M:VOBS4564-014�aW�XTR N2MModeOMod-SWMM1564014f3 dW 9 of 12 P in1e4: 5:26 PM, 062WOO THE SEAR -BROWN GROUP 9.60(S) 12.32(S) 6.51(S) 128.12(D) .00( ) .00( ) ' Zo9 2 25. .22(S) 16.44 78.81 148.86 64.61 148.86 22.43 126.43 . 13(S) 9.59(S) 12.30(S) 6.18(S) 126.43(D) .00( ) .00( ) 2 30. 11.70 77.37 146.94 64.01 146.94 22.37 124.56 . 05(S) 9.57(S) 12.26(S) 5.84(S) 124.56(D) .00( ) .00( ) - 2 35. 4.40 76.13 144.96 63.36 144.96 22.32 122.64 .02(S) 9.57(S) 12.23(S) 5.46(S) 122.64(0) .00( ) .00( ) 2 40. 2.92 75.07 142.99 62.66 142.99 22.26 120.73 ' .01(S) 9.56(S) 12.20(S) 5.05(S) 120.73(D) .00( ) .00( ) 2 45. 2.38 74.15 141.09 61.96 141.09 22.20 118.89 .01(S) 9.55(S) 12.17(S) 4.64(S) 118.89(D) .00( ) .00( ) 2 50. 2.04 73.34 139.28 61.26 139.28 22.15 117.13 .01(S) 9.55(S) 12 14(S) 4.23(S) 117, 130) .00( ) .00( ) 2 55. 1.78 72.61 137.56 60.57 137.56 22.10 115.47 3 0. .01(S) 1.55 9.54(S) 71.92 12.12(S) 135.94 3.82(S) 59.88 115.47(D) 135.94 22.05 .00( ) 113.89 .00( ) . 01(S) 9.54(S) 12.09(S) 3.42(S) 113.89(0) .00( ) .00( ) 3 5. 1.36 71.24 134.29 58.64 134.29 22.00 112.29 . 01(S) 9.53(S) 12.06(S) 3.02(S) 112.29(0) .00( ) .00( ) 3 10, 1.20 70.57 132.42 56.76 132.42 21. 95 110.48 ' . 01(S) 9.53(S) 12.03(S) 2.63(S) 110.48(0) .00( ) AN ) 3 15. 1.06 69.90 130.31 54.94 130.31 21.88 108.42 .00(S) 9.52(S) 12.00(S) 2.26(S) 108.42(D) .00( ) .00( ) 3 20. .94 69.22 128.05 53.17 128.05 21.82 106.24 . 00(S) 9.52(S) 11.96(S) 1.89(S) 106. 24(D) .00( ) .00( ) ' 3 25. .83 68.56 125.64 50.90 125.64 21.75 103.89 . 00(S) 9.51(S) 11.93(S) 1.54(S) 103.89(D) .00( ) .00( ) 3 30, .73 67.90 122.85 47.56 122.85 21.66 101.18 . 00(S) 9.51(S) 11.88(S) 1.21(S) 101.18(0) .00( ) .00( ) ' 3 35. .65 67.26 119.39 42.84 119.39 21.56 97.83 .00(S) 9.50(S) 11.83(S) .90(S) 97.83(D) .00( ) .00( ) 3 40. .57 66.63 115.21 37.95 115.21 21.44 93.78 .00(S) 9.50(S) 11.76(S) .63(S) 93.78(D) .00( ) AX ) 3 45. .51 66.01 110.52 32.84 110. 52 21.30 89.22 .00(S) 9.49(S) 11.69(S) .39(S) 89.22(D) .00( ) .00( ) 3 50, .45 65.40 105.57 28.42 105.57 21.16 84.42 .00(S) 9.49(S) 11.61(S) .18(S) 84.42(D) .00( ) .00( ) 3 55. .39 64.79 98.83 13.54 98.83 20.96 77.88 . 00(S) 9.49(S) 11.50(S) .04(S) 77.88(0) .00( ) .00( ) 4 0. .35 64.12 89.30 .21 89.30 20.68 68.63 . 00(S) 9.48(S) 11.35(S) .00(S) 68.63(D) .00( ) .00( ) 4 S. .30 63.35 80.37 .34 80.37 20.41 59.96 . 00(S) 9.48(S) 11.21(S) .00(S) 59.96(D) .00( ) .00( ) 4 10. .26 62.46 74.30 .28 74.30 20.24 54.06 . 00(S) 9.47(S) 11.11(S) .00(S) 54.06(D) .00( ) .00( ) ' 4 15. .23 61.48 70.07 .25 70.07 20.11 49.96 . 00(S) 9.46(S) 11.04(S) .00(S) 49.96(0) .00( ) .00( ) 4 20. 60.44 66.95 .21 66.95 20.02 46.94 .20 . 00(S) 9.45(S) 10.99(S) .00(S) 46.94(D) .00( ) .00( ) ' 4 25. .17 59.39 65.02 .19 65.02 19.96 45.05 . 00(S) 9.45(S) 10.95(S) .00(S) 45.05(D) .00( ) .00( ) 4 30. .15 58.32 63.35 .16 63.35 19.91 43.43 . 00(S) 9.44(S) 10.92(S) .00(S) 4143(D) .00( ) .00( ) ' 4 35. .13 57.27 61.85 .14 61.85 19.87 41.98 .00(S) 9.43(S) 10.89(S) .00(S) 41.98(D) .00( ) .00( ) 4 40. .11 56.23 60.47 .12 60.47 19.83 40. 64 . 00(S) 9.42(S) 10.86(S) .00(S) 40.64(D) .00( ) .00( ) 4 45, .10 55.21 59.18 .10 59.18 19.79 39.39 . 00(S) 9.42(S) 10.83(S) .00(S) 39.39(D) .00( ) .00( ) 4 50. .08 54.22 57.97 .09 57.97 19.75 38.22 . 00(S) 9.41(S) 10.81(S) .00(S) 38.22(D) .00( ) .00( ) 4 55. .08 53.57 56.86 .08 56.86 19.72 37.14 ' . 00(S) 9.40(S) 10.78(S) .00(S) 37. 14(D) .00( ) .00( ) 5 0. .07 52.82 55.86 .07 55.86 19.69 36.17 .00(S) 9.39(S) 10.76(S) .00(S) 36. 17(D) .00( ) .00( ) 5 5. .07 52.00 54.93 .07 54.93 19.66 35.26 ' .00(S) 9.38(S) 10.74(S) .00(S) 35. 26(D) .00( ) .00( ) 5 10. .06 51.15 54.02 .06 54.02 19.64 34.38 .00(S) 9.37(S) 10.73(S) .00(S) 34.38(D) .00( ) .00( ) 5 15. .06 50.29 53.13 .06 53.13 19.61 33.52 .00(5) 9.36(S) 10.71(S) .00(S) 33. 52(D) .00( ) .00( ) 5 20. .06 49.44 52.24 .06 52.24 19.59 32.66 . 00(S) 9.35(S) 10.69(S) .00(S) 32.66(D) .00( ) .00( ) , M:UOBSl5 014kdais\E%TRAN2K McNMob-SWMM\6 D1413Eoc Wof 12 PnnIe0: 5:26 PM, 062W00 [J I 1) 1 L' i 11 I 5 25. .05 48.59 51.37 .05 51.37 19.56 31.81 . 00(S) 9.34(S) 10.67(S) .00(S) 31.81(D) .00( ) .00( ) 5 30. .06 47.76 50.50 .05 50.50 19.53 30.97 .00(S) 9.33(S) 10.65(S) .00(S) 30.97(D) .00( ) .00( ) 5 35. .05 46.95 49.65 .05 49.65 19.51 30.14 .00(S) 9.32(S) 10.64(S) .00(S) 30. 14(D) .00( ) .00( ) 5 40. .05 46.16 48.81 .05 48.81 19.48 29.33 .00(S) 9.31(S) 10.62(S) .00(S) 29. 33(D) .00( ) .00( ) 5 45. .04 45.38 47.99 .04 47.99 19.46 28.53 .00(S) 9.30(S) 10.60(S) .00(S) 28.53(D) .00( ) .00( ) 5 50. .04 44.63 47.18 .04 47.18 19.44 27.74 . 00(S) 9.29(S) 10.58(S) .00(S) 27.74(D) .00( ) .00( ) 5 55. .04 43.89 46.38 .04 46.38 19.41 26.97 .00(S) 9.28(S) 10.57(S) .00(S) 26.97(D) .00( ) .00( ) 6 0. .04 43.17 45.61 .04 45.61 19.39 26.22 .00(S) 9.27(S) 10.55(S) .00(S) 26.22(D) .00( ) .00( ) 6 5. .04 42.47 44.85 .04 44.85 19.37 26.48 .00(S) 9.26(S) 10.54(S) .00(S) 25.48(D) .00( ) .00( ) 6 10. .03 41.77 44.11 .03 44.11 19.35 24.76 . 00(S) 9.25(S) 10.52(S) .00(S) 24.76(D) .00( ) .00( ) 6 15. .03 41.06 43. 38 .03 43.38 19.32 24.05 .00(S) 9.24(S) 10.51(S) .00(S) 24.05(D) .00( ) .00( ) 6 20. .03 40.32 42.65 .03 42.65 19.30 23.34 . 00(S) 9.23(S) 10.49(S) .00(S) 23.34(D) .00( ) .00( ) 6 25. .03 39.55 41.91 .03 41.91 19.28 22.63 . 00(S) 9.22(S) 10.48(S) .00(S) 22.63(D) .00( ) .00( ) 6 30. .03 38.73 41.16 .03 41.16 19.26 21.90 .00(S) 9.21(S) 10.46(S) .00(S) 21.90(D) .00( ) .00( ) 6 35. .03 37.87 40. 50 .03 40.50 19.24 21.26 . 00(S) 9.20(S) 10.44(S) .00(S) 21.26(D) .00( ) .00( ) 6 40. .03 36.97 39. 96 .03 39.96 19.22 20.74 . 00(S) 9.19(S) 10.42(S) .00(S) 20.74(0) .00( ) .00( ) 6 45. .03 36.06 39.36 .03 39.36 19.21 20.15 .00(S) 9.18(S) 10.40(S) .00(S) 20.15(0) .00( ) .00( ) 6 50. .02 35.13 38.69 .02 38.69 19.19 19.51 . 00(S) 9.16(S) 10.38(S) .00(S) 19. 51(D) .00( ) .00( ) 6 55. .02 34.20 37. 98 .02 37.98 19.17 18.82 .00(S) 9.15(S) 10.36(S) .00(S) 18.82(D) .00( ) .00( ) 7 0. .02 33.30 37.24 .02 37.24 19.14 18.09 . 00(S) 9.14(S) 10.33(S) .00(S) 18.09(0) .00( ) .00( ) 7 5. .02 33.28 36.52 .02 36.52 19.12 17.40 .00(S) 9.12(S) 10.31(S) .00(S) 17.40(D) .00( ) .00( ) 7 10. .02 33.25 35.93 .02 35.93 19.11 16.82 .00(5) 9.10(S) 10.29(S) .00(S) 16.82(D) .00( ) .00( ) 7 15. .02 33.21 35.44 .02 35.44 19.09 16.35 .00(S) 9.08(S) 10.27(S) .00(S) 16.35(D) .00( ) .00( ) 7 20. .02 33.16 35.03 .02 35.03 19.08 15.95 .00(S) 9.04(S) 10.26(S) .00(S) 15.95(D) .00( ) .00( ) 7 25. .02 33.11 34.69 .02 34.69 19.07 15.62 .00(S) 9.01(S) 10.24(S) .00(S) 15.62(D) .00( ) .00( ) 7 30. .02 33.05 34.40 .02 34.40 19.06 15.34 .00(S) 8.96(S) 10.23(S) .00(S) 15.34(D) .00( ) .00( ) 7 35. .02 32.98 34.15 .02 34.15 19.05 15.10 .00(S) 8.92(S) 10.23(S) .00(S) 15.10(D) .00( ) .00( ) 7 40. .02 32.90 33.93 .02 33.93 19.05 14.89 .00(S) 8.87(S) 10.22(S) .00(S) 14.89(0) .00( ) .00( ) 7 45. .02 32.82 33.74 .02 33.74 19.04 14.70 .00(S) 8.81(S) 10.21(S) .00(S) 14.70(D) .00( ) .00( ) 7 50. .02 32.74 33.57 .02 33.57 19.04 14.54 . 00(S) 8.75(S) 10.21(S) .00(S) 14.54(D) .00( ) .00( ) 7 55. .02 32.64 33.42 .02 33.42 19.03 14.38 .00(S) 8. 68(S) 10.20(S) .00(S) 14.38(D) .00( ) .00( ) 8 0. .01 32.54 33.27 .02 33.27 19.03 14.24 .00(S) 8.61(S) 10.20(S) .00(S) 14.24(D) .00( ) .00( ) THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 39 40 41 42 43 74 75 212 213 214 215 210 ' M:UOBSl64-014WatakE TR N2K ModeMAotl SWMMUr 01016m 11 o112 Printed: 5:26 PK O6RB THE SEAR -BROWN GROUP 1 SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED Z�l REVISED 22 JUN 2000: SBG (JJF) FILE: 564014F3.DAT *** PEAK FLOWS. STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 35 75.2 2.0 1 20. 36 17.5 1.5 2 20. 38 162.0 2.7 0 45. 39 264.7 .0 5.7 0 45. 40 106.5 .0 9.8 1 25, 41 264.3 2.8 0 45. 42 152.6 .0 12.4 2 10. 43 105.5 2.2 1 30. 71 178.2 2.9 0 40. 72 116.1 2.3 0 40. 74 69.0 .0 8.7 1 25. 75 69.1 1.3 1 30. 124 89.8 1.1 0 45. 125 183.5 1.2 0 40. 126 120.2 2.6 0 40. 127 38.0 .6 0 40. 128 221.7 1.2 0 40. 203 152.6 (DIRECT FLOW) 2 10. 204 22.5 (DIRECT FLOW) 2 10. 205 130.1 (DIRECT FLOW) 2 10. 206 22.5 (DIRECT FLOW) 2 10. 207 130.1 (DIRECT FLOW) 2 10. 212 15.8 .1 4.0 2 0. 213 24.0 .1 7.8 1 55. 214 29.4 .1 5.5 2 D. 215 17.5 .1 7.5 1 40. ENDPROGRAM PROGRAM CALLED J I I I I [1 1 I i LJI J M:UOBS1 U-014WaWEXTRAN2M odelWod-SWMM1564014f3.dm 12 of 12 Pmted: 5:26 PM, O6 Wo0 , I I I 11 I r, 11 t I I 1 a) E L O O N O O N O 0 C. O O C a) c M M cu N M O O in O _ 0 Q co Cl) O N O Y C N E N V N E (D L O N L F-Iz a) m f6 co Ih Ih O L U N O h O U) Y 3 m — ) L COv O a O O N O 10 cc G a) 6 O It Cl) r d' CO C �: Z O C Y (0 E (MO _ L N N M a) N N O Cl)co OR w 0 �0CU 0) M 6 Y 3 O NnOOrnao "t LO 000)r (o U "- V NO 0 co(O(OM O N a) O U M� O co O(D N O N U O V O O O\ r 4 cu Xk <0 NATO YO a) � OXk X c F a) L> N > L a) �F N > W O U U � O Qa> OM n X Z W c O _0 C 6 o C Q. a d d o U O co M Z 0 O 0 (o O C c y r a m m O 'LO T L 7 a 0 L 0 O L a N O Q Cc (0 Cl) U E z X W 1 Z1Z 2t3 EXTRAN OUTPUT SYNTHETIC POND RATING CURVE DEVELOPMENT THE SEAR -BROWN GROUP Project: Jib Project No. 7`19ao1�/ By: C� JJF J Checked: — Date: 1°�6�9s — ����� Sheetof M a� 0 � o O3 U� r„w .x U aoi x �U 0 3 xw t: cn Qw SEAR -BROWN w SWMM BASINS Scale: 1 "=300' COLORADO HIGHWAY 68 (HARMONY ROAD) 777 21S THE SEAR -BROWN GROUP 2 1 1 2 3 4 WATERSHED 0 ' SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 26 JUN 2000: SBG (JJF) FILE: 564014F2.DAT 96 0000 5.0 1 1. 1 25 5.0 1,11 0.96 1.44 1,68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 0.84 0.60 0.48 0.36 0.36 0.24 0.24 0.24 0,24 0.24 0.24 0.12 0.12 0.00 * * Prepared for: IDC - HP. FORT COLLINS, CO * SWMM proposed developed condition, 100-yr recurrence interval * Updated from Hewlett-Packard Detailed Hydraulic Study (799001E1.DAT) * Updated from Hewlett-Packard Master Drainage Study (282013S1.DAT) * Updated from Symbios Logic Overall Drainage Plan (714001S1.DAT) '* Basin parameters compiled from smaller basins used for EXTRAN model. * See file 564014A2.OAT for smaller basin details. * Rating curve for Pond 42 generated from separate Extran results * Previous ponds and conveyance elements at east end of HP site have * been eliminated or converted to direct routing nodes and routed through * node 421 so that there is only one inflow into CE 42 (Dam Pond). * This will then be compared to the total outflow from the Dam Pond * generated by E%TRAN 564014x2.dat to create a single pond rating curve * that simulates the four linked detention ponds. * Index of Printed Conveyance Elements: * 421 Direct routing node immediately u/s of synthetic pond 42 * -2 .016 .25 .1 .3 .51 .5 .0018 1 21 125 9627 66.3 40 .004 1 24 127 2600 10.6 40 .003 * Symbios Logic property 1 23. 126 6810 46.9 17.0 .008 ' 1 31 128 7536 51.9 49.7 .008 * Off -site to west of Symbios 1 20 124 7304 50.3 5 .008 * Hewlett-Packard property 1 32 71 4458 30.7 79 .003 1 33 421 2047 14.1 4 .050 1 34 42112211 84.1 68 .005 1 30 72 3340 23.0 62 .007 ' 0 0 1 36 35 0 1 3.0 900.0 .0037 4.0 4.0 .060 10.00 * CE 71 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 32 1 71 38 0 1 5.0 650.0 .0037 4.0 4.0 .035 10.00 '1 35 38 0 1 5.0 1300.0 .0037 4.0 4.0 .035 10.00 * CE 72 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 30 1 72 40 0 1 5.0 950.0 .0043 4.0 4.0 .035 10.00 * CE 38 UPDATED 22 MAY 98 (CGP) SLOPE 0.0046 TO 0.0043 TO MATCH HP BLDG 5 PLANS ' 1 38 40 0 1 5.0 1900.0 .0043 4.0 4.0 .035 10.00 * CE 40, changed to direct routing 23 JUN 00 (JJF) 0 40 421 0 3 1 421 42 0 3 ' 1 124 212 0 1 0.0 850.0 .008 30.0 30.0 .035 10.00 1 125 213 0 1 2.0 2600.0 .004 30.0 30.0 .016 100.00 1 126 214 0 1 0.0 1600.0 .008 4.0 4.0 .035 10.00 1 127 35 0 1 2.0 1300.0 .006 30.0 30.0 .016 100.00 1 128 215 0 4 0.0 1513. .008 12.0 12.0 .016 0.50 10.0 1513. .008 50.0 50.0 .020 10.00 * THEORETICAL 3-POINT RATING CURVES FOR FUTURE UPSTREAM DETENTION PONDS 213 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.33 24.0 7.0 24.0 ' 214 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.70 30.5 8.0 30.5 215 36 3 2 0.1 100.0 .010 .013 0.1 .0 .0 6.70 17.5 8.0 17.5 * Future off -site detention pond to west of Symbios ' * THEORETICAL 3-POINT RATING CURVE * 2nd pt changed (0.0.15.8) to (0.1,15.8) to fix nonconvergence 22 MAY 98 (CGP) 212 126 3 2 0.1 100.0 .010 .013 0.1 .0 .0 0.1 15.8 10.0 15.8 0 1 1 421 ENDPROGRAM M:UO&S156 14bataNE% N2KV eMM-SWMM456401412.d. Io111 Pnnled: 1036 AM, OWWO THE SEAR -BROWN GROUP , 2lj i ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF + EDDY. INC. UNIVERSITY OF FLORIDA WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) t UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) ' HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) TAPE OR DISK ASSIGNMENTS , JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOLT(7) JOUT(8) JOUT(9) JOUT(10) ' 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 , WATERSHED PROGRAM CALLED *** ENTRY MADE TO RUNOFF MODEL 1 1 ' M:UOBSU`64-0141data\EXTRAN2K odelWod-SWMM1564014@.dm 2ot 11 Printed: 10:36 AM, OW6100 SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED Zl8 REVISED 26 JUN 2000: SBG (JJF) FILE: 564014F2.DAT 0 NUMBER OF TIME STEPS 96 INTEGRATION TIME INTERVAL (MINUTES) 5.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 25 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES ' FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .24 .24 .12 .12 .00 I J 1 ' MVOBS\564-014WaW%EXTRAN2"odeMod-SWMMt56401412.dm 3of 11 Printed: 1036 AM, 0626/00 4,19 SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 26 JUN 2000: SBG (JJF) FILE: 564014F2.DAT SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 0 .0 .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 21 125 9627.0 66.3 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 1 24 127 2600.0 10.6 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 23 126 6810.0 46.9 17.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 31 128 7536.0 51.9 49.7 .0080 .016 .250 .100 .300 .51 .50 ..00180 1 20 124 7304.0 50.3 5.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 32 71 4458.0 30.7 79.0 .0030 .016 .250 .190 .300 .51 .50 .00180 1 33 421 2047.0 14.1 4.0 .0500 .016 .260 .100 .300 .51 .50 .00180 1 34 421 12211.0 84.1 68.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 30 72 3340.0 23.0 62.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 9 TOTAL TRIBUTARY AREA (ACRES). 377.90 I t I I I 1 I LJ I I M:UOBS1.564-014\data\E%TP N2K1ModelWod-SWMM164014f2.do 4of 11 Pdnted: 10:W AM, 061261DO ' SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 26 JUN 2000: SBG (JJF) FILE: 564014F2.DAT *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** ' WATERSHED AREA (ACRES) 371.900 TOTAL RAINFALL (INCHES) 2.890 ' TOTAL INFILTRATION (INCHES) .530 TOTAL WATERSHED OUTFLOW (INCHES) 2.171 ' TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .189 ERROR IN CONTINUITY. PERCENTAGE OF RAINFALL .000 hI Li I I 1 I I 22o ' M:WB&564-014%da1a1EA RAN2"WelWod-SWMMZ64014R.dw 5of 11 Printed: 10:36 AM, 0626/00 v1 SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED Z REVISED 26 JUN 2000: SBG (JJF) FILE: 564014F2.DAT WIDTH INVERT GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE NUMBER CONNECTION (FT) (FT) (FT/FT) 36 35 0 1 CHANNEL 3.0 900. .0037 71 38 0 1 CHANNEL 5.0 650. .0037 35 38 0 1 CHANNEL 5.0 1300. .0037 72 40 0 1 CHANNEL 5.0 950. .0043 38 40 0 1 CHANNEL 5.0 1900. .0043 40 421 0 3 .0 0. .0010 421 42 0 3 .0 0. .0010 124 212 0 1 CHANNEL .0 850. .0080 125 213 0 1 CHANNEL 2.0 2600. .0040 126 214 0 1 CHANNEL .0 1600. .0080 127 35 0 1 CHANNEL 2.0 1300. .0060 128 215 0 4 CHANNEL .0 1513. .0080 OVERFLOW 10.0 1513, .0080 213 35 3 2 PIPE .1 100. .0100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.3 24.0 7.0 24.0 214 35 3 2 PIPE .1 100. .0100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.7 30.5 8.0 30.5 215 36 3 2 PIPE .1 100. .0100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 6.7 17.5 8.0 17.5 212 126 3 2 PIPE .1 100. .0100 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 15.8 10.0 15.8 TOTAL NUMBER OF GUTTERS/PIPES, 16 SIDE SLOPES OVERBANK/SURCHARGE HORIZ TO VERT MANNING DEPTH JK L R N (FT) 4.0 4.0 .060 10.00 1 4.0 4.0 .035 10.00 1 4.0 4.0 .035 10.00 1 4.0 4.0 .035 10.00 1 4.0 4.0 .035 10.00 1 .0 .0 .001 10.00 0 .0 .0 .001 10.00 1 30.0 30.0 .035 10.00 1 30.0 30.0 .016 100.00 1 4.0 4.0 .035 10.00 1 30.0 30.0 .016 100.00 1 12.0 12.0 .016 .50 1 50.0 50.0 .020 10.00 .0 .0 .013 .10 0 .0 .0 .013 .10 0 .0 .0 .013 .10 0 .0 .0 .013 .10 0 M:UOBS\-014baW\EXTR N2K odeiW tl-SWMM%564014f2.doc 6of 11 Pnn1ed: 10:36 AM, D6 UO0 ' ' SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED ZZ2 REVISED 26 JUN 2000: SBG (JJF) FILE: 564014F2.DAT ' ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 35 36 127 213 214 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 226.0 36 215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51.9 38 71 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 256.7 71 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 30.7 72 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 23.0 124 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 50.3 125 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 66.3 126 212 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 97.2 ' 127 0 0 0 0 0 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0 10.6 128 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 51.9 212 124 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.3 213 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66.3 ' 214 126 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 97.2 215 128 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 51.9 I 1 1 I V 1 ' M:VOBSZ64-014WatMeE RAWMModeWod-SWMM1 014f2.doc 7of 11 Printed: 1036 AM, 06 6100 THE SEAR -BROWN GROUP , SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 26 JUN 2000: SBG (JJF) FILE: 564014F2.DAT HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (0) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER T IME(HR/MIN) 421 ' 0 5. .05 00( ) 0 10. 30 ' .00( ) 0 15. 39.32 00( ) 0 20. 86.34 ' .00( ) 0 25. 174.75 00( ) 0 30. 379.72 t .00( ) 0 35. 811.56 00( ) 0 40. 618.41 ' 00( ) 0 45. 492.09 00( ) 0 50. 400.26 , .00( ) 0 55. 328.89 1 0. .00( ) 275.16 ' .00( ) 1 5. 228.07 1 10. 00( ) 199.10 ' .00( ) 1 15. 171.03 .00( ) 1 20. 158.11 .00( ) , 1 25. 139.60 00( ) 1 30. 132.93 .00( ) ' 1 35. 121.80 .00( ) 1 40. 119.99 00( ) 1 45. 112.29 .00( ) 1 50. 112.88 .00( ) 1 55. 103.74 .00( ) 2 0. 103.46 ,0 00( ) ' 2 5. 93.63 .00( ) 2 10. 93.08 .0 00( ) 1 2 15. 85.49 .00( ) 2 20. 86.52 N2MModeNdobSWMM\64014M.d= ' Pnnted: 10:36 AM, M:WOBSZ5 -014bata\EX 8o111 OWWD0 THE SEAR -BROWN GROUP 2 25. 80.16 .00( ) ' 2 30. 82.15 .00( ) 2 35. 76.55 .00( ) ' 2 40. 79.13 00( ) 2 45. 73.97 00( ) ' 2 50. 76.88 .00( ) 2 55. 71.95 00( ) ' 3 0. 75.00 .0 00( ) 3 5. 70.15 .00( ) 3 10. 13.26 .0 00( ) 3 15. 68.45 .00( ) 3 20, 71.61 00( ) 3 25. 66.86 00( ) 3 30, 70.16 .0 00( ) 3 35. 65.36 00( ) ' 3 40, 68.62 00( ) 3 45. 63.97 .00( ) 3 50. 67.27 00( ) 3 55. 62.60 .00( > 4 0. 65.75 ' 00( ) 4 S. 60.83 .00( ) 4 10, 63.74 ' 00( ) 4 15, 58.69 .00( ) 4 20. 61.54 ' 00( ) 4 25. 56.48 00( ) 4 30. 59.36 ' 00( ) 4 35. 54.33 .00( ) 4 40. 57.25 00( ) 4 45. 52.28 .00( ) 4 50. 55.26 ' 00( ) 4 55. 50.34 .00( ) 5 0. 53.37 ' 00( ) 5 S. 48.50 .00( ) 5 10, 51.58 .00( ) ' 5 15. 46.75 .00( ) 5 20. 49.87 .00( ) ' M:VOBSZ56 14Wata EXTRAN2MModeMM-SWMM15640142.doe 9of 11 Pnnted: 10:36 AM, 062&00 25. 45.09 ZZ55 .00( ) 6 30. 48.25 .00( ) 5 35. 43.51 .00( ) 5 40. 46.71 .00( ) 5 45. 42.00 .00( ) 5 50. 45.25 .00( ) 5 55. 40.58 .00( ) 6 0. 43.86 .OD( ) 6 5. 39.21 .00( ) 6 10. 42.47 .00( ) 6 15. 37.76 .00( ) 6 20. 40.92 .00( ) 6 25. 36.09 .00( ) 6 30. 39.15 .00( ) 6 35, 34.26 .00( ) 6 40. 37.28 .00( ) 6 45. 32.36 .00( ) 6 50. 35.39 .00( ) 6 55. 30.49 .00( ) 7 0. 33.55 .00( ) 7 5. 28.69 .00( ) 7 10. 31.78 .00( ) 7 15. 26.97 .00( ) 7 20. 30.11 .00( ) 7 25. 25.34 00( ) 7 30. 28.52 .00( ) 7 35. 23.80 .00( ) 7 40. 27.03 .00( ) 7 45. 22.35 00( ) 7 50. 25.62 .00( ) 7 55. 20.98 .00( ) 8 0. 24.29 .00( ) THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 212 213 214 215 1 t LJ I 1 I M:UOBSl56 14WaWEXTRAN2"WeWo6SWMM\564014(2.4oc 100111 Pon1eC: 10:W AM, 06 &00 , THE SEAR -BROWN GROUP SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED ZZ(P REVISED 26 JUN 2000: SBG (JJF) FILE: 564014F2.DAT *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) 35 75.2 2.0 1 20. 36 17.5 1.5 2 20. ' 38 162.0 2.7 0 45. 40 253.5 (DIRECT FLOW) 0 40. 42 811.6 (DIRECT FLOW) 0 35. 71 178.2 2.9 0 40. ' 72 116.1 2.3 0 40. 124 89.8 1.1 0 45. 125 183.5 1.2 0 40. 126 120.2 2.6 0 40. 127 38.0 .6 0 40. 128 221.7 1.2 0 40. 212 15.8 .1 4.0 2 0. 213 24.0 .1 7.8 1 55, ' 214 29.4 .1 5.5 2 0. 215 17.5 .1 7.5 1 40, 421 811.6 (DIRECT FLOW) 0 35. 1 ENDPROGRAM PROGRAM CALLED I ' M:VOW5564-014\data\EXTRAN2MModeNMod-SWMM\564014t2.dw 11 of 11 Pnnted: 10:36 AM. 06 &00 ��lq I Split Flow Analysis for Regional Detention Pond Time Series extracted from EXTRAN results Time Conduit Weir # 7' HGL 1415 11 to 12 Node 11 (hr) (cfs) (cfs) (ft MSL) 0.17 0.57 0.00 4882.55 0.33 0.34 0.00 4882.55- 0.50 0.04 0.00 4882.55 0.67 -0.13 0.00 4882.55 0.83 -0.13 0.00 4882.55 1.00 -0.03 0.00 4882.55 1.17 0.06 0.00 4882.56 1.33 6.02 0.00 4888.02 1.50 6.97 0.00 4888.17 1.67 8.95 0.00 4888.57 1.83 10.98 0.00 4888.98 2.00 12.35 0.00 4889,31 2.17 13.53 0.00 4889.59 2.33 15.07 0.00 4890.01 2.50 16.66 0.00 4890.59 2.67 18.39 0.00 4891.10 2.83 19.60 0.16 4891.49 3.00 20.51 29.52 4891.80 3.17 21.10 61.14 4892.00 3.33 21.46 85.45 4892.13 3.50 21.64 97.55 4892.19 3.67 21.68 101.70 4892.21 3.83 21.66 99.62 4892.20 4.00 21.61 95.50 4892.18 4.17 21.55 91.43 4892.16 4.33 21.49 87.43 4892.14 4.50 21.44 83.49 4892.12 4.67 21.39 79.60 4892.10 4.83 21.36 77.69 4892.09 5.00 21.32 73.90 4892.07 5.17 21.29 72.03 4892.06 5.33 21.25 70.17 4892.05 5.50 21.21 66.51 4892.03 5.67 21.18 64.71 4892.02 5.83 21.14 62.92 4892.01 6.00 21.10 59.39 4891.99 6.17 21.06 57.65 4891.98 6.33 21.00 54.23 4891.96 6.50 20.94 50.87 4891.94 6.67 20.87 45.98 4891.91 6.83 20.80 42.81 4891.89 7.00 20.72 38.20 4891.86 7.17 20.65 33.76 4891.83 7.33 20.58 30.91 4891.81 7.50 20.52 28.14 4891.79 7.67 20.47 25.47 4891.77 7.83 20.41 22.88 4891.75 8.00 20.37 20.38 4891.73 8.17 20.32 19.17 4891.72 8.33 20.27 16.83 4891.70 8.50 20.23 15.69 4891.69 8.67 20.20 14.58 4891.68 8.83 20.17 13.50 4891.67 9.00 20A5 12.45 4891.66 9.17 20.14 12.45 4891.66 9.33 20.13 11.43 4891.65 General Equation Broad Crested Weir Q=CxLxHM Weir Parameters Crest Top Length Weir Coefficient 4891.48 It MSL 4895.32 ft MSL 52.60 ft 3.10 EXTRAN Output Weir Curve Properties Qmax = 100.69 cis Qmean= 22.70 cfs Total Volume= 1,468,757 ft3 Recreated Weir Curve Properties ELM Qmax = 101.70 1.006% Qmean= 22.71 0.048% Total Volume= 1,471,669 0.198% Notes: 1. Extran does not print time series discharge for weirs, so the weir from node 11 to node 12 was modeled separately to determine Time vs. Discharge based on Node 11 HGL, and compared to Qmax, Qmean and Total Volume. It matches very closely and therefore is used for determining the split flow relationship. Total Diverted Flow Flow (cfs) (cfs) 0.57 0.00 0.34 0.00 0,04 0.00 -0.13 0.00 -0.13 0.00 -0.03 0.00 0.06 0.00 6.02 0.00 6.97 0.00 8.95 0.00 10.98 0.00 12.35 0.00 13.53 0.00 15.07 0.00 16.66 0.00 18.39 0.00 19.76 0.16 50.03 29.52 82.24 61.14 106.91 85.45 119.19 97.55 123.38 101.70 121.28 99.62 117.11 95.50 112.98 91.43 108.92 87.43 104.93 83.49 100.99 79.60 99.05 77.69 95.22 73.90 93.32 72.03 91.42 70.17 87.72 66.51 85.89 64.71 84.06 62.92 80.49 59.39 78.71 57.65 75.23 54.23 71.81 50.87 66.85 45.98 63.61 42.81 58.92 38.20 54.41 33.76 51.49 30.91 48.66 28.14 45.94 25.47 43.29 22.88 40.75 20.38 39.49 19.17 37.10 16.83 35.92 15.69 34.78 14.58 33.67 13.50 32.60 12.45 32.59 12.45 31.56 11.43 I 11 1 I I� 11 I split flow analysis for regional detention pond.xls ' 228 1 Time Series extracted from EXTRAN results Total Diverted Time Conduit Weir # 7' HGL Flow Flow 1415 11 to 12 Node 11 (cfs) (cfs) 1 (hr) (cfs) (cfs) (ft MSL) 9.50 20.12 11.43 4891.65 31.55 11.43 9.67 20.12 11.43 4891.65 31.55 11.43 9.83 20.11 11.43 4891.65 31.54 11.43 ' 10.00 20.11 11.43 4891.65 31.54 11.43 10.17 20.10 11.43 4891.65 31.53 11.43 10.33 20.10 10.44 4891.64 30.54 10.44 10.50 20.10 10.44 4891.64 30.54 10.44 ' 10.67 20.10 10.44 4891.64 30.54 10.44 10.83 20.09 10.44 4891.64 30.53 10.44 11.00 20.09 10.44 4891.64 30.53 10.44 11.17 20.09 10.44 4891.64 30.53 10.44 11.33 20.08 10.44 4891.64 30.52 10.44 11.50 20.08 10.44 4891.64 30.52 10.44 11.67 20.08 10.44 4891.64 30.52 10.44 11.83 20.08 10.44 4891.64 30.52 10.44 ' 12.00 20.07 9.47 4891.63 29.54 9.47 12.17 20.07 9.47 4891.63 29.54 9.47 12.33 20.07 9.47 4891.63 29.54 9.47 12.50 20.06 9.47 4891.63 29.53 9.47 ' 12.67 20.06 9.47 4891.63 29.53 9.47 12.83 20.06 9.47 4891.63 29.53 9.47 13.00 20.05 9.47 4891.63 29.52 9.47 13.17 20.05 9.47 4891.63 29.52 9.47 t 13.33 20.05 9.47 4891.63 29.52 9.47 13.50 20.04 8.54 4891.62 28.58 8.54 13.67 20.04 8.54 4891.62 28.58 8.54 13.83 20.03 8.54 4811,62 28.57 8.54 14.00 20.03 8.54 4891.62 28.57 8.54 14.17 20.03 8.54 4891.62 28.57 8.54 14.33 20.02 8.54 4891.62 28.56 8.54 14.50 20.02 8.54 4891.62 28.56 8.54 ' 14.67 20.01 7.64 4891.61 27.65 7.64 14.83 20.01 7.64 4891.61 27.65 7.64 15.00 20.00 7.64 4891.61 27.64 7.64 15.17 20.00 7.64 4891.61 27.64 7.64 ' 15.33 19.99 7.64 4891.61 27.63 7.64 15.50 19.99 6.78 4891.60 26.77 6.78 15.67 19.98 6.78 4891.60 26.76 6.78 15.83 19.97 6.78 4891.60 26.75 6.78 ' 16.00 19.97 6.78 4891.60 26.75 6.78 16.17 19.96 6.78 4891.60 26.74 6.78 16.33 19.95 5.95 4891.59 25.90 5.95 16.50 19.94 5.95 4891.59 25.89 5.95 ' 16.67 19.93 5.16 4891.58 25.09 5.16 16.83 19.91 5.16 4891.58 25.07 5.16 17.00 19.90 4.40 4891.57 24.30 4.40 17.17 19.88 4.40 4891.57 24.28 4.40 17.33 19.87 3.69 4891,56 23.56 3.69 17.50 19.85 3.69 4891.56 23.54 3.69 17.67 19.84 3.02 4891.55 22.86 3.02 17.83 19.82 3.02 4891.55 22.94 3.02 ' 18.00 19.80 2.40 4891.54 22.20 2.40 split flow analysis for regional detention pond.xls Split Flow Analysis 180 - 160 Efft Mi 140 . + 120 3: ILI ...... 0 100 - M 4- J -4 80 - ... .... ..... ... A 60 4q=1 4 i 40 20 - 0 0 50 100 150 200 Total Flow (cfs) I-e-Selected Points - o-All Data I Simplified Simplified Total Flow Diverted Flow Weir & Orifice Weir (cfs) (cfs) 0.00 0.00 18.39 0.00 19.76 0.16 123.38 101.70 200.00 179.89 <— Extrapolated split flow analysis for regional detention pond.xis 11 z� 1 I 1 Actual Outflow from EXTRAN and Weir Overflow Simulation [split flow analysis From Synthetic Routing SWMM Model for regional detention pond.xls] CE 421 - Inflow to Routing Pond Time Total Outflow Volume Time Total Flow Volume (hours) (cfs) (ft) Hours Minutes Hours (cfs) (ft3) 0.00 -0.03 0 0 10 0.17 0.30 90 0.17 0.06 9.48 0 20 0.33 86.34 25,992 0.33 6.02 1,825.04 0 30 0.50 379.72 139,818 0.50 6.97 3,899.40 0 40 0.67 618.41 299,439 0.67 8.95 4,776.90 0 50 0.83 400.26 305,601 0.83 10.98 5,978.70 1 0 1.00 275.16 202,626 1.00 12.35 6,999.00 1 10 1.17 199.10 142,278 1.17 13.53 7,764.00 1 20 1.33 158.11 107,163 1.33 15.07 8,580.00 1 30 1.50 132.93 87,312 1.50 16.66 9,519.00 1 40 1.67 119.99 75,876 1.67 18.39 10,515.00 1 50 1.83 112.88 69,861 1.83 19.76 11,445.92 2 0 2.00 103.46 64,902 2.00 50.03 20,937.02 2 10 2.17 93.08 58,962 2.17 82.24 39,681.25 2 20 2.33 86.52 53,880 2.33 106.91 56,746.46 2 30 2.50 82.15 50,601 2.50 119.19 67,830.84 2 40 2.67 79.13 48,384 2.67 123.38 72,772.28 2 50 2.83 76.88 46,803 2.83 121.28 73,398.73 3 0 3.00 75.00 45,564 3.00 117.11 71,516.39 3 10 3.17 73.26 44,478 3.17 112.98 69,027.81 3 20 3.33 71.61 43,461 3.33 108.92 66,571.57 3 30 3.50 70.06 42,501 3.50 104.93 64,154.19 3 40 3.67 68.62 41,604 3.67 100.99 61,776.22 3 50 3.83 67.27 40,767 3.83 99.05 60,011.97 4 0 4.00 65.75 39,906 4.00 95.22 58,278.80 4 10 4.17 63.74 38.847 4.17 93.32 56,559.84 4 20 4.33 61.54 37,584 4.33 91.42 55,421.21 4 30 4.50 59.36 36,270 4.50 87.72 53,742.61 4 40 4.67 57.25 34,983 4.67 85.89 52,081.72 4 50 4.83 55.26 33,753 4.83 84.06 50,982.32 5 0 5.00 53.37 32,589 5.00 80.49 49,363.37 5 10 5.17 51.58 31,485 5.17 78.71 47,759.69 5 20 5.33 49.87 30,435 5.33 75.23 46,180.99 5 30 5.50 48.25 29,436 5.50 71.81 44,111.65 5 40 5.67 46.71 28,488 5.67 66.85 41,598.19 5 50 5.83 45.25 27,588 5.83 63.61 39,136.75 6 0 6.00 43.86 26,733 6.00 58.92 36,757.28 6 10 6.17 42.47 25,899 6.17 54.41 33,999.03 6 20 6.33 40.92 25,017 6.33 51.49 31,771.51 6 30 6.50 39.15 24,021 6.50 48.66 30,046.69 6 40 6.67 37.28 22,929 6.67 45.94 28,379.79 6 50 6.83 35.39 21,801 6.83 43.29 26,766.52 7 0 7.00 33.55 20,682 7.00 40.75 25,211.76 7 10 7.17 31.78 19,599 7.17 39.49 24,073.31 7 20 7.33 30.11 18,567 7.33 37.10 22,976.37 7 30 7.50 28.52 17,589 7.50 35.92 21,905.39 7 40 7.67 27.03 16,665 7.67 34.78 21,211.94 7 50 7.83 25.62 15,795 7.83 33.67 20,537.70 8 0 8.00 24.29 14,973 8.00 32.60 19,883.09 8.17 32.59 19,558.49 8.33 31.56 19,245.55 8.50 31.55 18,932.60 8.67 31.55 18,929.60 8.83 31.54 18,926.60 9.00 31.54 18,923.60 Note: EXTRAN flows times are set one hour early due to offset of one hour delay of inflow hydrographs. 1 reservoir routing for synthetic reservoir.xls Z�✓1 Reservoir Routing for Synthetic Reservoir Note: A step-by-step explanation of the synthetic reservior rating curve generation process is provided on the following page along with a graph of the rating curve. Synthetic Pond Synthetic Pond Outflow from Inflow from Mod- F-XTRAN SWMM CE 421 Node 11 Time [564014F2.DAT] [564014X2.DAT) Storage Storage Outflow Storage Outflow (hours) (cubic feel) (cubic feet) (cubic feet) (Acre -Ft) (cfs) (Acre -Ft) (cfs) 0 0.17 90 9 81 0.33 25,992 1,825 24,247 0.50 139,818 3,899 160,166 0.67 299,439 4,777 454,828 0.83 305,601 5,979 754,450 1.00 202,626 6,999 950,077 1.17 142,278 7,764 1,084,591 1.33 107,163 8,580 1,183,174 1.50 87,312 9,519 1,260,967 1.67 75,876 10,515 1,326,328 1.83 69,861 11,446 1,384,744 2.00 64,902 20,937 1,428,709 2.17 58,962 39,681 1,447,989 2.33 53,880 56,746 1,445,123 2.50 50,601 67,831 1,427,893 2.67 48,384 72,772 1,403,505 2.83 46,803 73,399 1,376,909 3.00 45,564 71,516 1,350,957 3.17 44,478 69,028 1,326,407 3.33 43,461 66,572 1,303,296 3.50 42,501 64,154 1,281,643 3.67 41,604 61,776 1,261,471 3.83 40,767 60,012 1,242,226 4.00 39,906 58,279 1,223,853 4.17 38,847 56,560 1,206,140 4.33 37,594 55,421 1,188,303 4.50 36,270 53,743 1,170,830 4.67 34,983 52,082 1,153,732 4.83 33,753 50,982 1,136,502 5.00 32,589 49,363 1,119,728 5.17 31,485 47,760 1,103,453 5.33 30,435 46,181 1,087,707 5.50 29,436 44,112 1,073,032 5.67 28,488 41,598 1,059,921 5.83 27,588 39,137 1,048,373 6.00 26,733 36,757 1,038,348 6.17 25,899 33,999 1,030,248 6.33 25,017 31,772 1,023,494 6.50 24,021 30,047 1.017,468 6.67 22,929 28,380 1,012,017 6.83 21,801 26.767 1,007.052 7.00 20,682 25,212 1,002.522 7.17 19,599 24,073 998,048 7.33 18,567 22,976 993,638 7.50 17,589 21,905 989,322 7.67 16,665 21,212 984,775 7.83 15,795 20,538 980,032 8.00 14.973 19,883 975,122 3.68 10.44 17.32 21.81 24.90 27A6 28.95 30.45 31.79 32.80 32.78 32.22 31.61 31.01 WAS 29.92 29.42 28.96 28.52 28.10 27.69 27.28 26.88 26.49 26.09 25.71 25.33 24.97 24.63 24.33 24.07 23.84 23.65 23.50 23.36 23.23 23.12 23.01 22.91 22.81 22.71 22.61 22.50 22.39 0.06 6.02 6.97 12.35 13.530 15.070 16.66 18.39 19.76 50.03 82.24 106.91 119.19 117.11 112.98 108.92 104.93 100.99 99.05 95.22 93.32 91.42 87.72 85.89 84.06 80.49 78.71 75.23 71.81 66.85 63.61 58.92 54.41 51.49 48.66 45.94 43.29 40.75 39.49 37.10 35.92 34.78 33.67 32.60 0.00 0.00 0.44 10.98 2.89 12.35 8.20 13.53 13.60 15.07 17.12 16.66 19.55 18.39 21.32 19.76 22.72 50.03 23.90 82.24 24.95 106.91 25.75 119.19 26.09 123.38 1 E t 1J 1 1 reservoir routing for synthetic reservoir.xls H I 23Z 1 1 1 1 1 1 1 LOA • ..-. 1 Note: The Synthetic Pond curve was generated by a three step process: 1. A mass balance was performed to compare SWMM inflow to EXTRAN outflow. This generated 1 the characteristic shape of the storage / discharge curve. 2. The lag time between the storage peak and the discharge peak was removed so they both peak at the same time. B. 3. The curve was calibrated by reducing the synthetic pond volume to fib % of the step 1 volume, so that the SWMM model discharges would match the EXTRAN discharges. This step was required so that the output from the single synthetic reservoir in Mad-SWMM would match the output from the ' multiple linked detention ponds in EXTRAN. 4. Because of the hysteretic quality of the original rating curve, which is due to the dynamic interactions of the linked detention ponds, the calibrated curve (which must be a monotonically increasing function for input into SWMM) cannot model the true pond outflow exactly. Engineering 1 judgement was used to determine the best fit for the rating curve. The result is that the SWMM model peak output closely matches the EXTRAN model peak output, but the timing is offset. This is illustrated in the final section of this appendix. 1 1 u 1 1 reservoir routing for synthetic reservoinxis G 100 YEAR FULLY DEVELOPED CONDITION SWMM MODEL W ITR SYN n-tt-,,c PO" r-> Cv aVCv 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 �I 1 1 1 THE SEAR -BROWN GROUP rProject: I-IP Project No. 795ooI By: CGP JJr J Checked: - Date: rol6/y$ — ��7/c� Sheetof 5 t 6 w z Q o cs Cz a — El 0 0 ZI- � � p Z o � F 0 w 71 O U O t� O ~ M U N N U � O 3 OD x w Q ' ,ME 0 COLORADO HIGHWAY 68 (HARMONY ROAD) HP Site SWMM BASINS Scale: 1 "=300' 1 SEAR -BROWN 1 1 1 1 1 1 1 1 1 1 1 1 1 u 0 u 1= 1 x IN O THE SEAR -BROWN GROUP 2 1 1 2 3 4 'WATERSHED 0 SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 29 JUN 2000; SBG (JJF) FILE: 564014F4.DAT 96 0000 5.0 1 1. 1 25 5.0 0.60 0.96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 0.84 0.60 0.48 0.36 0.36 0.24 0.24 0.24 0.24 0.24 0.24 0.12 0.12 0.00 * * Prepared for: IDC - HP, FORT COLLINS, CO '* SWMM proposed developed condition, 100-yr recurrence interval * Updated from Hewlett-Packard Detailed Hydraulic Study (799001E1.DAT) * Updated from Hewlett-Packard Master Drainage Study (282013S1.DAT) * Updated from Symbios Logic Overall Drainage Plan (714001S1.DAT) '* Basin parameters compiled from smaller basins used for EXTRAN model * See file'564014A2.DAT for smaller basin details * Rating curve for Pond 42 generated from separate Extran results * Previous ponds and conveyance elements at east end of HP site have '* been eliminated or converted to direct routing nodes so that all routing * is done through a single rating curve at CE 42. A flow split was inserted * after CE 203 to model the design outlet to Fossil Creek Reservoir Inlet * Ditch - FCRID (CE 204) and the overflow spillway (CE 205) * '* Index of Printed Conveyance Elements * 421 Direct routing node immediately u/s of synthetic pond 42 * 42 Synthetic detention pond * 203 Synthetic detention pond outlet diversion node * 204 Synthetic detention pond outlet to Fossil Creek Inlet Ditch * 205 Synthetic detention pond diversion to emergency overflow weir * -2 .016 .25 .1 .3 .51 .5 .0018 1 21 125 9627 66.3 40 .004 ' 1 24 127 2600 10.6 40 .003 * Symbios Logic property 1 23 126 6810 46.9 17.0 .008 1 31 128 7536 51.9 49.7 .008 * Off -site to west of Symbios 1 20 124 7304 50.3 5 .008 * Hewlett-Packard property 1 32 71 4458 30.7 79..003 1 33 421 2047 14.1 4 .050 ' 1 34 42112211 84.1 68 .005 1 30 72 3340 23.0 62 .007 0 ' 0 1 36 35 0 1 3.0 900.0 .0037 4.0 4.0 .060 10.00 * CE 71 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 32 1 71 38 0 1 5.0 650.0 .0037 4.0 4.0 .035 10.00 1 35 38 0 1 5.0 1300.0 .0037 4.0 4.0 .035 10.00 ' * CE 72 ADDED 16 MAR 00 AS AN EMBEDDED CONVEYANCE ELEMENT FOR BASIN 30 1 72 40 0 1 5.0 950.0 .0043 4.0 4.0 .035 10.00 * CE 38 UPDATED 22 MAY 98 (CGP) SLOPE 0.0046 TO 0.0043 TO MATCH HP BLDG 5 PLANS 1 38 40 0 1 5.0 1900.0 .0043 4.0 4.0 .035 10.00 * CE 40, changed to direct routing 23 JUN 00 (JJF) 0 40 421 0 3 1 421 42 0 3 0 42 203 13 2 .01 0.1 .11 .001 100.0 .0 .0 0.44 10.98 2.89 12.35 8.20 13.53 ' 13.60 15.07 17.12 16.66 19.55 18.39 21.32 19.76 22.72 50.03 23.90 82.24 24.95 106.91 25.75 119.19 26.09 123.38 205 203 204 5 3 ' 0 0 11,39 0,11 19,76 1,16 121,38 101,10 200.00 179.89 1 204 206 0 3 1 205 207 0 3 234 1 124 212 0 1 0.0 850.0 .008 30.0 30.0 .035 10.00 1 125 213 0 1 2.0 2600.0 .004 30.0 30.0 .016 100.00 ' 1 126 214 0 1 0.0 1600.0 .008 4.0 4.0 .035 10.00 1 127 35 0 1 2.0 1300.0 .006 30.0 30.0 .016 100.00 1 128 215 0 4 0.0 1513. .008 12.0 12.0 .016 0.50 '* THEORETICAL 3-POINT 10.0 1513. RATING CURVES FOR .008 50.0 50.0 FUTURE UPSTREAM DETENTION .020 10.00 PONDS 213 35 3 2 0.1 100.0 .010 .013 0.1 .0 .0 5.33 24.0 7.0 24.0 214 35 3 2 0.1 100.0 .010 .013 0.1 0 .0 5.70 30.5 8.0 30.5 M:\JOBS\564-014\data\P)(TRAN2K\ModeMlod-SWMW56401414.doc 1 of 12 Printed: 9:43 AM, 06/29/00 THE SEAR -BROWN GROUP 215 36 3 2 0.1 100.0 .010 .013 0.1 .0 .0 6.70 17.5 8.0 17.5 * Future off -site detention pond to west of Symbios * THEORETICAL 3-POINT RATING CURVE * 2nd pt changed (0.0.15.8) to (0.1,15.8) to fix nonconvergence 22 MAY 98 (CGP) 212 126 3 2 0.1 100.0 .010 .013 0.1 .0 .0 0.1 15.8 10.0 15.8 0 5 1 421 42 203 204 205 ENDPROGRAM ' M:UOBSl564.014Wata1EXTRAN2K\ModeMAod-SWMM%564014f4,dm 20112 Printed: 9:43 AM, 06/29/00 THE SEAR -BROWN GROUP ' ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 ' DEVELOPED BY METCALF + EDDY, INC. UNIVERSITY OF FLORIDA 1 WATER RESOURCES ENGINEEERS. INC. (SEPTEMBER 1970) UPDATED BY UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI RIVER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) TAPE OR DISK ASSIGNMENTS JIN(ll JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) ' 2 1 0 0 0 0 0 0 0 0 JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10) 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) 3 4 0 0 0 WATERSHED PROGRAM CALLED *** ENTRY MADE TO RUNOFF MODEL *** 1 M:UOBS\664-014Wata\F�CTRAN2K\ModelVvlotl-SWMM\564014f4.dm 3 of 12 Printed: 9:43 AM, 06129100 THE SEAR -BROWN GROUP U9SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED . REVISED 29 JUN 2000: SBG (JJF) FILE: 564014F4.DAT 'NUMBER OF TIME STEPS 96 INTEGRATION TIME INTERVAL (MINUTES) 5.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH 'FOR 25 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 �. .24 .24 .12 .12 .00 1] I i I ' M:VOBS\564-014\daU\EXTRAN2K\ModeMtod-SWMM\564014M.do . 4 of 12 Printed: 9:43 AM, 06/29/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 29 JUN 2000: SBG (JJF) FILE: 564014F4.DAT SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO 2 0 .0 .0 .0 .0300 .016 .250 .100 .300 .51 .50 .00180 ' 21 125 9627.0 66.3 40.0 .0040 .016 .250 .100 .300 .51 .50 .00180 1 24 127 2600.0 10.6 40.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 23 126 6810.0 46.9 17.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 31 128 7536.0 51.9 49.7 .0080 .016 .250 .100 .300 .51 .50 .00180 1 20 124 7304.0 50.3 5.0 .0080 .016 .250 .100 .300 .51 .50 .00180 1 32 71 4458.0 30.7 79.0 .0030 .016 .250 .100 .300 .51 .50 .00180 1 33 421 2047.0 14.1 4.0 .0500 .016 .250 .100 .300 .51 .50 .00180 1 34 421 12211.0 84.1 68.0 .0050 .016 .250 .100 .300 .51 .50 .00180 1 72 3340.0 23.0 62.0 .0070 .016 .250 .100 .300 .51 .50 .00180 1 '30 TOTAL NUMBER OF SUBCATCHMENTS, 9 TOTAL TRIBUTARY AREA (ACRES). 377.90 i I 1 I. li I 0 [1 I ' M:UOBSl564-0141datalEXTRAN2KVdodeMAod-SWMM'564014f4.dx 5of 12 Primed: 9:43 AM, 06/29/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 29 JUN 2000: SBG (JJF) FILE: 564014F4.DAT ' *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** ' WATERSHED AREA (ACRES) 377.900 TOTAL RAINFALL (INCHES) 2.890 TOTAL INFILTRATION (INCHES) .530 TOTAL WATERSHED OUTFLOW (INCHES) 2.171 'TOTAL SURFACE STORAGE AT END OF STROM (INCHES) 189 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 1 1 I I ' M:UOBS7564A74\datatEXfR4N2K1ModerMod-SWMM\564014f4.do 6of 12 Printed: 9:43 AM, 0629/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 29 JUN 2000; SBG (JJF) FILE: 564014F4.DAT ' WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 36 35 0 1 CHANNEL 3.0 900. .0037 4.0 4.0 .060 10.00 1 71 38 0 1 CHANNEL 5.0 650. .0037 4.0 4.0 .035 10.00 1 35 38 0 1 CHANNEL 5.0 1300. .0037 4.0 4.0 .035 10.00 1 72 40 0 1 CHANNEL 5.0 950. .0043 4.0 4.0 .035 10.00 1 38 40 0 1 CHANNEL 5.0 1900. .0043 4.0 4.0 .035 10.00 1 40 421 0 3 .0 0. .0010 .0 .0 .001 10.00 0 421 42 0 3 .0 0. .0010 .0 .0 .001 10.00 1 42 203 13 2 PIPE .0 0. .1100 .0 .0 .001 100.00 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .4 11.0 2.9 12.4 8.2 13.5 13.6 15.1 17.1 16.7 19.6 18.4 21.3 19.8 22.7 50.0 23.9 82.2 24.9 106.9 25.8 119.2 26.1 123.4 203 204 5 3 .0 0. .0010 .0 .0 .001 10.00 205 DIVERSION TO GUTTER NUMBER 205 - TOTAL Q VS DIVERTED Q IN CFS .0 .0 18.4 .0 19.8 .2 123.4 101.7 200.0 179.9 204 206 0 3 .0 0. .0010 .0 .0 .001 10.00 1 205 207 0 3 .0 0. .0010 .0 .0 .001 10.00 1 124 212 0 1 CHANNEL .0 850. .0080 30.0 30.0 .035 10.00 1 125 213 0 1 CHANNEL 2.0 2600. .0040 30.0 30.0 .016 100.00 1 126 214 0 1 CHANNEL .0 1600. .0080 4.0 4.0 .035 10.00 1 127 35 0 1 CHANNEL 2.0 1300. 0060 30.0 30.0 110,11 1 128 215 0 4 CHANNEL .0 1513. .0080 12.0 12.0 .016 .016 .50 1 OVERFLOW 10.0 1513. .0080 50.0 50.0 .020 10.00 213 35 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.3 24.0 7.0 24.0 214 35 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 5.7 30.5 8.0 30.5 215 36 3 2 PIPE .1 100. 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0100 .0 .0 .013 .10 .0 .0 6.7 17.5 8.0 17.5 212 126 3 2 PIPE .1 100. .0100 .0 .0 .013 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .1 15.8 10.0 15.8 '.0 TOTAL NUMBER OF GUTTERS/PIPES, 20 LJ 1 I ' M:VOBS7564-014\dafatEXTRAN2KWodelWod-SWMM1564014f4.dm 7 of 12 Pnnled: 9:43 AM, 0629/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 29 JUN 2000: SBG (JJF) FILE: 564014F4.DAT ' ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES ' GUTTER 35 TRIBUTARY GUTTER/PIPE 36 127 213 214 0 0 0 0 0 0 TRIBUTARY 0 0 SUBAREA 0 0 0 0 0 0 0 D.A.(AC) 0 226.0 36 215 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 51.9 38 71 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 256.7 42 421 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 377.9 71 0 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 30.7 72 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 23.0 124 0 0 0 0 0 0 0 0 0 0 20 0 0 0 0 0 0 0 0 0 50.3 125 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 66.3 ' 126 127 212 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 97.2 10.6 128 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 51.9 212 124 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.3 213 125 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 66.3 214 126 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 97.2 ' 215 128 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 51.9 1 ' M:UOBS1564-0141datatEMRAN2K1ModeBMod-SWMM1564014f4.doo 8 of 12 Pdnled: 9:43 AM, 06/29/00 THE SEAR -BROWN GROUP ' SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 29 JUN 2000: SBG (JJF) FILE: 564014F4.DAT HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 5 CONVEYANCE ELEMENTS THE UPPER NUMBER IS DISCHARGE IN CFS THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES: ( ) DENOTES DEPTH ABOVE INVERT IN FEET (S) DENOTES STORAGE IN AC -FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILLWAY OUTFLOW. ' (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (0) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 42 203 204 205 421 0 5. .00 .00 .00 .00 .05 .00(S) .00(D) .00( ) .00( ) .00( ) 0 10. .03 .03 .03 .00 .30 .00(S) .00(D) .00( ) .00( ) .00( ) ' 0 15. 3.16 3.16 3.16 .00 39.32 .13(S) .00(D) 00( ) .00( ) .00( ) 0 20. 11.02 11.02 11.02 .00 86.34 .51(S) .00(D) .00( ) .00( ) .00( ) ' 0 25. 11.48 11.48 11.48 .00 174.75 1.33(S) .00(D) .00( ) .00( ) .00( ) 0 30. 12.41 12.41 12.41 .00 379.72 3.16(S) .00(D) .00( ) .00( ) .00( ) 0 35. 13.30 13.30 13.30 .00 811.56 7.17(S) .00(D) .00( ) .00( ) .00( ) 0 40. 14.61 14.61 14.61 .00 618.41 12.00(S) .00(D) .00( ) .00( ) .00( ) 0 45. 16.03 16.03 16.03 .00 492.09 ' 15.72(S) .00(D) .00( ) .00( ) .00( ) 0 50. 17.77 17.77 17.77 .00 400.26 18.68(S) 10(D) 00( ) 01( ) 00( ) 0 55, 19.56 21.06(S) 19.56 .14(D) 19.42 .00( ) .14 .00( ) 328.89 .00( ) 1 0. 54.48 54.48 20.30 34.19 275.16 22.88(S) 34.19(D) .00( ) .00( ) .00( ) 1 5. 87.57 87.57 20.96 66.61 228.07 24.13(S) 66.61(D) .00( ) .00( ) .00( ) 1 10. 106.44 106.44 21.34 85.10 199.10 24.93(S) 85.10(D) .00( ) .00( ) .00( ) 1 15. 114.49 114.49 21.50 92.99 171.03 1 20. 25.44(S) 119.45 92.99(D) 119.45 21.60 .00( ) 97.85 .00( ) 158.11 .00( ) 25.77(S) 97.85(D) .00( ) .00( ) .00( ) 1 25. 121.85 121.85 21.65 100.20 139.60 25.97(S) 100.20(D) .00( ) .00( ) .00( ) 1 30. 123.02 123.02 21.67 101.35 132.93 ' 26.06(S) 101.35(D) .00( ) .00( ) .00( ) 1 35. 123.38 123.38 21.68 101.70 121.80 26.09(S) 101.70(D) .00( ) .00( ) .00( ) ' 1 40, 123,17 26.07(S) 123,17 101.50(D) 21,61 .00( ) 111,50 .00( ) 119,99 .00( ) 1 45. 122.60 122.60 21.66 100.94 112.29 26.03(S) 100.94(D) .00( ) .00( ) .00( ) 1 50. 121.79 121.79 21.65 100.14 112.88 25.96(S) 100.14(0) .00( ) .00( ) .00( ) ' 1 55. 120.69 120.69 21.63 99.06 103.74 25.87(S) 99.06(D) .00( ) .00( ) .00( ) 2 0. 119.30 119.30 21.60 97.70 103.46 2 5. 25.76(S) 117.24 97.70(D) 117.24 21.56 .00( ) 95.68 .00( ) 93.63 .00( ) 25.62(S) 95.68(0) .00( ) .00( ) .00( ) 2 10. 114.84 114.84 21.51 93.33 93.08 25.47(S) 93.33(D) .00( ) .00( ) .00( ) 2 15. 112.27 112.27 21.46 90.82 85.49 ' 25.30(S) 90.82(D) .00( ) .00( ) .00( ) 2 20. 109.64 109.64 21.40 88.23 86.52 25.13(S) 88.23(0) .00( ) .00( ) .00( ) .:' 2 25. 107.00 24.96(S) 107.00 85.64(D) 21.35 .00( ) 85.64 .00( ) 80.16 .00( ) 2 30. 103.17 103.17 21.27 81.89 82.15 24.79(S) 81.89(D) .00( ) .00( ) .00( ) 2 35. 99.60 99.60 21.20 78.40 76.55 24.64(S) 78.40(D) .00( ) .00( ) .00( ) M:UOBS7.564-014Wala1EXTRAN2K1ModeMAod-SWMM1564014f4.dm 9 of 12 Printed: 9:43 AM, 0629/00 THE SEAR -BROWN GROUP ' 2 40. 96.34 96.34 21.14 75.21 79.13 24.50(S) 75.21(D) .00( ) .00( ) .00( ) 2 45, 93,38 93.38 21.01 72.30 73.97 24.37(S) 72.30(D) .00( ) .00( ) .00( ) ' 2 50. 90.69 90.69 21.02 69.67 76.88 24.26(S) 69.67(D) .00( ) .00( ) .00( ) 2 55. 88.26 88.26 20.97 67.28 71.95 24.16(S) 67.28(D) .00( ) .00( ) .00( ) ' 3 0. 86.05 86.05 20.93 65.11 75.00 24.06(S) 65.11(D) .00( ) .00( ) .00( ) 3 5. 84.03 84.03 20.89 63.14 70.15 23.98(S) 63.14(D) .00( ) .00( ) .00( ) 3 10. 82.18 82.18 20.85 61.32 73.26 23.90(S) 61.32(D) .00( ) .00( ) .00( ) 3 15. 80.23 80.23 20.81 59.42 68.45 23.83(S) 59.42(D) .00( ) .00( ) .00( ) 3 20. 78.48 78.48 20.78 57.70 71.61 ' 23.76(S) 57.70(D) .00( ) .00( ) .00( ) 3 25. 76.89 76.89 20.75 56.14 66.86 23.70(S) 56.14(D) .00( ) .00( ) .00( ) 3 30, 75,44 75,44 21,12 54,72 70,06 23.65(S) 54.72(D) .00( ) .00( ) .00( ) 3 35. 74.11 74.11 20.69 53.42 65.36 23.60(S) 53.42(D) .00( ) .00( ) .00( ) 3 40. 72.89 72.89 20.67 52.22 68.62 23.56(S) 52.22(D) .00( ) .00( ) .00( ) ' 3 45. 71.75 71.75 20.64 51.11 63.97 23.52(S) 51.11(D) .00( ) .00( ) .00( ) 3 50. 70.70 70.70 20.62 50.08 67.27 ' 3 55. 23.48(S) 69.71 50.08(D) 69.71 20.60 .00( ) 49.11 .00( ) 62.60 .00( ) 23.44(S) 49.11(D) .00( ) .00( ) .00( ) 4 0. 68.76 68.76 20.58 48.18 65.75 23.41(S) 48.18(D) .00( ) .00( ) .00( ) 4 S. 67.82 67.82 20.56 47.25 60.83 ' 23.37(S) 47.25(D) .00( ) .00( ) .00( ) 4 10. 66.87 66.87 20.55 46.32 63.74 23.34(S) 46.32(0) .00( ) .00( ) .00( ) ' 4 11, 65.90 23.30(S) 65,90 45.37(D) 20.53 - .00( ) 45,37 .00( ) 51,69 .00( ) 4 20. 64.90 64.90 20.51 44.40 61.54 23.26(S) 44.40(D) .00( ) .00( ) .00( ) 4 25. 63.89 63.89 20.49 43.40 56.48 23.23(S) 43.40(0) .00( ) .00( ) .00( ) ' 4 30. 62.86 62.86 20.47 42.40 59.36 23.19(S) 42.40(D) .00( ) .00( ) .00( ) 4 35. 61.83 61.83 20.44 41.38 54.33 4 40. 23.15(S) 60.79 41.38(D) 60.79 20.42 .00( ) 40.37 .00( ) 57.25 .00( ) 23.11(S) 40.37(D) .00( ) .00( ) .00( ) 4 45. 59.76 59.76 20.40 39.35 52.28 23.08(S) 39.35(D) .00( ) .00( ) .00( ) 4 50. 58.73 58.73 20.38 38.34 55.26 ' 23.04(S) 38.34(D) .00( ) .00( ) .00( ) 4 55. 57.71 57.71 20.36 37.35 50.34 23.00(S) 37.35(D) .00( ) .00( ) .00( ) ' 5 0. 56,10 22.96(S) 56,70 36.36(D) 21,34 .00( ) 36.36 .00( ) 53.37 .00( ) 5 S. 55.71 55.71 20.32 35.39 48.50 22.93(S) 35.39(D) .00( ) .00( ) .00( ) 5 10, 54.74 54.74 20.30 34.43 51.58 22.89(S) 34.43(D) .00( ) .00( ) .00( ) ' 5 15. 53.78 53.78 20.28 33.50 46.75 22.86(S) 33.50(D) .00( ) .00( ) .00( ) 5 20. 52.84 52.84 20.26 32.58 49.87 ' 5 25. 22.82(S) 51.92 32.58(D) 51.92 20.25 .00( ) 31.67 .00( ) 45.09 .00( ) 22.79(S) 31.67(D) .00( ) .00( ) .00( ) 5 30. 51.02 51.02 20.23 30.79 48.25 22.76(S) 30.79(D) .00( ) .00( ) .00( ) 5 35. 50.13 50.13 20.21 29.92 43.51 ' 22.72(S) 29.92(D) .00( ) .00( ) .00( ) 5 40. 49.42 49.42 20.20 29.22 46.71 22.69(S) 29.22(D) .00( ) .00( ) .00( ) 5 45. 48.72 22.66(S) 48.72 28.53(D) 20.18 .00( ) 28.53 .00( ) 42.00 .00( ) 5 50. 48.01 48.01 20.17 27.84 45.25 22.63(S) 27.84(D) .00( ) .00( ) .00( ) 5 55. 47.30 47.30 20.15 27.15 40.58 '22.59(S) 27.15(D) .00( ) .00( ) .00( ) M:UOBS\564-014\data\EXTRAN2K\ModeMAod-SWMMZU014f4.dm 10 of 12 Printed: 9:43 AM, 06/29/00 THE SEAR -BROWN GROUP I e 1 L_ J r 6 0. 46.60 46.60 20.14 26.46 43.86 22.56(S) 26.46(D) .00( ) .00( ) .00( ) 6 . 5. 45.90 45.90 20.12 25.77 39.21 22.53(S) 25.77(D) .00( ) .00( ) .00( ) 6 10. 45.20 45.20 20.11 25.08 42.47 22.50(S) 25.08(D) .00( ) .00( ) .00( ) 6 15. 44.49 44.49 20.10 24.39 37.76 22.46(S) 24.39(D) .00( ) .00( ) .00( ) 6 20. 43.78 43.78 20.08 23.69 • 40.92 22.43(S) 23.69(D) .00( ) .00( ) .00( ) 6 25. 43.05 . 43.05 20.07 22.98 36.09 22.40(S) 22.98(0) .00( ) .00( ) .00( ) 6 30. 42.29 42.29 20.05 22.24 39.15 22.36(S) 22.24(D) .00( ) .00( ) .00( ) 6 35. 41.52 41.52 20.04 21.48 34.26 22.33(S) 21.48(D) .00( ) .00( ) .00( ) 6 40. 40.72 40.72 20.02 20.70 37.28 22.29(S) 20.70(D) .00( ) .00( ) .00( ) 6 45. 39.90 39.90 20.00 19.90 32.36 22.25(S) 19.90(D) .00( ) .00( ) .00( ) 6 50. 39.07 39.07 19.99 19.08 35.39 22.21(S) 19.08(D) .00( ) .00( ) .00( ) 6 55. 38.22 38.22 19.97 18.25 30.49 22.17(S) 18.25(D) .00( ) .00( ) .00( ) 7 0. 37.36 37.36 19.95 17.41 33.55 22.13(S) 17.41(D) .00( ) .00( ) .00( ) 7 5. 36.49 36.49 19.94 16.56 28.69 22.09(S) 16.56(D) .00( ) .00( ) .00( ) 7 10. 35.63 35.63 19.92 15.71 31.78 22.05(S) 15.71(D) .00( ) .00( ) .00( ) 7 15. 34.76 34.76 19.90 14.86 26.97 22.01(S) 14.86(D) .00( ) .00( ) .00( ) 7 20. 33.90 33.90 19.88 14.01 30.11 21.97(S) 14.01(D) .00( ) .00( ) .00( ) 7 25. 33.04 33.04 19.87 13.18 25.34 21.93(S) 13.18(0) .00( ) .00( ) .00( ) 7 30. 32.19 32.19 19.85 12.34 28.52 21.90(S) 12.34(0) .00( ) .00( ) .00( ) 7 35. 31.36 31.36 19.83 11.53 23.80 21.86(S) 11.53(0) .00( ) . .00( ) .00( ) 7 40. 30.53 30.53 19.82 10.72 27.03 21.82(S) 10.72(D) 00( ) .00( ) .00( ) 7 45. 29.72 29.72 19.80 9.92 22.35 21.78(S) 9.92(D) .00( ) .00( ) .00( ) 7 50. 28.93 28.93 19.78 9.14 25.62 21.74(S) 9.14(D) .00( ) .00( ) .00( ) 7 55. 28.15 28.15 19.77 8.38 20.98 21.71(S) 8.38(D) .00( ) .00( ) .00( ) 8 0. 27.38 27.38' 19.75 7.63 24.29 21.67(S) 7.63(D) .00( ) .00( ) .00( ) THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 42 212 213 214 215 2o M:U0BSZU-0141datalEXTRAN2K1Mode]\Mod-SWMM1564014f4.doc 11 of 12 Primed: 9:43 AM, 06/29/00 THE SEAR -BROWN GROUP SWMM BASIN UPDATE (FOX MEADOWS BASIN H) 100-YR DEVELOPED REVISED 29 JUN 2000: SBG (JJF) FILE: 564014F4.DAT *** PEAK FLOWS STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME{ �(�- S VY► 1 M I�tlS�1�'TS ' ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) - 35 75.2 2.0 1 20. 36 17.5 1.5 2 20. ' 38 162.0 2.7 0 45. 40 253 (DIRECT FLOW) 0 40. 42 123.4 .0 26.1 1 35. 71 178.2 2.9 0 40. 72 116.1 2.3 0 40. ' 124 89.8 1.1 0 45. 125 183.5 1.2 0 40. 126 120.2 2.6 0 40. 127 38.0 .6 0 40. 128 221.7 1.2 0 40. ' 203 123.4 (DIRECT FLOW) 1 35. 204 r= (DIRECT FLOW) 1 35. 205 Tl01.7 1 (DIRECT FLOW) 1 35. 206 (DIRECT FLOW) 1 35. ' 207 101.7 (DIRECT FLOW) 1 35. 212 15.8 .1 4.0 2 0. 213 24.0 .1 7.8 1 55. 214 29.4 .1 5.5 2 0, 215 17.5 .1 7.5 1 40. ' 421 811.6 (DIRECT FLOW) 0 35. ENDPROGRAM PROGRAM CALLED • p AID. Vi5cM-gv-LE- 0V ►- SPILLWAY cyaMt ° T�rht,�J17 U15chf�lZ4E = 123,`�C�S • Dscwt�4E Paeo(c„=-o ey Nuc.TE' 2�PoQT = 1601 Cps :. TT - Dsci-ON � Tkevlcrm 16Y rN,s Mof)cl- /S PJIrftlN T7+C- 0154toje4E Pr- BY Ti-�E NoL.T Z5po9-7-, 1990• f-bwC-u, ?/fl-s Mol7>c nv� Ar ouvTs 5o1cickv'rj--x- Alin Cu,vDL) T--/F6Nr Anlh 1g 7"1 i2 Fuz A j`:iNEME-AjT �,J Cytz£�t�EIL i "'rat"t�� OF j7t5- hbL!r 2r /2-r- ' M:UOBS\564-014\data\EXTRAN2K\Model\Mod-SWMM\564014f4.dm 12 of 12 Printed: 9:43 AM, 06/29/00 1 1 1 1 1 1 1 i 1 1 1 1 i 1 1� zy8 O c 0 W H o a. m O z (a) < O = ~ N a, w i— Q O = Z CDI W CD 20 ~ W MJ � � W W = C.� Z O Q o N Z 0 V O O In O In O UD O O N N � Ir- (S=13) 99IIVH3SIa DISCHARGE (CFS) 0 0 0 0 0 0 0 0 0 0 0 0 O z rn N O z =m � cn t— rn .� rn n -zi X � N 0 Z � Ma C o rn v 00 0 0 DISCHARGE (CFS) 0 0 0 0 0 0 0 0 0 0 0 O z m M< N O z o n =m I �M O9 E 0 m m �o I w = 00 > --1 X = O n z O 9 o � oOFC O m 00 0 O C�z