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HomeMy WebLinkAboutDrainage Reports - 12/11/1997 (2)1 1 1 1 REGIONAL DRAINAGE EVALUATION FOR THE WILLOW SPRINGS NORTH P.U.D. PREPARED FOR: TST, Inc. 748 Whalers Way, Building D Fort Collins, CO 80525 and Paragon Point Partners 1 Old Town Square Fort Collins, CO 80524. PREPARED BY: Lidstone & Anderson, Inc. 760 Whalers Way, B-200 Fort Collins, CO 80525 (LA Project Nos. COTST35 and COPPP03) October 2, 1997 'Z LIDSTONE & ANDERSON, INC. Water Resources and Environmental Consultants 760 Whalers Way, Suite B-200 Fort Collins, CO 80525 October 2, 1997 Mr. Basil Hamdan City of Fort Collins Stormwater Utility 235 Mathews Street Fort Collins, CO 80524 I RE: Regional Drainage Evaluation for the Willow Springs North P.U.D. (LA Project Nos: COTST35 and COPPP03) Dear Basil: Lidstone & Anderson, Inc. (LA) is pleased to submit this final report for the Regional Drainage ' Evaluation of the Willow Springs North P.U.D. We have addressed comments for the previous submittal, dated August 13, 1997. The analyses provide the final design of the on -site detention ponds in the context of the overall Willow Springs development. In addition, the analysis of the ' regional drainage facilities designed in conjunction with the Willow Springs Phase 1 and Harmony Crossing developments have been revised to incorporate the current design discharges in the McClellands Basin. All hydraulic and hydrologic modeling, documented herein, was performed tin accordance with the specifications set forth in the City of Fort Collins Storm Drainage Design Criteria Manual. If you have any questions regarding the procedures and results given in this report, please do not hesitate to call us. Sincerely, LIDSTONE & ANDERSON, INC. CVpher Doherty, P.E. Per CLD/GJK/tlt ' Attachment (970) 226-0120 Gre Zanager , P.E. P jet FAX: (970) 226-0121 E-MAIL: LAWater@FortNet.org Branch Office: Box 27, Savery, Wyoming 82332 1 1 1 1 1 1 1 TABLE OF CONTENTS 5 I. INTRODUCTION...........................................1 1.1 Background ........................................... 1 1.2 Purpose and Scope of Study ................................ 1 II. FINAL DRAINAGE PLAN .................................... 4 2.1 General.............................................4 2.2 Detention Pond Design ................................... 4 2.2.1 Hydrologic Analysis for Detention Pond Design .............. 4 2.2.2 Final Design of Proposed On -Site Detention Ponds ............. 6 2.2.3 Results of the Detention Pond Desip-n ...................... 9 III. HYDRAULIC ANALYSIS OF REGIONAL CONVEYANCE FACILITIES ..... 11 3.1 McClellands Basin Hydrologic Analyses ....................... 11 3.2 McClellands Channel Hydraulic Analysis ....................... 12 3.3 Harmony Crossing Detention Pond Outlet Modification ............. 12 FIGURES Figure 1.1. Vicinity Map for the Willow Springs North P.U.D.. ................ 2 Figure 2.1. Comparison of Hydrographs between SWMM and EXTRAN Models for Detention Pond 362 .................... 8 TABLES Table 2.1. Summary of SWMM Subbasin Parameters ....................... 6 Table 2.2. Summary of Detention Pond Facilities Design . ................... 10 Table 2.3. Summary of Detention Pond Operation Parameters . ................ 10 APPENDICES Appendix A: MODSWMM Input Calculations Appendix B: MODSWMM Input and Output Appendix C: EXTRAN Detention Pond Analysis Appendix D: Hydraulic Analysis of Regional Conveyance Facilities Appendix E: Storm Sewer Hydraulic Gradeline Calculation SHEETS Sheet 1: SWMM Model Basin Delineation and Schematic Diagram i fl 1 I. INTRODUCTION 1.1 Background The Willow Springs North P.U.D. is a proposed residential development site on approximately 25.3 acres. The site will consist of 14.1 acres of multi -family apartment buildings with the remaining 11.2 acres being developed for single-family residential lots. The site is located in the southeast quarter of Section 6, Township 6 North, Range 68 West of the 6th Principal Meridian in the City of Fort Collins. The site is bounded on the west by the Union Pacific Railroad, on the north by the Harmony Crossing P.U.D., on the east by Timberline Road, and on the south by the Battle Creek Drive and the McClellands Basin Regional Drainage Channel. This area is located within the McClellands Basin and, consequently, is subject to the conditions specified in the McClellands Basin Master Plan [Greenhorne & O'Mara, 1986]. Figure 1.1 is a vicinity map of the project site. Based on information contained within the Master Plan, on -site detention is required to reduce the peak discharge from the overall site to 0.5 cfs/acre for the 100-year event and 0.2 cfs/acre for the 10-year, event. A total of three detention ponds are located within the Willow Springs North P.U.D. to meet the Master Plan discharge. These detention ponds were initially designed as part of the preliminary drainage plan for the Willow Springs North P.U.D. [TST, Inc., March 1997]. The associated hydrologic model which defines the overall drainage plan for the Willow Springs development was initially developed in conjunction with the finalization of drainage plans for both Phases One and Two [LA, May 1995 and April 1996] . Revisions to the overall hydrologic model were also made in conjunction with and are documented in the "Final Drainage Report for Timberline Road Improvements for the Willow Springs P.U.D." [LA, June 1996] and in the "Regional Drainage Evaluation for the Village at Willow Springs" [LA, September 1996]. The final (September 1996) version of the model is the basis for the current evaluation of the regional drainage improvements associated with the Willow Springs North P.U.D. in the context of the overall Willow Springs development. 1.2 Purpose and Scope of Study The western -most detention pond within the Willow Springs North development (Pond 350) is utilized to detain the majority of the runoff from single-family portion of the development. Two hydraulically connected detention ponds (Nos. 360 and 362) are located within the central and eastern portions of the development to provide detention for the multi -family portion of the 1 tv �_ 4874 tip '�i T , F F t 'M '� � Y � ' ,ss;� $ s II • • 1 �_ • � � on I n n u I 4 � � � '3f •K. # .��"*�..a'+.. � 4ys I II II II II � 11 II C p I {� to .i `;� � � ,�� n.s:-"�"�// I •. wt• EAST HOR ETOO}#1 �954 ROA I 49/4 II 49W,5 ■ ` Warre i O I Collindale 0 Course f,? �L ke, SC LE: 1 !' = 200Oq ' - — --— _= = n • . W Trail Park I _ II+ Harm Y; t ; — — H RMONY c • OAD 1 U_ . II Q II u Q II r P9h � Ict II w 4943 _TH P: THE LA V ---- - _ ---- SPRINGS r- �CLEL 4950 •• \ j II -- . r ',i 493< • L 495• 49/7 ML INS, P. 905 .0910 MAIL Figure 1.1. Vicinity Map for the Willow Springs North P.U.D. 2 1 1 i 1 development. The remaining portion of the Willow Springs North area (approximately 1.0 acres) as well as 2.3 acres of adjacent open space would drain directly to the McClellands Channel. The purpose of this study is to hydraulically design the on -site detention ponds and evaluate the operation of Willow Springs North drainage system in the overall context of the Willow Springs development. The western detention pond was designed using SWMM to provide a discharge which corresponds to 0.5 cfs/acre for the 100-year event. Because of the hydraulic connectivity between the central and eastern detention ponds, the design and analysis of that detention pond system was performed using EXTRAN, the Extended Transport block of the EPASWMM program. A simplified single -valued rating curve was generated to approximate the results of the EXTRAN model, in order to represent the central and eastern detention ponds in the overall hydrologic (SWMM) model for Willow Springs. The overall hydrologic model for Willow Springs was modified to include the facilities for the Willow Springs North development to ensure the required release rate of 0.5 cfs/acre is met for the 100-year event for the overall Willow Springs development area. In addition, as part of the current study the hydraulic analyses for the McClellands Basin Regional Drainage Channel (and the tributary channel which is parallel to Timberline Road) were revised to incorporate a reduction in the 100-year discharge which resulted from modifications to the regional detention pond upstream of the Union Pacific Railroad as well as the impacts from the current development site. The hydraulic and hydrologic evaluation of the site, documented herein, was performed in accordance with the specifications set forth in the City of Fort Collins Storm Drainage Design Criteria (SDDC) Manual. The scope of this study was limited to the evaluation of the on -site detention ponds, and other regional facilities, in the context of the proposed site improvements. The evaluation of all on -site grading, drainage and conveyance facilities for the Willow Springs North P.U.D. is not within the scope of this study, but is documented in the Final Drainage Report for The Willow Springs North P.U.D. [TST, Inc., June 1997]. 3 n 11 II. FINAL DRAINAGE PLAN 2.1 General The evaluation of the detention system for the Willow Springs North P.U.D. was performed in the context of the overall drainage system as documented in the "Final Drainage Report for the Willow Springs P.U.D., Phase One" [LA, May 1995]. Minor modifications have been made to the overall drainage system in conjunction with the Final Drainage Reports for Phase Two [LA, April 1996], the Timberline Road Improvements [LA, June 1996] and for the Village at Willow Springs [LA, September 1996]. The detention system was designed to meet the allowable release rate for the overall Willow Springs and Willow Springs North developments to the McClellands Basin Regional Drainage Channel at Timberline Road. The EXTRAN model was used for the actual hydraulic design of Detention Ponds 360 and 362 as well as the outlet structures and the storm sewer between the two ponds. Reference is made to the results of the EXTRAN analysis for the detailed operating characteristics of that system. The SWMM model was used to determine the subbasin runoff, for the hydraulic design of Detention Pond 350 and for the determination of the regional hydrologic conditions. For the purposes of the regional discharge analysis, the SWMM model was used to determine both the 10- and 100-year flows for the subbasins indicated on Sheet 1. The subbasins, conveyance elements and detention ponds associated with the Willow Springs North development were incorporated into the most recent SWMM model for the Willow Springs development which was completed in conjunction with the analysis of the Village at Willow Springs. The resulting runoff hydrographs for each of the subbasins were routed through conveyance elements and detention ponds to obtain the total peak discharge to the regional channel at Timberline Road. The Village at Willow Springs analysis, which did not include an analysis of runoff from the Willow Springs North, reported the discharge at Timberline Road as 31.4 and 64.1 cfs for the 10- and 100-year events, respectively [LA, September 1996] . 2.2 Detention Pond Design 2.2.1 Hydrologic Analysis for Detention Pond Design The hydrologic analysis for the overall Willow Springs development was modified to incorporate the proposed drainage and detention system for the Willow Springs North P.U.D. MODSWMM was used to model the basin response to both the 10- and 100-year rainfall events. n 1 The rainfall hyetographs, surface runoff resistance factors, surface storage values and infiltration parameters were taken from the McClellands Basin Master Drainage Plan. Six subbasins were ' added to reflect the proposed conditions within and adjacent to the Willow Springs North development. The subbasin parameters (area, width, slope and percentage of imperviousness) and ' conveyance parameters (diameter, length and slope) for the new subbasins were taken from the proposed grading and drainage plan for the Willow Springs North P.U.D. [TST, June 1997]. Subbasin 39 represents the area which is directly tributary to the regional channel upstream of Battle Creek Drive and includes primarily undetained open -space land along the UPRR right-of- way and back of lots in the southwestern corner of the development. Subbasin 50 includes the majority of the single-family lots and is tributary to Detention Pond 350, located in the southwest corner of the development. Outflows from Detention Pond 350 are conveyed to the regional channel immediately upstream of Battle Creek Drive. Subbasin 60 represents the area directly tributary to Detention Pond 360 located in the central portion of the multi -family development. ' The discharge from Detention Pond 360 is conveyed in a stormsewer to Detention Pond 362, located in the southeast corner of the development. Subbasins 61 and 62 include the remainder ' of the area which is tributary to Detention Pond 362. The discharge from Detention Pond 362 is conveyed to the channel parallel to Timberline Road and eventually to the regional channel at Timberline Road. Subbasin 42 represents the undetained area tributary to the northwest corner of Timberline Road and Battle Creek Drive; runoff to that point is collected by an existing curb inlet, conveyed to the channel parallel to Timberline Road and eventually conveyed to the regional channel upstream of Timberline Road. Although the area represented by Subbasin 42 is not within the Willow Springs North development, it is tributary to the facilities designed in conjunction with the Willow Springs development and is consequently included in the unit runoff calculations for the overall development area. ' The percentage of imperviousness for each of the six new subbasins were calculated from the values used by TST, Inc. for the "Final Drainage Report for the Willow Springs North P.U.D." [TST, June 1997] which were calculated for each subbasin based on actual anticipated impervious areas. The overall percentage of imperviousness for the six subbasins included in the Willow Springs North analysis would be 49.1 percent. A summary of the SWMM subbasin parameters is provided in Table 2.1. Results of the hydrologic analyses are presented in conjunction with the final design of the ' detention ponds in Section 2.2.2. Documentation of the SWMM model parameters is provided in Appendix A. The output files for the SWMM analysis are provided in Appendix B. t E Table 2.1 Summary of SWMM Subbasin Parameters. Resistance Paetors Surface Retention Infiltration Rate Basin Storage Subbasm Wtdth Area Percent Slope . (ac impervious m Ipv Pev Iery p Pm eryMa} Mm DecaYlf Etn).. (tnl (tn) (tn) (utthr) (tn/hr) Rate'... f ..; 39 700 3.1. 11 0.020 0.020 0.25 0.1 0.3 0.51 0.50 0.0018 42 900 1.5 75 0.020 0.020 0.25 0.1 0.3 0.51 0.50 0.0018 50 1,800 8.1 42 0.020 0.020 0.25 0.1 0.3 0.51 0.50 0.0018 60 2,250 8.9 61 0.020 0.020 0.25 0.1 0.3 0.51 0.50 0.0018 61 650 2.1 80 0.020 0.020 0.25 0.1 0.3 0.51 0.50 1 0.0018 62 1,200 4.7 42 0.020 0.020 0.25 0.1 0.3 0.51 0.50 0.0018 2.2.2 Final Design of Proposed On -Site Detention Ponds As described in Section 1.2, Detention Pond 350 receives runoff from the single-family portion of the Willow Springs North development. Detention Pond 350 is designed with an invert elevation of 4941.5 ft, msl and has an allowable ponding elevation of 4947.0 ft, msl. The hydraulic gradeline downstream of the outlet pipe was assumed to be a constant 4944.4 ft, msl which corresponds to the 100-year water surface elevation in the regional channel upstream of the Battle Creek Drive crossing. The stage -storage rating curve for the pond was calculated based on the proposed contours provided by TST shown on Sheet 1; the storage volume below elevation 4944.4 ft, msl. was assumed to be ineffective due to backwater effects from the regional channel. An orifice plate is required to limit the discharge from the pond; the stage -discharge curve for the pond was calculated using the orifice equation: Q = CA (2gH)"' (1) where Q is the discharge through the orifice in cfs; C is the orifice coefficient (0.62); A is the open area of the orifice opening; g is the acceleration due to gravity (32.2 ft/sec 2); and H is the difference in elevation between the ponded water surface and the hydraulic gradeline in the outlet pipe immediately downstream of the orifice opening (or the centroid of the orifice opening, whichever is greater). The stage -storage and stage -discharge rating curves were combined to form the storage -discharge curve required for the SWMM simulation. Documentation of the development of the stage -storage -discharge rating curve is presented in Appendix A. The results of the SWMM analysis indicate that a 15-inch ADS pipe with a 9 3/4-inch diameter orifice plate would be required to restrict the outflows to the regional channel. 0 ' A detailed hydraulic analysis of the central and eastern detention ponds, located within the multi -family portion of the Willow Springs North development was performed using the Extended ' Transport Block of the EPA's Storm Water Management Model (EXTRAN). EXTRAN is a hydraulic routing model based on the Saint-Venant equations for gradually -varied unsteady flow. ' Detention storage characteristics for both detention ponds were input as stage -surface area rating curves. Physical parameters for the pond outlet pipes were also provided to the model. An ' equivalent Manning's n was calculated for each pipe segment to account for entrance and exit losses. The subbasin output for Subbasins 60, 61 and 62 from the SWMM model was input as inflow hydrographs at the appropriate nodes in the EXTRAN model. As shown on Sheet 1, Detention Pond 360 will receive direct runoff from Subbasin 60. Detention Pond 360 is designed with an invert elevation of 4939.0 ft, msl and has an allowable ponding elevation of 4943.0 ft, ' msl. The 100-year runoff from Subbasin 61 is collected by a proposed curb inlet which is located along the storm sewer which connects the two ponds. In addition to the outflow from Pond 360 ' and the storm sewer flow contributed from Subbasin 61, Detention Pond 362 also receives direct runoff from Subbasin 62. Detention Pond 362 is designed with an invert elevation of 4935.18 ft, msl and an allowable ponding elevation of 4941.0 ft, msl. In order to set the tailwater conditions ' for Detention Pond 362 in the EXTRAN model, a constant water surface elevation of 4936.3 ft, msl was assumed at the pond outlet; this corresponds to the 100-year water surface elevation in ' the channel parallel to Timberline Road upstream of Battle Creek Drive. It is noted that the starting tailwater condition in the EXTRAN model results in a reverse flow condition through the outlet for Pond 362 in the first 22 minutes of the simulation. ' In order to design orifice restrictions and the connecting pipe system using the EXTRAN model, the results of initial detention sizing in the overall SWMM model were used to find assumed pipe sizes and pond discharges. All background information associated with the EXTRAN modeling effort is given in Appendix B. The results of the EXTRAN analysis indicate ' that an orifice plate would not be required for Detention Pond 360; the discharge between the pond and the proposed curb inlet in Subbasin 61 would be restricted by the 18-inch ADS pipe. A 30-inch ADS pipe would be required to convey the runoff between the inlet and Detention Pond ' 362. A 15-inch ADS pipe with an 12-inch diameter orifice plate would be required to limit the discharge from Detention Pond 362 to the channel parallel to Timberline Road. ' The results of the EXTRAN model were used to develop a simplified single -valued detention rating curve for the overall SWMM model. Due to the hydraulic connectivity between ' Ponds 360 and 362, the ponds are modeled as a single detention pond in the SWMM model. A comparison of the runoff hydrographs between the EXTRAN and SWMM models is presented in Figure 2.1. The results of the EXTRAN and SWMM models show identical peak discharges for tboth the 10- and 100-year events, however the time of the peak discharge differs between the two models. In the context of the modeling of the overall Willow Springs development, the differences are incidental to the operation of the system. 7 1 / a I N N M M � I I r i r CN pp (SJO) aSJUEPS Q 0 ri In fV O fV 0 0 O 0 Figure 2.1. Comparison of Hydrographs between SWMM and EXTRAN Models for Detention Pond 362. 8 A spillway section was designed for each of the three detention ponds to provide a preferred overflow location in the event the outlet becomes blocked. In accordance with City criteria, a separate SWMM model was prepared to determine the discharge through the spillway section assuming that the pipe outlet is completely blocked. Initial modeling efforts resulted in spillway design discharges of less than 1 cfs. In order to be conservative, each spillway section was designed to convey the 100-year outflow discharge. The spill elevation for Pond 350 was set 0.5 feet above the 100-year water surface elevation with a design spill depth of 0.5 feet. Overflows from Pond 360 will be conveyed in a channel from the pond to a parking lot to the east; the spill elevation was set 0.7 feet above the 100-year water surface and has a design flow depth of 0.5 feet. Overtopping flows from the Harmony Crossing detention pond would be directed toward Pond 362, the spill elevation on the Harmony Crossing Pond was set at the 100- year water surface. Consequently, the spill elevation for Pond 362 was set at the 100-year water surface elevation in order to more efficiently pass excess runoff through the pond. The results of the spillway sizing analysis indicate a required width of 5 feet for Pond 350, 15 feet for Pond 360, and 20 feet for Pond 362. Calculations for the spillway design are included in Appendix A. 2.2.3 Results of the Detention Pond Design The results of the SWMM analysis indicate that Detention Pond 350 would have a 100- year discharge of 4.0 cfs which corresponds to a unit discharge of 0.49 cfs/acre for Subbasin 50. The results of the EXTRAN analysis indicate that the 100-year discharge for Detention Pond 362 would be 7.5 cfs which corresponds to a unit discharge of 0.48 cfs/acre for Subbasins 60, 61 and 62. Subbasins 39 and 42 would contribute undetained runoff to the regional channel. Table 2.2 presents a summary of the design of the detention pond outlet. facilities. A summary of the discharge, active storage volume, maximum ponded water surface elevation and minimum freeboard for each of the detention ponds is provided in Table 2.3. It is noted that each of the ponds would maintain a minimum of 1.0 feet of freeboard during the 100-year event. Complete results of the SWMM analyses are given in Appendix B. Results of the SWMM analysis indicate that the overall 100-year discharge from the site is 78.5 cfs which corresponds to a unit release of 0.49 cfs/acre; thereby meeting the Master Plan release requirement for the 100-year event. The 10-year discharge is 40.6 cfs which exceeds the mandated release rate of 31.9 cfs. It is noted that direct rainfall on the regional channel and the west half of Timberline Road (which cannot be directed to any of the detention ponds) results in a 10-year runoff rate of 43.4 cfs prior to channel routing in the SWMM model. A variance is requested to allow a 10 year discharge of 40.6 cfs in the regional channel at Timberline Road, - this corresponds to a unit runoff of 0.26 cfs/acre, as compared to the prescribed 0.2 cfs/acre. 0 Table 2.2 Summary of Detention Pond Facilities Design. ' Outlet Pipe . Tributary Maxunum Mnunum ' Detention Outlet T..... er Overtopping Pond Area Inlet Inlet InvertInvert Elevation Elevation (acres) Type Elevation ft, rnsl ft, msl Restriction Elevation ( } (ft, msl) (ft, msl) 350 8.1 15-inch 93/4 Round 4941.5a 4941.0 4944.4 4948.0 ' ADS Orifice Plate 360 8.9 18-inch Flared End 4939.0 4936.0 4940.9 4944.5c, ' ADS Section 362 15.7 15-inch 12" Round 4935.18b 4935.0 4936.3 4942.0 JL-' ADS Orifice Plate a Pond volume below elevation 4944.4 is assumed to be ineffective due to tailwater conditions in the regional 'channel. b Pond volume below elevation 4936.3 is assumed to be ineffective due to tailwater conditions in the regional channel Minimum finished floor elevation adjacent to Pond 360. ' Table 2.3 Summary of Detention Pond Operation Parameters. 10 Year Event < 100-Year Event lvlaxunum Maxunum Detention Active Active Outflow Water Outflow Water Ivlinunum Pond Storage Storage Discharge ;Surface Discharge Surface Freeboard �lolume �lolume (cfs) Elevation (cfs) Elevation (feet) (ac ft) (ft, mslj 350 2.8 0.5a 4945.8 4.0 1.1a 4947.0 1.0 360 10.7 0.4 4941.5 10.5 1.0 4942.8 1.7 362 6.3 0.9b 4939.7 7.5 1 1.4b 4941.0 1 1.0 a v 4 44.4 ft msl Above elevation 9 , b Above elevation 4936.3 ft, msl 10 IIII. HYDRAULIC ANALYSIS OF REGIONAL CONVEYANCE FACILITIES r3.1 McClellands Basin Hydrologic Analyses ' The McClellands Basin Regional Channel through the Willow Springs development site was designed and constructed in conjunction with Phase One. The discharge in the regional ' channel was obtained from a regional SWMM model initially prepared for the Stetson Creek P.U.D. Minor modifications were made in conjunction with the Phase One analysis to correct ' an error in the Stetson Creek model and to reflect developed conditions for the Willow Springs development site. The results of that SWMM model indicated a 100-year discharge of 357 cfs at the Union Pacific Railroad and 453 cfs at Timberline Road. ' In 1996, the detention pond located upstream of the Union Pacific Railroad was modified in order to reduce the discharge downstream in the regional channel. The modifications were ' documented in the report entitled "McClellands Basin 100-Year Master Plan Update (County Road 9 to Fairway Estates) for Proposed Modifications to the Oakridge Village Regional Detention ' Pond" [RBD, April 1996]. The results of the SWMM analysis documented in that report indicated a 100-year discharge of 219 cfs at the Union Pacific Railroad and 302 cfs at Timberline ' Road. For the current study, the revised discharge profile for the regional channel. was specified using the 100-year discharge (at the Union Pacific Railroad) as given in the 1996 regional SWMM ' model and adding the 100-year release rates along the reach from the Willow Springs and Willow Springs North development sites, based on the hydrologic modeling for the current study. ' The discharges for the tributary channel parallel to Timberline Road were calculated for developed conditions assuming a unit discharge of 0.5 cfs/acre. The tributary area for each reach ' was obtained from the 1996 regional SWMM model. The discharge was calculated for three design reaches: (1) between the outfall for the Harmony Crossing P.U.D. detention pond and the Willow Springs North Pond 362; (2) between the outfalls for Willow Springs North Pond 362 and the Village at Willow Springs (through the Battle Creek Drive crossing); and (3) between the outfall for the Village at Willow Springs and the regional channel. It is noted that for each of the three design reaches, the discharge used for the current study is larger than the discharge given in the regional SWMM modeling. n 1 n 1 3.2 McClellands Channel Hydraulic Analysis The hydraulic analysis for the McClellands Basin Regional Channel and the tributary channel parallel to Timberline Road was accomplished using the HEC-2 Water Surface Profile computer model. The HEC-2 models developed in conjunction with the design of the channels for Willow Springs Phase One were modified to reflect the updated discharge profiles. The results of the analysis indicate that the 100-year water surface elevation was lowered approximately one foot in the regional channel and approximately 1.5 feet in the tributary channel compared to the original design discharge profile used for the Phase One analysis. The calculations for the revised design discharge profiles and the output from the hydraulic analysis is provided in Appendix D. A comparison of the 100-year discharge and water surface profiles between the Phase One analysis and the current study is also given in Table D.1 in the Appendix. 3.3 Harmony Crossing Detention Pond Outlet Modification The existing outlet for the Harmony Crossing Detention Pond is a 24-inch RCP which conveys releases to the tributary channel parallel to Timberline Road at the northeast corner of the Willow Springs North development area. The outlet pipe will be extended and the tributary channel filled for a distance of approximately 400 feet in conjunction with the development of Willow Springs North. A hydraulic analysis of the existing and proposed outlets was conducted to verify that the proposed modifications would not produce an adverse impact on the Harmony Crossing Detention Pond for the 100-year event design flows and would also accomodate the Master Plan discharge at that location. The 100-year discharge from the pond, as documented on the design plans for the Harmony Crossing P.U.D., is 23.6 cfs [RBD, 1994]. The Master Plan discharge, which corresponds to a 0.5 cfs/acre release rate from the 77.5 acre tributary area, is 38.8 cfs. For the existing condition analysis, the HEC-2 model of the tributary channel was extended north to the location of the existing 24-inch RCP outlet. A UDSewer model was then developed to determine the hydraulic gradeline at the upstream end of the existing 24-inch RCP. The results of the analysis indicate that the hydraulic gradeline for the existing condition outlet configuration is 4938.1 ft, msl. The analysis for the proposed outlet condition was performed to determine the minimum required size for the outlet pipe to not create an adverse impact. The water surface elevation at the downstream end of the proposed pipe was taken from the HEC-2 analysis of the tributary channel and the hydraulic analysis of the pipe system was performed using UDSewer. The results 1 12 of the analysis indicated that a 30-inch ADS would be necessary for the extension of the outlet pipe. The corresponding hydraulic gradeline at the upstream end of the existing 24-inch RCP for ' proposed conditions is 4938.1 ft, msl, which is identical to existing conditions. The analysis for the proposed outlet pipe configuration was repeated with the Master Plan discharge of 38.8 cfs to determine the hydraulic gradeline at the upstream end of the existing 24- inch RCP. The results of the analysis indicate an upstream hydraulic gradeline of 4940.2 ft, msl ' which is lower than the design water surface elevation of 4940.8 ft, msl in the Harmony Crossing Detention Pond. Backup documentation for the analysis of the Harmony Crossing Detention Pond ' outlet is provided in Appendix E. I I 13 LI APPENDIX A MODSWMM INPUT CALCULATIONS C w.a. e.•........ u.re.w•.�•� e..•wn... ' OWNER -PROJECT BY DATE PROJECT NO. m A t �-jb-lqqj CD75T35 FEATURE 4 CHECKED BY DATE SHEET OF 5�blx�yl I�aravne�er5 , �- I -Twi0 e5 rSTbas,n MCI., &delland56hannel we5f,,f&$le&eekl,-�je and uPFU2 ea5eme4+ nw4ho�etomnef AYe4 = 3. I �ac�e5 Iasi i ' S�n9lcfa�+�I�:14 p,5 ac x 0,4o bpeviSpace 0-05 II 0/0 ivi005. ' w�k. 100 (bFlenyffi = 195 p) ' Sobls�n 50 All bvf" n9le -Am ly aeten6 pad (T5T banns Z1- 2 6) Area ; . ( acres total Z3 Di 3oL 1oD'/o�mP ' Z 4 D- qac b010- mp . ZS I-qaL �o°lo�Mp ' , � ,2,3ac. 15°lo„�P -� qa o�O iMpt.✓�an 5,�bbas�n �b I All area +rI bvfa }o pleSrCr✓I ►%lA-Anil Iy b (4 6n poad (M bu5in5 W S - II) A✓ea = 8,� acres W1 a,l ae 4D`I'6,mp ' ' Isla 0,504 &oa/.;.p I,J3 I,$ac 70°lof.%p I44 mx ov/o„ftp W 5 I, Loco- 70 1,," ,W 6 ; D, 5%c SD` o, ,w W W D, Iae eil)�oi�P ' ;hllo .o,aQ� yo'lo;�xp w I ( 6.lev. as% r -p --a Gi 0/0 fmpeflViw,5 I��Id ► - 9A (OF lenjjA =/V A) Lidstone & Anderson. Inc. ■ OWNER —PROJECT BY DATE PROJECT NO. willow Irmo 5 NorfCc.D 6-16 - 9 7 6OT-IT 55 t FEATURE CHECKED BY DATE SHEET OF 50bbofrn Rlramdeo a A(ta fnb(A �o Snlet4 Tyr D.P da (T3T&swj, XbXI) ' X6 01lac 80,70Ima `X1 l4ac 80'/a,Mp —> Sd°� �npe✓v�otrs ' l�ltd�h 656 f+ (OF ►emjft s IqI k) ■ 5�bba5►� �a Qeolamje• a, dar, {r,bA y }o cashrn delemhm Pond (75,No-ln5 X l - X5) X1 0,9ac mp ' X3 b,bac 7516imp X 4 1, 0ac Na°Io,(At 0 I, lac 35°lo,r►� 't(a'�o Uk�eNl�s ' W�d�► = I�bo �' F ��bba5�n 4' TrlK4drl . � nori�l►�Y4 coiner 4 Tm6e4a )eoaJ wJ QIt atek Dr• `-Area = (,S aciM b3acres - 5ire4 5ec�on 8510 ,„,P 0, wee oppn,space to % i►%p --y 75111 impeivtoW.5 wljlf l- gcoR . (off leny�= IaP) Total 4eea -GK Subbtiln,5 31, 50, 67o, 6 r qa Nem 11 peran6le, 411i °�O: ■ . OWNER -PROJECT By DATE PROJECT NO. V1,1100 S ��� 5 �o� L- 8 1,' 1 wP ' FEATURE CHECKED BY DATE SHEET OF (fie vn Fond ✓VQ- A3 ' 0*pipe, - 15-mc� M Wjfn 1 1'�` "� Orrice Plait v5Mvt �015 50,aP%/ 5= l ► e, lailwatl"_ e0lid( ►0✓I 15 60 r -01lda � k Peak water �(�u�e In 96jiey10fla(dWild k)6� hA5 a 100 ev w�eo- Soik,' a �l�44, �f G 44At ndov41,tF 6)15o� 13,q 6eeek Dwe) IA c hed" IY354041h V6(, 16 CA(cowei ull 46 gaten-046*5 &Ivahm I (� hf - 3,oa ,_ (C".,q, C��,.,b ; okerC G=lengfd► 0e head low Arwili -(fie ort�ce opeow) it? cal wkl(d 05tn Ae orrice epcu7on, Q- cArg9 ho Ao Q a ��cA��9 Cc 0,�a a 'DluhrA ylt CcfS� 119C 55 e[os5 Plb (F+) Flozo (0) A15 w,5. tle✓ (P,m)() Pond W,5, Oev, (14, MA �xu9e Vofjme V Q A) D b D d 4144 404,4 d I 018 6,01 0.15 6A 4g44,q 450,i% 0-07 a 1, & 0,04 ok 0,64 4`44,4 4w;o4 0,a5 3 a,4 6,01 1,3q 1143 4944,4 4W5,93 045 35 a,B 0,19 183 05 4144,4 g14,3j 019 3j 0115 54 4g4q,4 4146,14 No 5 014 es��fs Q,o - a. W510s 'M5,6A1*51. p,f!�, hlb-ou lic Gna11515 G?iav _ 4,0 Gt 5 ai alao L4,a cf5 , h"F 4 0, I Sf F vl ov = 1� I ac-P W6, e6 eJ 05eid� pipe = 044,44 0,15�1 145iaa� 4947,041mil �i1'f`f,$St��rHS1. Lufstone & Anderson. lnc. w.,., e.... 1.....• c... wn.,. OWNER —PROJECT BY DATE PROJECT NO. Willow 5�_rftill NcyFA CL_b &_16-Igg7 COM 3 FEATURE CHECKED BY DATE SHEET OF -DelGAm Pool 550 5-I�ye- 5-�ra9� ��in9 Cvrd� E,I eveabon CFe�f) Ares CFI �) fir" (acre5) ,:�ry,amevt afl Vol')rne 6u-R) Toil 5fo u/e UoIt) Cc«-F+) Crfec ' e VvIumc\ `AL-�fJ �19�11,5 a p a 0 0 �q�2 ail b,rx�� o-nbi 0100 o �qy3 Oq9a 0,44(0 a,08a 0,063 0 yq�l� 1505 o, 354 0.977 6, %0 0 (2,y00 0,447 011755 y9�41 al5�lo 6,4gq 0,470 11630 1,1i95 yggo M196 0,6q(v 0,568 a, M 1, o4 4evoW z belwJ dew,�,m 4944A 15 cod5der,� ,y) eAeAvt Aut 4 - aiivialer re4ficbvng to �e McClella�s �5in �a�ncl L�dsione &Anderson. Inc. w.t.. e..•w•n ..r e... —1- W ( Novi Nor{ 61,61 CorsT3S EATURE CHECKED BY DATE SHEET OF -Pe- m-hors -Pond 3W 4hni evrj- I I I A-5 6 ,Sirup fii{A, (An cove for 4e -Po4d laai 9GnergW hayed 2 43 o� %�ie �xT� f}4 V11oc4el�n�• 10 -i ✓ 'Dr J,,,,q e, : (A,, cf-5 to-�✓ Volume (3100) - 0,38a.r 100- r'Di5&harge = %.gcFS ida y� Volume Nlo) = 0150 a-F. : a. 4a (3o2) = 1,14 a-F the r-qN cure was ggeoerAW US1n 4e. above A5c�ar e-5 end vedumeg q5 ar1 �e54ymufe. The. ioj�l ►-e5ul ihdIcaW a ma4ed di54arjC-0d V06W {o•#e (oo-yr evert♦ , Te to je6rre5,)Ib ividtcrW a lower requiaJ o(-hve .vdlume, COA5dgL)Bn�, 4e lo-yr Vol me- was Iferu+ej -to ftu cl he. to-y✓k%arjc lel'�e fffeAAModol. le(v(l,*)io) 15 �e, re5olbpg rabj l Nrve &J i(Ck 15 1nfk-4 In4 �41 A44( 611 Mtl 5VjftlW1 fM--(el I i5 ✓ie, (CA) Voturo& Cue 'F¢) 0 D 613 ►41 FNER—PROJECT I"ltllorJSarin`o 4TURE 17G �en-log I�onci �10 ,Cdf9e- %rilc Qrtj Cvrve 7— Lidstone & Anderson. Inc. BY DATE PROJECT NO. &-1S-(g97 6OT5T35 CHECKED BY DATE SHEET OF Oevol hoyl (FI, �►51) fires (�1�) Pro 60-6) lw�tw�en�.I Holum e . %ic-Ff� 1"oW *-,?jc (lolvmG (ac-P) gg31 0 0 0 0 dq�ly a.l q 5 0 "050 010/ 11 0,611, `i�`�I . I383� 0318 d - IG5 0, IBI o, 5�D 4g43 aq 391i 0• %o 0,611. l , 68D 4g44 5495o 6, U 0,677 /, 160 Lidstone & Anderson. Inc. OWNER —PROJECT BY DATE PROJECT NO. wim,5Lrre NA CAD 6-191-011 69P5r3s ' FEATURE CHECKED BY DATE SHEET OF ' S��e'- Si��a ye �aT►r�j CvNG 1 >ile�aiw�l m�.) fFreq oa) fiaA (tact) xvlcremenfaI Volume . (ar-Fl) 44 5- r4t7,o Volv(be 6ac-Ff) Ofechvc Volume (etc -R) 035,18 0 0 0 0 0 All 0459 0,043 010113 0 <005I> 0.184 0,05i 0,095 0 �193� 101 ra 044( 6,901 '0, Acl o, 149 laol- 6,aIt, a—_4-10� �{q3� I � 41 0, 30E3 0 o, 7q 7 (% , JLV . y94o 155c14 01351 b, 3Nq I , /A1— I ,o6l 4941 aOmj 0,46 6,410 /.53q 1,444 4e, vo'lwhe belo�j kva6i 4g36,3 15 evrsiArrvd miffer blt cluef-o 4ailod er, /t4"c bvn9. Iv►Ki MCCltl WS Basin. - rl� - q C�onel t k4mwolel R—weee and d.Ys.oeHel Oe..w..I. OWNER —PROJECT i Ilow 5 r1n Not-lll BY 61- DATE 9 I PROJECT NO. CoTN_35 FEATUR �e eO 2lllw(44 rill l CHECKED BY ) DATE SHEET OF A 5wmm mA(005jueloPtd-10de�"lllae fgi5dineT (oih Wic`)pllw �F 5eAon. #ccordiogfo OA/ cri�eei � desjnA5clarye 49be eaeulalell bVg55urnn� 4e ol�le�f {p be eompfeJel� b(odeJ, e 15 Ca3'piUwAy (3 5 i wa 5echat),, .1lenat�j'.'5PlLLP0,00T A epla(X . ,rtl1 ►UI a5u1+5 16J((a ca mint a l di I�arcjc -ibw* & �,�P►I(ory VSij�°J �hc G� de5lyrirne oe(o(cs ZnaJ( �he • o be CawvAijW e i(I w� 5AOr�inle%e c�`yi IICc� tU eoo(/1 1001 ly✓ cle( 6I1% 5 e Za�IK 1IIele✓c��►v�7 O�P�nd 35� unA 3(ov �lerC 5Cf a� a�n eleva{�o� o,5�eef hiqh 00-Ware_'5j1(T(ACe w1�h a de5igm flog to of o-SFe , �a� 1�d W At II ele✓atbon was Sefa� �e 100 e �i�aer5�r�u�e kal e Ku�rn� CrfSin gi d OOL)10 b5cGde %h1 h 1pond �a 4e de51 h Flv,�de wyassef a� I�oFec�. 5�1((vJay I�e919n e-���11a✓yL °WNG Inv= �,bd?s Otw 43410 5eil4g4l, 5 lev 5[ora I e Qelr 0 DiYlo e, I6(a55-freed Welr5e--boo Q= C�fl Ala �Iq�ll- 5 D — D (C=a,� 0 --06k L= imidfh) gq�11,5 1,� o U D LZ 4,otQ�,& -(v0ia 44 u5L 5�id -Fw e5ign ggql'.O 1-y% 04 0:4 re5vl3ol 5wolm SPIIlw 00allau, ; LIVI e Glad s 0,5 I�o0 3 5p IlwAi Demo S�je- D15c UVje W✓✓G Qloo= to) 1, I�ISio�- �iq���8 Ov, 5jwa 6rt� � ih yg43,5 171'�c(rr c 5p�ll L%le✓ghor► Cr4g6-6„eg Chmnel a+ 5-110 gg3q,0 n — O 140f6 15R Z - 10 1.v , ri - o,o&o 4qq3.5 1,qI o d IDepiA = 0,5�e4 ggq3,l5 �e5v I�Sv.F 5w�i� 5 illw f+r�l y517 , qqq4,o 1'?6 615 Ia•3 G?loo= 33cPs , '1iIJu = 1(�ac-Gk , 1u51oo z�I9�13,� N l III �J i� J�(G C'�f`JtiV1Ar e CJ/UG 00 �5 (max ov�� % li n� C�� 9 El eu. 5}a(e �Il�le lr I� DI�J(i 1G G Q, a�6'hllIn9 06cfs/x(e, 5e'e Pilo -D3) Ow, qggl.o =-jea(elcoho i O 6 ,h'ged weir 5echvo , Q= Wala ggq1,o I-4I b ,d gqql1a5 I,54 645 6 5 ee-vh Df5 wipvl � avwl 51 ; � � �i�11-75 I-�5 b��5 Ocao = , ,Sari .� 4,IS�oo = Sc; , ioo I F , �y�ll I 410,o 1,o5 /,0 5'Z0 Lidstone r � & Anderson. Inc. Wlu IlnwrH�M UM����11 CMW-1. OWNER —PROJECT BY DA PROJECT NO. Wi llow s ri h Air) C1_I0 t57 Iq ('MT 35 FEATURE CHECKED BY DATE SHEET OF pv5nilwg,-ew(Icolao Dderminc 51te (or c�PlicQ{��I� ) of riprc4P;-POD 1h gpi((octydowo-alope pe-cm JPDC, Table 8 a V5oM�(35_I)"' pjAere V- Veloti{ , 5:-15101X M/p) anti 5pee,41roii W-ad V= 62 f 41 , 5(45 of-G 0,17 %" rock m7u,"- d 66t4 r,Pmp '46p'�oahve, wt der ; F ' WILLOW SPRINGS NORTH -- POND 360 SPILLWAY NORMAL DEPTH ANALYSIS INPUT DATA: ' DISCHARGE 3.800000 CFS _ BOTTOM WIDTH 15.000000 FT BED SLOPE = 1.000000E-02 FT/FT ' SIDE SLOPE o MANNINGS N = 4.000000 6.000000E-02 RESULTS: ' NORMAL DEPTH = 2.512715E-01 FT FLOW VELOCITY = 9.445079E-01 FPS HYDR. DEPTH = 2.365208E-01 FT TOP WIDTH = 17.010170 FT FROUDE NUMBER = 3.422496E-01 SPECIFIC ENERGY= 2.651239E-01 FT INPUT DATA: ' DISCHARGE 12.300000 CFS BOTTOM WIDTH = 15.000000 FT BED SLOPE = 1.000000E-02 FT/FT SIDE SLOPE = 4.000000 t MANNINGS N = 6.000000E-02 RESULTS: ' NORMAL DEPTH = 5.009043E-01 FT FLOW VELOCITY = 1.443959 FPS HYDR. DEPTH = 4.481583E-01 FT ' TOP WIDTH = 19.007230 FT FROUDE NUMBER = 3.801116E-01 SPECIFIC ENERGY= 5.332804E-01 FT 1 k APPENDIX B MODSWMM INPUT AND OUTPUT 1 10-YEAR EVENT a 2 1 1 2 3 4 WATERSHED 0 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 10-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-X LIDSTONE & ANDERSON JUNE 96 ' 210 0000 1. 1 1. 1 25 5. .48 .60 .72 .96 2.16 3.12 5.64 2.28 1.12 .84 .72 .60 .60 .48 .36 .24 .24 .12 .12 .12 ' .12 .12 .12 .12 0.0 Me 1Mjwm-X. -F Miud I fr.n1) Nurl�'I D✓enil5WO f�na�y�i3 fd-y eye -even f r . 1 1 201 1200 8.5 40. .020 .020 .25 .1 .3 .51 .5 .0018 1 2 202 2000 4.1 68. .020 .020 .25 .1 .3 .51 .5 .0018 1 3 203 800 5.7 44. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 4 209 750 1.6 74. .020 .020 .25 .1 .3 .51 .5 .0018 1 5 209 1600 2.7 68. .020 .020 .25 .1 .3 .51 .5 .0018 1 6 210 3800 7.6 66. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 1 7 8 209 210 750 450 3.3 2.3 57. 67. .020 .020 .020 .020 .25 .25 .1 -.1 .3 .3 .51 .51 .5 .5 .0018 .0018 1 9 209 3000 20.2 30. .020 .020 .25 .1 .3 .51 .5 .0018 1 10 210 1400 9.1 26. .020 .020 .25 .1 .3 .51 .5 .0018 1 14 214 1000 4.8 54. .020 .020 .25 .1 .3 .51 .5 .0018 1 15 215 1300 4.4 9. .015 .020 .25 .1 .3 .51 .5 .0018 1 16 216 200 1.8 12. .020 .020 .25 .1 .3 .51 .5 .0018 1 20 220 600 4.1 46. .020 .020 .25 .1 .3 .51 .5 .0018 1 21 220 1400 9.0 46. .020 .020 .25 .1 .3 .51 .5 .0018 1 22 220 1800 7.3 52. .020 .020 .25 .1 .3 .51 .5 .0018 1 23 224 1000 2.2 61. .020 .020 .25 .1 .3 .51 .5 .0018 1 24 224 600 3.1 34, .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 25 226 900 4.0 65. .020 .020 .25 .1 .3 .51 .5 .0018 1 26 226 1000 2.7 32. .020 .020 .25 .1 .3 .51 .5 .0018 1 30 130 2750 5.9 67. .020 .020 .25 .1 .3 .51 .5 .0018 1 31 131 1700 3.6 67. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 32 330 400 2.0 48. .020 .020 .25 .1 .3 .51 .5 .0018 1 39 216 700 3.1 11. .020 .020 .25 .1 .3 .51 .5 .0018 - of W'S' g'A 1 40 140 1300 6.4 30. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 41 299 800 4.3 43. .020 .020 .25 .1 .3 .51 .5 .0018 o 44 �n � Ue ed 1 42 241 900 1.5 75. .020 .020 .25 .1 .3 .51 .5 .0018 - 3p 1 50 250 1800 8.1 42. .020 .020 .25 .1 .3 .51 .5 .0018- (n bjo Pond 1 60 260 2250 8.9 61. .020 .020 .25 .1 .3 .51 .5 .0018 - "(n b 6 ➢off 3W 1 61 261 650 2.1 80. .020 .020 .25 .1 .3 .51 .5 .0018 - Tnb fO P011d3A h,Pond 5&9 1 62 262 1200 4.7 42. .020 .020 .25 .1 .3 .51 .5 .0018- 7rd0 ' 0 9 16 39 40 41 42 50 60 61 62 201 202 0 3 .1 1. 202 209 0 3 .1 1. ' 203 209 0 3 .1 1. 209 210 0 3 .1 1. 210 310 0 3 .1 1.' 310 140 14 2 .1 1. .1 ' 0.0 0.0 0.59 0.47 1.06 1.29 1.72 2.13 2.68 3.12 3.61 4.20 4.09 6.97 5.09 7.51 6.09 7.51 7,43 7,92 8.77 8,40 9,85 8.64 10.56 8.81 10.92 9.00 214 315 0 3 .1 1. 215 315 0 3 .1 1. 315 216 6 2 .1 1. .1 ' 0.0 0. 0.06 2. 0.24 3. 0.59 4. 0.85 4.5 1.23 5. 216 116 0 3 .1 1. 116 140 0 1 10. 1650. .003 4. 4. .035 5. ' 140 299 0 1 10. 700. .003 4. 4. .035 5. 220 224 0 3 .1 1. 224 324 0 3 .1 1. 324 124 6 2 .1 1. .1 0.0 0.0 0.17 4.0 0.59 6.0 1.45 8.0 2.71 10.0 4.43 12.0 124 226 0 2 3. 825. .008 0. 0. .011 5. 226 326 0 3 .1 1. 326 299 5 2 .1 1. .1 0.0 0.0 0.15 4.0 0.44 6.0 0.98 8.0 1.85 10.0 130 131 0 2 3.0 450. .007 0. 0. .013 3.0 131 330 0 2 3.5 250. .007 0. 0. .013 3.5 330 241 7 2 .1 1. .1 0.0 0.0 0.07 1.0 0.23 2.0 0.57 3.0 1.05 4.0 1.85 5.0 2.96 6.0 250 350 350 216 0 3 7 2 .1 .1 1. 1. .1 ( L rr �teK(�n �on� 3�� 0.0 0.0 0.07 1.0 0.25 2.0 0.63 3.0 0.82 3.5 1.10 4.0 1.15 4.1 260 160 160 261 0 3 0 5 .1 1.5 1. 275. .010 0. 0. .013 1.5 P 00rWe�Qnc& TDB BA')(A to ?ond 3Ga 0.0 275. .010 10. 10. .035 5.0 261 262 0 3 .1 1. 262 362 0 3 .1 1. 362 241 3 2 .1 1. .1 UeTlntion t o�16 3 0.0 0.0 1.25 6.3 2.42 7.5 241 141 0 3 .1 1. 141 299 299 0 3 10. S01. .003 4. 4. .035 5. � I SLYIA G �o (&�IOil�l 4►1HL� 0 7 350 362 299 116 140 141 160 ENDPROGRAM 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) 83 Aie: WNr 0 Pl—X-oo i Uc b.j 5p imp Ao,4 D�c�(1151�mm fl1�l�s TAPE OR DISK ASSIGNMENTS JIN(1) 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(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 r•,t ENTRY rr,r E RY MADE TO RUNOFF MODEL ' WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 10-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-X LIDSTONE 8 ANDERSON JUNE 96 'NUMBER OF TIME STEPS 210 INTEGRATION TIME INTERVAL (MINUTES) 1.00 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH '1.0 FOR 25 RAINFALL STEPS, THE TIME INTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR .48 .60 .72 .96 2.16 3.12 5.64 2.28 1.12 .84 ' .72 .60 .60 .48 .36 .24 .24 .12 .12 .12 .12 .12 .12 .12 .00 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 10-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-X LIDSTONE & ANDERSON JUNE 96 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 1 201 1200.0 8.5 40.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 2 202 2000.0 4.1 68.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 3 203 800.0 5.7 44.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 , 4 209 750.0 1.6 74.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 5 209 1600.0 2.7 68.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 6 210 3800.0 7.6 66.0 .0200 .020 .250 .100 .300 .51 .50 .00180 ' 1 7 209 750.0 3.3 57.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 8 210 450.0 2.3 67.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 9 209 3000.0 20.2 30.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 10 210 1400.0 9.1 26.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 , 14 214 1000.0 4.8 54.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 15 215 1300.0 4.4 9.0 .0150 .020 .250 .100 .300 .51 .50 .00180 1 16 216 200.0 1.8 12.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 20 220 600.0 4.1 46.0 .0200 .020 .250 .100 .300 .51 .50 .00180 ' 1 21 220 1400.0 9.0 46.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 22 220 1800.0 7.3 52.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 23 224 1000.0 2.2 61.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 ' 24 224 600.0 3.1 34.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 25 226 900.0 4.0 65.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 26 226 1000.0 2.7 32.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 30 130 2750.0 5.9 67.0 .0200 .020 .250 .100 .300 .51 .50 .00180 ' 1 31 131 1700.0 3.6 67.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 32 330 400.0 2.0 48.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 39 216 700.0 3.1 11.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 40 140 1300.0 6.4 30.0 .0200 .020 .250 .100 .300 .51 .50 .00180 ' 1 41 299 800.0 4.3 43.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 42 241 900.0 1.5 75.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 50 250 1800.0 8.1 42.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 60 260 2250.0 8.9 61.0 .0200 .020 .250 .100 .300 .51 .50 .00180 ' 1 61 261 650.0 2.1 80.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 62 262 1200.0 4.7 42.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 31 , TOTAL TRIBUTARY AREA (ACRES), 159.10 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE ' 10-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-X LIDSTONE & ANDERSON JUNE 96 HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 9 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 16 39 40 41 42 50 �IJI J 60 61 62 �-- AF10"Jr'Y oq llgpb-f ' -f�-QAN'. 0 1. .0 .0 .0 .0 .0 .0 .0 .0 .0 0 2. .0 .0 .0 .0 .0 .0 .0 .0 .0 , 0 3. .0 .0 .0 .0 .0 .0 .0 .0 .0 0 4. .0 .0 .0 .0 .0 .0 .0 .0 .0 0 5. .0 .0 .0 .0 .0 .0 .0 .0 .0 0 6. .0 .0 .0 .0 .0 .0 .0 .0 .0 , 0 7. .0 .0 .0 .0 .0 .0 .0 .0 .0 0 8. .0 .0 .0 .0 .0 .0 .0 .0 .0 0 9. .0 .0 .0 .0 .0 .0 .0 .0 .0 0 10. .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 0 11. .0 .0 .0 .0 .0 .0 .0 .0 .0 0 12. .0 .0 .1 .1 .1 .1 .1 .0 .1 0 13. .0 .1 .3 .2 .2 .4 .5 .2 .3 ' 0 14. .1 .2 .5 .4 .3 .8 1.0 .3 .5 0 15. .1 .2 .8 .5 .5 1.1 1.5 .5 .7 0 16. .1 .3 1.0 .8 .6 1.6 2.2 .6 1.0 ' 65 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 1 1 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. .2 .2 .2 .2 .3 .4 .4 .4 .5 .5 .6 .7 .7 .7 1.0 1.4 1.6 1.8 .3 .3 .3 .3 .5 .7 .7 .7 .7 .9 1.0 1.1 1.1 1.3 1.9 2.8 3.3 3.9 1.3 1.5 1.6 1.7 2.2 3.0 3.6 3.8 4.0 4.5 5.3 5.7 6.0 6.3 8.2 11.1 13.0 14.4 1.0 1.2 1.4 1.5 1.9 2.6 3.1 3.4 3.7 4.2 4.8 5.3 5.6 5.9 7.3 9.6 11.1 12.3 .8 .9 1.0 1.0 1.3 1.8 2.1 2.3 2.4 2.7 3.2 3.4 3.6 3.7 4.8 6.5 7.3 7.7 2.0 2.4 2.7 2.9 3.7 5.1 6.0 6.6 6.9 7.8 9.1 9.9 10.5 11.0 13.9 18.5 21.5 23.7 2.9 3.5 3.9 4.3 5.5 7.5 9.0 10.0 10.7 12.1 14.1 15.3 16.3 17.1 21.2 27.7 32.0 35.0 .9 1.0 1.2 1.3 1.7 2.3 2.7 3.0 3.3 3.7 4.3 4.7 5.0 5.2 6.4 8.3 9.5 10.3 1.3 1.5 1.6 1.7 2.2 3.0 3.6 3.9 4.1 4.6 5.4 5.8 6.1 6.4 8.2 11.1 12.9 14.2 35. 2.0 4.6 15.7 13.2 7.9 25.5 37.3 10.8 15.3 36. 1.9 4.4 14.4 12.1 6.6 23.2 33.6 9.5 13.8 37. 1.7 4.0 12.0 10.0 4.8 19.0 27.1 7.4 11.3 38. 1.6 4.1 11.1 9.0 4.1 17.2 23.8 6.3 10.2 39. 1.6 4.1 10.8 8.5 3.7 16.4 22.0 5.7 9.8 40. 1.7 4.2 10.7 8.3 3.6 16.0 20.9 5.3 9.5 41. 1.6 4.1 10.0 7.6 3.0 14.7 18.8 4.7 8.7 42. 1.5 3.8 9.0 6.7 2.4 12.9 16.0 3.9 7.6 43. 1.5 3.7 8.4 6.1 2.1 11.8 14.2 3.3 6.9 44. 1.4 3.5 7.9 5.7 1.9 11.0 13.0 3.0 6.5 45. 1.4 3.5 7.6 5.5 1.8 10.4 12.1 2.8 6.1 46. 1.4 3.3 7.3 5.1 1.6 9.8 11.2 2.5 5.7 47. 1.3 3.2 6.8 4.8 1.5 9.1 10.2 2.3 5.3 48. 1.3 3.0 6.5 4.5 1.3 8.6 9.5 2.1 5.0 49. 1.3 2.9 6.2 4.3 1.3 8.1 8.9 2.0 4.7 50. 1.3 2.8 6.0 4.1 1.2 7.8 8.5 1.9 4.5 51. 1.2 2.7 5.8 3.9 1.2 7.4 8.0 1.8 4.3 52. 1.2 2.6 5.5 3.7 1.1 7.0 7.6 1.7 4.1 53. 1.2 2.5 5.3 3.6 1.0 6.7 7.2 1.6 3.9 54. 1.2 2.4 5.1 3.4 1.0 6.5 6.9 1.6 3.7 55. 1.1 2.4 4.9 3.3 1.0 6.2 6.6 1.5 3.6 56. 1.1 2.3 4.7 3.2 .9 5.9 6.3 1.4 3.4 57. 1.1 2.2 4.5 3.0 .9 5.6 6.0 1.4 3.2 58. 1.0 2.1 4.3 2.9 .8 5.4 5.7 1.3 3.1 59. 1.0 2.0 4.1 2.8 .8 5.2 5.5 1.3 2.9 0. 1.0 1.9 4.0 2.7 .8 5.0 5.3 1.2 2.8 1. 1.0 1.9 3.8 2.6 .8 4.8 5.1 1.2 2.7 2. 1.0 1.8 3.7 2.5 .8 4.7 5.0 1.2 2.6 3. .9 1.7 3.6 2.5 .8 4.5 4.9 1.2 2.6 4. .9 1.7 3.5 2.4 .8 4.4 4.8 1.1 2.5 5. .9 1.6 3.4 2.3 .8 4.3 4.7 1.1 2.4 6. .9 1.6 3.3 2.3 .7 4.1 4.5 1.1 2.3 7. .8 1.5 3.1 2.2 .7 3.9 4.3 1.0 2.2 8. .8 1.4 3.0 2.1 .6 3.7 4.1 1.0 2.1 9. .8 1.4 2.9 2.0 .6 3.6 3.9 1.0 2.0 10. .8 1.3 2.8 1.9 .6 3.5 3.8 .9 1.9 11. .8 1.3 2.7 1.8 .6 3.3 3.6 .9 1.9 12. .7 1.2 2.5 1.7 .5 3.1 3.4 .8 1.7 13. .7 1.2 2.4 1.7 .5 3.0 3.2 .8 1.7 14. .7 1.1 2.3 1.6 .5 2.8 3.1 .8 1.6 15. .7 1.1 2.2 1.5 .5 2.7 3.0 .7 1.5 16. .7 1.0 2.1 1.5 .4 2.6 2.8 .7 1.4 17. .6 1.0 2.0 1.4 .4 2.4 2.6 .6 1.3 18. .6 .9 1.9 1.3 .4 2.3 2.4 .6 1.3 19., .6 .9 1.8 1.2 .3 2.2 2.3 .6 1.2 20. .6 .9 1.8 1.2 .3 2.1 2.2 .5 1.1 21. .6 .9 1.7 1.1 .3 2.0 2.1 .5 1.1 22. .6 .8 1.6 1.1 .3 1.9 2.0 .5 1.1 QAaitlCd runofP0 eeyloml 'aavlAA %10 :�- g3,445. 1 23. .5 .8 1.6 1.1 .3 1.9 2.0 .5 1.0 1 24. .5 .8 1.5 1.0 .3 1.8 1.9 .5 1.0 1 25. .5 .8 1.5 1.0 .3 1.8 1.9 .5 1.0 1 26. .5 .7 1.4 1.0 .3 1.7 1.8 .4 .9 1 27. .5 .7 1.4 .9 .2 1.6 1.6 .4 .9 1 28. .5 .7 1.3 .8 .2 1.5 1.5 .4 .8 1 29. .5 .6 1.2 .8 .2 1.4 1.4 .3 .8 1 30. .4 .6 1.2 .8 .2 1.3 1.3 .3 .7 1 31. .4 .6 1.1 .7 .2 1.3 1.3 .3 .7 1 32. .4 .6 1.1 .7 .2 1.2 1.2 .3 .7 1 33. .4 .6 1.1 .7 .2 1.2 1.2 .3 .6 1 34. .4 .6 1.0 .7 .2 1.1 1.1 .3 .6 1 35. .4 .5 1.0 .6 .2 1.1 1.1 .3 .6 1 36. .4 .5 1.0 .6 .2 1.1 1.1 .3 .6 1 37. .4 .5 .9 .6 .2 1.1 1.0 .3 .6 1 38. .4 .5 .9 .6 .1 1.0 1.0 .2 .6 1 39. .4 .5 .9 .6 .1 1.0 1.0 .2 .5 1 40. .4 .5 .9 .6 .1 1.0 1.0 .2 .5 1 41. .4 .5 .9 .6 .1 1.0 1.0 .2 .5 1 42. .3 .4 .8 .5 .1 .9 .9 .2 .5 1 43. .3 .4 .8 .5 .1 .9 .9 .2 .5 1 44. .3 .4 .8 .5 .1 .9 .9 .2 .5 1 45. .3 .4 .8 .5 .1 .9 .9 .2 .5 1 46. .3 .4 .8 .5 .1 .9 .9 .2 .5 1 47. .3 .4 .8 .5 .1 .9 .9 .2 .5 1 48. .3 .4 .7 .5 .1 .8 .9 .2 .5 1 49. .3 .4 .7 .5 .1 .8 .9 .2 .5 1 50. .3 .4 .7 .5 .1 .8 .8 .2 .4 1 51. .3 .4 .7 .5 .1 .8 .8 .2 .4 1 52. .3 .4 .7 .5 .1 .8 .8 .2 .4 1 53. .3 .3 .7 .5 .1 .8 .8 .2 .4 1 54. .3 .3 .7 .4 .1 .8 .8 .2 .4 1 55. .3 .3 .7 .4 .1 .8 .8 .2 .4 1 56. .3 .3 .7 .4 .1 .8 .8 .2 .4 1 57. .3 .3 .6 .4 .1 .7 .8 .2 .4 1 58. .3 .3 .6 .4 .1 .7 .8 .2 .4 1 59. .3 .3 .6 .4 .1 .7 .8 .2 .4 2 0. .3 .3 .6 .4 .1 .7 .8 .2 .4 2 1. .2 .3 .6 .4 .1 .7 .7 .2 .4 2 2. .2 .3 .5 .4 .1 .6 .7 .2 .3 2 3. .2 .3 .5 .3 .1 .6 .6 .2 .3 2 4. .2 .2 .5 .3 .1 .5 .5 .1 .3 2 5. .2 .2 .4 .3 .1 .5 .5 .1 .2 2 6. .2 .2 .4 .3 .1 .4 .4 .1 .2 2 7. .2 .2 .4 .2 .0 .4 .4 .1 .2 2 8. .2 .2 .4 .2 .0 .4 .4 .1 .2 2 9. .2 .2 .4 .2 .0 .4 .3 .1 .2 2 10. .2 .2 .3 .2 .0 .3 .3 .1 .2 2 11. .2 .2 .3 .2 .0 .3 .3 .1 .2 2 12. .2 .2 .3 .2 .0 .3 .3 .1 .2 2 13. .2 .2 .3 .2 .0 .3 .2 .1 .1 2 14. .2 .2 .3 .2 .0 .3 .2 .0 .1 2 15. .2 .2 .3 .2 .0 .3 .2 .0 .1 2 16. .2 .2 .3 .2 .0 .2 .2 .0 .1 2 17. .2 .2 .3 .2 .0 .2 .2 .0 .1 2 18. .2 .2 .3 .1 .0 .2 .2 .0 .1 2 19. .2 .2 .2 .1 .0 .2 .2 .0 .1 2 20. .2 .2 .2 .1 .0 .2 .1 .0 .1 2 21. .2 .2 .2 .1 .0 .2 .1 .0 .1 2 22. .2 .1 .2 .1 .0 .2 .1 .0 .1 2 23. .1 .1 .2 .1 .0 .2 .1 .0 .1 2 24. .1 .1 .2 .1 .0 .2 .1 .0 .1 2 25. .1 .1 .2 .1 .0 .2 .1 .0 .1 2 26. .1 .1 .2 .1 .0 .2 .1 .0 .1 2 27. .1 .1 .2 .1 .0 .2 .1 .0 .1 2 28. .1 .1 .2 .1 .0 .2 .1 .0 .1 B-7 2 29. .1 .1 .2 .1 .0 . .1 .1 .0 .1 2 30. .1 .1 .2 .1 .0 .1 .1 .0 .1 '2 2 31. 32. .1 .1 A .1 .2 .2 .1 .1 .0 .0 .1 .1 .1 .1 .0 .0 A .1 2 33. .1 .1 .2 .1 .0 .1 .1 .0 .1 2 34. .1 .1 .2 .1 .0 .1 .1 .0 .1 2 35. .1 .1 .1 .1 .0 .1 .1 .0 .1 ' 2 36. .1 .1 .1 .1 .0 .1 .1 .0 .1 2 37. .1 .1 .1 .1 .0 .1 .1 .0 .0 2 38. .1 .1 .1 .1 .0 .1 .1 .0 .0 39. .1 .1 .1 .1 .0 .1 .1 .0 .0 '2 2 40. .1 .1 .1 .1 .0 .1 .0 .0 .0 2 41. .1 .1 .1 .1 .0 .1 .0 .0 .0 2 42. .1 .1 .1 .1 .0 .1 .0 A A ' 2 43. .1 .1 .1 .1 .0 .1 .0 .0 .0 2 44. .1 .1 .1 .1 .0 .1 .0 .0 .0 2 45. .1 .1 .1 .1 .0 .1 .0 .0 .0 46. .1 .1 .1 .1 .0 .1 .0 .0 .0 '2 2 47. .1 .1 .1 .1 .0 .1 .0 .0 .0 2 48. .1 .1 .1 .1 .0 .1 .0 .0 .0 2 49. .1 .1 .1 .0 .0 .1 .0 .0 .0 2 50. .1 .1 .1 .0 .0 .1 .0 .0 .0 2 51. .1 .1 .1 .0 .0 .1 .0 .0 .0 2 52. .1 .1 .1 .0 .0 .1 .0 .0 .0 2 53. .1 .1 .1 .0 .0 .1 .0 .0 .0 2 54. .1 .1 .1 .0 .0 .1 .0 .0 .0 2 55. .1 .1 .1 .0 .0 .1 .0 .0 .0 2 56. .1 .1 .1 .0 .0 .1 .0 .0 .0 ' 2 2 57" 58. A .1 A .1 .1 .1 A .0 A .0 .0 .0 .0 .0 A .0 A .0 2 59. .1 .1 .1 .0 .0 .0 .0 .0 .0 3 0. .1 .1 .1 .0 .0 .0 .0 .0 .0 3 1. .1 .1 .1 .0 .0 .0 .0 .0 .0 3 2. .1 .1 .1 .0 .0 .0 .0 .0 .0 3 3. .1 .0 .1 .0 .0 .0 .0 .0 .0 3 4. .1 .0 .1 .0 .0 .0 .0 .0 .0 5. .1 .0 .1 .0 .0 .0 .0 .0 .0 '3 3 6. .1 .0 .1 .0 .0 .0 .0 .0 .0 3 7. .1 .0 .1 .0 .0 .0 .0 .0 .0 3 8. .1 A A .0 A .0 .0 A A ' 3 9. .1 .0 .1 .0 .0 .0 .0 .0 .0 3 10. .1 .0 .1 .0 .0 .0 .0 .0 .0 3 11. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 12. .1 .0 .0 .0 .0 .0 .0 .0 .0 ' 3 13. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 14. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 15. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 16. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 17. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 18. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 19. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 20. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 21. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 22. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 23, .1 A A .0 A .0 .0 .0 .0 3 24. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 25. .1 .0 .0 .0 .0 .0 .0 .0 .0 3 26. .0 .0 .0 .0 .0 .0 .0 .0 .0 3 27. .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 3 28. .0 .0 .0 .0 .0 .0 .0 .0 .0 3 29. .0 .0 .0 .0 .0 .0 .0 .0 .0 3 30. .0 .0 .0 .0 .0 .0 .0 .0 .0 11111011 SPRINGS NORTN - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, 61S VILLAGE 10 YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-X LIDSTONE & ANDERSON JUNE 96 *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** I WATERSHED AREA (ACRES) 159.100 ' TOTAL RAINFALL (INCHES) 1.833 TOTAL INFILTRATION (INCHES) .413 ' TOTAL WATERSHED OUTFLOW (INCHES) 1.203 , TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .217 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 ' WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE ' 10-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-X LIDSTONE & ANDERSON JUNE 96 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) ' 201 202 0 3 .1 1. .0010 .0 .0 .001 10.00 0 202 209 0 3 .1 1. .0010 .0 .0 .001 10.00 0 203 209 0 3 .1 1. .0010 .0 .0 .001 10.00 0 209 210 0 3 .1 1. .0010 .0 .0 .001 10.00 0 210 310 0 3 .1 1. .0010 .0 .0 .001 10.00 0 310 140 14 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW , .0 .0 .6 .5 1.1 1.3 1.7 2.1 2.7 3.1 3.6 4.2 4.1 7.0 5.1 7.5 6.1 7.5 7.4 7.9 8.8 8.4 9.8 8.6 10.6 8.8 10.9 9.0 214 315 0 3 .1 1. .0010 .0 .0 .001 10.00 ' 0 215 315 0 3 .1 1. .0010 .0 .0 .001 10.00 0 315 216 6 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 2.0 .2 3.0 .6 4.0 .8 4.5 1.2 5.0 , 216 116 0 3 .1 1. .0010 .0 .0 .001 10.00 0 116 140 0 1 CHANNEL 10.0 1650. .0030 4.0 4.0 .035 5.00 0 140 299 0 1 CHANNEL 10.0 700. .0030 4.0 4.0 .035 5.00 0 220 224 0 3 .1 1. .0010 .0 .0 .001 10.00 ' 0 224 324 0 3 .1 1. .0010 .0 .0 .001 10.00 0 324 124 6 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW , .0 .0 .2 4.0 .6 6.0 1.5 8.0 2.7 10.0 4.4 12.0 124 226 0 2 PIPE 3.0 825. .0080 .0 .0 .011 5.00 0 226 326 0 3 .1 1. .0010 .0 .0 .001 10.00 0 326 299 5 2 PIPE .1 1. .0010 .0 .0 .001 .10 ' 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 4.0 .4 6.0 1.0 8.0 1.9 10.0 130 131 0 2 PIPE 3.0 450. .0070 .0 .0 .013 3.00 0 131 330 0 2 PIPE 3.5 250. .0070 .0 .0 .013 3.50 ' 0 330 241 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.0 .2 2.0 .6 3.0 1.1 4.0 1.9 5.0 ' 3.0 6.0 250 350 0 3 .1 1. .0010 .0 .0 .001 10.00 0 350 216 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 , RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.0 .3 2.0 .6 4.1 '1.1 260 160 0 3 .1 1. .0010 160 261 0 5 PIPE 1.5 275: .0100 OVERFLOW .0 275. .0100 262 0 3 .1 1. .0010 '261 262 362 0 3 .1 1. .0010 362 241 3 2 PIPE .1 1. .0010 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW '.0 .0 1.3 6.3 2.4 7.5 241 141 0 3 .1 1. .0010 141 299 0 1 CHANNEL 10.0 500. .0030 299 0 0 3 .1 1. .0010 ' TOTAL NUMBER OF GUTTERS/PIPES, 31 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 10-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-X LIDSTONE & ANDERSON JUNE 96 ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TR 116 216 0 0 0 0 0 0 0 0 0 0 124 324 0 0 0 0 0 0 0 0 0 0 ' 130 0 0 0 0 0 0 0 0 0 0 30 131 130 0 0 0 0 0 0 0 0 0 31 140 310 116 0 0 0 0 0 0 0 0 40 141 241 0 0 0 0 0 0 0 0 0 0 ' 160 260 0 0 0 0 0 0 0 0 0 0 201 0 0 0 0 0 0 0 0 0 0 1 202 201 0 0 0 0 0 0 0 0 0 2 ' 203 0 0 0 0 0 0 0 0 0 0 3 209 202 203 0 0 0 0 0 0 0 0 4 210 209 0 0 0 0 0 0 0 0 0 6 214 0 0 0 0 0 0 0 0 0 0 14 215 0 0 0 0 0 0 0 0 0 0 15 216 315 350 0 0 0 0 0 0 0 0 16 220 0 0 0 0 0 0 0 0 0 0 20 224 220 0 0 0 0 0 0 0 0 0 23 226 124 0 0 0 0 0 0 0 0 0 25 241 330 362 0 0 0 0 0 0 0 0 42 250 0 0 0 0 0 0 0 0 0 0 50 260 0 0 0 0 0 0 0 0 0 0 60 261 160 0 0 0 0 0 0 0 0 0 61 262 261 0 0 0 0 0 0 0 0 0 62 299 140 326 141 0 0 0 0 0 0 0 41 ' 310 210 0 0 0 0 0 0 0 0 0 0 315 214 215 0 0 0 0 0 0 0 0 0 324 224 0 0 0 0 0 0 0 0 0 0 326 226 0 0 0 0 0 0 0 0 0 0 330 131 0 0 0 0 0 0 0 0 0 32 350 250 0 0 0 0 0 0 0 0 0 0 362 262 0 0 0 0 0 0 0 0 0 0 ' WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2 TIMBERLINE RD WS VILLAGE 10-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-X LIDSTONE & ANDERSON JUNE 96 ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 7 CONVEYANCE ELEMENTS 3.0 .8 3.5 1.1 4.0 .0 .0 .001 10.00 0 .0 .0 .013 1.50 0 10.0 10.0 .035 5.00 .0 .0 .001 10.00 0 .0 .0 .001 10.00 0 .0 .0 .001 .10 0 .0 .0 .001 10.00 0 4.0 4.0 .035 5.00 0 .0 .0 .001 10.00 0 IBUTARY SUBAREA O.A.(AC) 0 0 0 0 0 0 0 0 0 22.2 0 0 0 0 0 0 0 0 0 25.7 0 0 0 0 0 0 0 0 0 5.9 0 0 0 0 0 0 0 0 0 9.5 0 0 0 0 0 0 0 0 0 93.7 0 0 0 0 0 0 0 0 0 28.7 0 0 0 0 0 0 0 0 0 8.9 0 0 0 0 0 0 0 0 0 8.5 0 0 0 0 0 0 0 0 0 12.6 0 0 0 0 0 0 0 0 0 5.7 5 7 9 0 0 0 0 0 0 46.1 8 10 0 0 0 0 0 0 0 65.1 0 0 0 0 0 0 0 0 0 4.8 0 0 0 0 0 0 0 0 0 4.4 39 0 0 0 0 0 0 0 0 22.2 21 22 0 0. 0 0 0 0 0 20.4 24 0 0 0 0 0 0 0 0 25.7 26 0 0 0 0 0 0 0 0 32.4 0 0 0 0 0 0 0 0 0 28.7 0 0 0 0 0 0 0 0 0 8.1 0 0 0 0 0 0 0 0 0 8.9 0 0 0 0 0 0 0 0 0 11.0 0 0 0 0 0 0 0 0 0 15.7 0 0 0 0 0 0 0 0 0 159.1 0 0 0 0 0 0 0 0 0 65.1 0 0 0 0 0 0 0 0 0 9.2 0 0 0 0 0 0 0 0 0 25.7 0 0 0 0 0 0 0 0 0 32.4 0 0 0 0 0 0 0 01 0 11.5 0 0 0 0 0 0 0 0 0 8.1 0 0 0 0 0 0 0 0 0 15.7 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) 350 362 299 116 140 141 160 ' 0 1. .00 .00 .00 .00 .00 .00 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 2. .00 .00 .00 .00 .00 .00 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .01( ) 0 3. .01 .01 .01 .00 .00 .00 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .01( ) ' 0 4. .01 .01 .01 .00 .00 .00 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .02( ) 0 5. .01 .02 .02 .00 .00 .00 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .02( ' ) 0 6. .01 .02 .02 .00 .00 .00 .01 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .03( ) 0 7. .02 .02 .02 .00 .00 .00 .01 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .03( ' ) 0 8. .02 .03 .04 .00 .00 .00 .01 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .04( ) 0 9. .02 .03 .03 .00 .00 .00 .02 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .04( ) , 0 10. .02 .03 .04 .00 .00 .00 .02 .00( ) .00(S) .00( ) .00( ) .00( ) .00( ) .05( ) 0 11. .02 .03 .05 .00 .00 .00 .02 ' .00( ) .00(S) .00( ) .00( ) .00( ) .00( ) .05( ) 0 12. .04 .03 .14 .00 .00 .00 .07 .00(S) .00(S) .00( ) .00( ) .00( ) .01( ) .09( ) 0 13. .04 .04 .35 .00 .01 .01 .30 , .00(S) .00(S) .00( ) .00( ) .01( ) .01( ) .18( ) 0 14. .06 .05 .55 .00 .01 .02 .77 .00(S) .00(S) .00( ) .00( ) .01( ) .01( ) .28( ) 0 15. .08 .06 .83 .00 .03 .03 1.34 ' .00(S) .01(S) .00( ) .01( ) .02( ) .02( ) .36( ) 0 16. .11 .09 1.16 .01 .06 .06 2.00 .01(S) .01(S) .00( ) .01( ) .03( ) .03( ) .44( ) ' 0 17. .15 .12 1.58 .01 .10 .11 2.73 .01(S) .02(S) .00( ) .01( ) .04( ) .04( ) .52( ) 0 18. .19 .15 1.93 .02 .16 .18 3.37 .01(S) .02(S) .00( ) .01( ) .05( ) .05( ) .58( ' ) 0 19. .24 .20 2.35 .03 .23 .26 3.87 .01(S) .03(S) .00( ) .02( ) .06( ) .07( ) .63( ) 0 20. .29 .24 2.72 .04 .32 .37 4.25 .02(S) .04(S) .00( ) .02( ) .08( ) .08( ) .66( ' ) 0 21. .36 .30 3.91 .06 .44 .52 5.41 .02(S) .05(S) .00( ) .03( ) .09( ) AN ) .76( ) 0 22. .45 .38 5.13 .09 .64 .74 7.38 .03(S) .07(S) .00( ) .03( ) .11( ) .13( ) .93( ' ) 0 23. .55 .48 6.30 .12 .88 1.04 8.89 .04(S) .09(S) .00( ) .04( ) .14( ) .15( ) 1.06( ) 0 24. .67 .59 7.48 .17 1.17 1.38 9.91 , .04(S) .11(S) .00( ) .05( ) .16( ) .18( ) 1.16( ) 0 25. .79 .71 8.60 .24 1.48 1.75 10.57 .05(S) .13(S) .00( ) .06( ) .19( ) .21( ) 1.24( ) 0 26. .93 .83 10.55 .31 1.85 2.17 11.32 , .06(S) .16(S) .00( ) .08( ) .22( ) .24( ) 1.57( ) 0 27. 1.06 .98 12.43 .42 2.32 2.67 11.91 .07(S) .19(S) .00( ) .09( ) .25( ) .27( ) 1.74( ) I 0 28. 1.12 1.13 14.21 .54 2.83 3.20 12.93 .09(S) .22(S) .00( ) AN ) .28( ) .30( ) .1.85( ) 0 29. 1.19 1.29 16.09 .68 3.40 3.76 14.09 .10(S) .25(S) .00( ) .12( ) .31( ) .33( ) 1.93( ) 0 30. 1.27 1.46 17.93 .83 4.01 4.33 15.22 .11(S) .28(S) .00( ) AR ) .34( ). .35( ) 1.99( ) 0 31. 1.37 1.67 22.62 1.02 4.87 5.09 17.65 .13(S) .32(S) .00( ) .15( ) .38( ) .39( ) 2.08( ) 0 32. 1.50 1.93 27.06 1.28 6.14 6.12 22.17 .15(S) .38(S) .00( ) .17( ) AR ) AR ) 2.21( ) 0 33. 1.65 2.24 31.11 1.60 7.67 7.25 27.00 .18(S) .44(S) .00( ) .20( ) .49( ) .48( ) 2.32( ) 0 34. 1.82 2.60 35.28 1.97 9.37 8.38 31.16 .21(S) .51(S) .00( ) .22( ) .55( ) .52( ) 2.40( ) 0 35. 2.00 2.99 39.22 2.40 11.21 9.47 34.44 .24(S) .59(S) .00( ) .25( ) .61( ) .56( ) 2.45( ) 0 36. 2.09 3.36 38.70 2.84 12.70 10.19 33.99 .27(S) .66(S) .00( ) .28( ) .66( ) .58( ) 2.44( ) 0 37. 2.15 3.69 38.83 3.25 13.65 10.45 30.30 .30(S) .73(S) .00( ) .30( ) .68( ) .59( ) 2.38( ) 0 38. 2.21 3.98 39.20 3.67 14.40 10.59 26.94 .32(S) .78(S) .00( ) .32( ) .70( ) .59( ) 2.32( ) 0 39. 2.26 4.24 39.87 4.09 15.08 10.70 24.47 .34(S) .83(S) .00( ) .34( ) .72( ) .59( ) 2.27( ) 0 40. 2.31 4.47 40.60 4.51 15.74 10.81 22.76 .35(S) .88(S) .00( ) .36( ) .74( ) .60( ) 2.23( ) 0 41. 2.35 4.68 40.20 4.92 16.27 10.86 20.88 .37(S) .92(S) .00( ) .38( ) .75( ) .60( ) 2.18( ) 0 42. 2.39 4.87 39.85 5.29 16.60 10.80 18.68 .39(S) .96(S) .00( ) AN ) .76( ) .60( ) 2.12( ) 0 43. 2.43 5.03 39.64 5.63 16.84 10.74 16.78 .40(S) .99(S) .00( ) .41( ) .77( ) .60( ) 2.05( ) 0 44. 2.46 5.17 39.53 5.96 17.06 10.69 15.26 .41(S) 1.02(S) .00( ) .43( ) .77( ) .59( ) 1.99( ) 0 45. 2.49 5.30 39.58 6.27 17.32 10.66 14.09 .42(S) 1.04(S) .00( ) .44( ) .78( ) .59( ) 1.93( ) 0 46. 2.51 5.41 39.49 6.56 17.62 10.64 13.09 .43(S) 1.07(S) .00( ) .45( ) .79( ) .59( ) 1.86( ) 0 47. 2.54 5.52 39.54 6.82 17.92 10.62 12.20 .44(S) 1.09(S) .00( ) .46( ) .79( ) .59( ) 1.78( ) 0 48. 2.56 5.61 39.64 7.06 18.25 10.61 11.51 .45(S) 1.11(S) .00( ) .47( ) .80( ) .59( ) 1.67( ) 0 49. 2.58 5.69 39.85 7.27 18.59 10.61 10.64 .46(S) 1.12(S) .00( ) .48( ) .81( ) .59( ) 1.25( ) 0 50. 2.60 5.77 40.07 7.48 18.93 10.62 8.72 .46(S) 1.14(S) .00( ) .48( ) .82( ) .59( ) 1.04( ) 0 51. 2.61 5.83 40.20 7.66 19.21 10.63 8.08 .47(S) 1.15(S) .00( ) .49( ) .83( ) .59( ) .99( ) 0 52. 2.63 5.88 40.28 7.82 19.42 10.64 7.59 .48(S) 1.16(S) .00( ) .50( ) .83( ) .59( ) .94( ) 0 53. 2.65 5.93 40.36 7.97 19.59 10.65 7.20 .48(S) 1.17(S) .00( ) .50( ) .83( ) .59( ) .91( ) 0 54. 2.66 5.97 40.40 8.10 19.72 10.67 6.90 .49(S) 1.18(S) .00( ) .51( ) .84( ) .59( ) .89( ) 0 55. 2.67 6.01 40.46 8.22 19.82 10.69 6.65 .49(S) 1.19(S) .00( ) .51( ) .84( ) .59( ) .87( ) 0 56. 2.68 6.05 40.40 8.32 19.89 10.71 6.34 .50(S) 1.19(S) .00( ) .52( ) .84( ) .59( ) .84( ) 0 57. 2.69 6.08 40.34 8.41 19.93 10.72 5.99 .50(S) 1.20(S) .00( ) .52( ) .84( ) .60( ) .81( ) 0 58. 2.70 6.11 40.26 8.48 19.94 10.72 5.70 .50(S) 1.21(S) .00( ) .52( ) .84( ) .60( ) .79( ) 0 59. 2.71 6.14 40.20 8.55 19.94 10.73 5.47 .51(S) 1.21(S) .00( ) .52( ) .84( ) .60( ) .77( ) 1 0. 2.72 6.16 40.12 8.60 19.92 10.74 5.28 .51(S) 1.22(S) .00( ) .53( ) .84( ) .60( ) .75( ) 81a ' 1 1. 2.73 6.18 40.07 8.64 19.90 10.75 5.11 .51(S) 1.22(S) .00( ) .53( ) .84( ) .60( ) .74( ) 1 2. 2.74 6.20 39.99 8.68 19.87 10.76 4.98 .52(S) 1.22(S) .00( ) .53( ) .84( ) .60( ) .73( ' ) 1 3. 2.74 6.21 39.95 8.71 19.83 10.78 4.86 .52(S) 1.23(S) .00( ) .53( ) .84( ) .60( ) .72( ) 1 4. 2.75 6.23 39.88 8.74 19.80 10.79 4.76 .52(S) 1.23(S) .00( ) .53( ) .84( ) .60( ) .71( ' ) 1 5. 2.75 6.24 39.84 8.75 19.76 10.80 4.67 .52(S) 1.23(S) .00( ) .53( ) .84( ) .60( ) .70( ) 1 6. 2.76 6.26 39.68 8.76 19.70 10.81 4.51 .53(S) 1.23(S) .00( ) .53( ) .84( ) .60( ) .69( ) 1 7. 2.76 6.27 39.56 8.77 19.64 10.81 4.28 .53(S) 1.24(S) .00( ) .53( ) .84( ) .60( ) .67( ) 1 8. 2.77 6.27 39.40 8.76 19.56 10.81 4.10 t .53(S) 1.24(S) .00( ) .53( ) .83( ) .60( ) .65( ) 1 9. 2.77 6.28 39.28 8.76 19.48 10.80 3.94 .53(S) 1.24(S) .00( ) .53( ) .83( ) .60( ) .64( ) 1 10. 2.77 6.28 39.13 8.74 19.39 10.79 3.81 ' .53(S) 1.24(S) .00( ) .53( ) .83( ) .60( ) .63( ) 1 11. 2.77 6.28 38.95 8.73 19.30 10.78 3.64 .53(S) 1.24(S) .00( ) .53( ) .83( ) .60( ) .61( ) ' 1 12. 2.78 6.28 38.75 8.71 19.20 10.76 3.42 .53(S) 1.24(S) .00( ) .53( ) .82( ) .60( ) .59( ) 1 13. 2.78 6.28 38.58 8.68 19.09 10.74 3.25 .53(S) 1.24(S) .00( ) .53( ) .82( ) .60( ) .57( ' ) 1 14. 2.78 6.27 38.39 8.65 18.98 10.72 3.10 .53(S) 1.24(S) .00( ) .53( ) .82( ) .60( ) .56( ) 1 15. 2.78 6.27 38.23 8.62 18.87 10.70 2.98 .53(S) 1.24(S) .00( ) .53( ) .82( ) .59( ) .55( ' ) 1 16. 2.78 6.26 38.00 8.59 18.75 10.67 2.82 .53(S) 1.23(S) .00( ) .53( ) .81( ) .59( ) .53( ) 1 17. 2.77 6.25 37.80 8.56 18.63 10.64 2.63 .53(S) 1.23(S) .00( ) .52( ) .81( ) .59( ) .51( ) 1 18. 2.77 6.23 37.57 8.52 18.51 10.60 2.46 .53(S) 1.23(S) .00( ) .52( ) .81( ) .59( ) .49( ) 1 19. 2.77 6.22 37.39 8.48 18.38 10.57 2.33 t .53(S) 1.23(S) .00( ) .52( ) .81( ) .59( ) .48( ) 1 20. 2.77 6.21 37.19 8.44 18.26 10.54 2.22 .53(S) 1.22(S) .00( ) .52( ) .80( ) .59( ) .47( ) 1 21. 2.77 6.19 37.03 8.40 18.15 10.50 2.13 ' .53(S) 1.22(S) .00( ) .52( ) .80( ) .59( ) .46( ) 1 22. 2.76 6.17 36.84 8.36 18.03 10.47 2.05 .53(S) 1.22(S) .00( ) .52( ) .80( ) .59( ) .45( ) 1 23. 2.76 6.15 36.70 8.32 17.93 10.44 1.99 , .53(S) 1.21(S) .00( ) .52( ) .79( ) .59( ) .44( ) 1 24. 2.76 6.13 36.54 8.28 17.82 10.41 1.93 .52(S) 1.21(S) .00( ) .51( ) .79( ) .59( ) .44( ) ' 1 25. 2.75 6.11 36.41 8.24 17.72 10.38 1.88 .52(S) 1.21(S) .00( ) .51( ) .79( ) .58( ) .43( ) 1 26. 2.75 6.09 36.21 8.20 17.62 10.35 1.79 .52(S) 1.20(S) .00( ) .51( ) .79( ) .58( ) .42( ) 1 27. 2.74 6.07 36.04 8.15 17.52 10.31 1.66 .52(S) 1.20(S) .00( ) .51( ) .78( ) .58( ) AN ) 1 28. 2.74 6.05 35.84 8.11 17.41 10.27 1.55 .52(S) 1.19(S) .00( ) .51( ) .78( ) .58( ) .39( ) , 1 29. 2.73 6.03 35.68 8.06 17.30 10.22 1.45 .52(S) 1.19(S) .00( ) .51( ) .78( ) .58( ) .38( ) 1 30. 2.73 6.00 35.49 8.02 17.20 10.18 1.37 .51(S) 1.18(S) .00( ) .50( ) .78( ) .58( ) .37( ) , 1 31. 2.72 5.98 35.35 7.98 17.10 10.14 1.30 .51(S) 1.18(S) .00( ) .50( ) .77( ) .58( ) .36( ) 1 32. 2.72 5.95 35.18 7.93 17.00 10.10 1.24 ' .51(S) 1.17(S) .00( ) .50( ) .77( ) .58( ) .35( ) 1 33. 2.71 5.92 35.04 7.89 16.91 10.06 1.19 .51(S) 1.17(S) .00( ) .50( ) .77( ) .57( ) .34( ) ' 013 1 34. 2.71 5.90 34.89 .51(S) 1.16(S) .00( ) 1 35. 2.70 5.87 34.77 .50(S) 1.16(S) .00( ) 1 36. 2.70 5.84 34.62 .50(S) 1.15(S) .00( ) 1 37. 2.69 5.82 34.51 .50(S) 1.15(S) .00( ) 1 38. 2.68 5.79 34.37 .50(S) 1.14(S) .00( ) 1 39. 2.68 5.76 34.27 .49(S) 1.14(S) .00( ) 1 40. 2.67 5.73 34.14 .49(S) 1.13(S) .00( ) 1 41. 2.67 5.71 34.05 .49(S) 1.13(S) .00( ) 1 42. 2.66 5.68 33.93 .49(S) 1.12(S) .00( ) 1 43. 2.65 5.65 33.84 .49(S) 1.11(S) .00( ) 1 44. 2.65 5.62 33.72 .48(S) 1.11(S) .00( ) 1 45. 2.64 5.59 33.64 .48(S) 1.10(S) .00( ) 1 46. 2.63 5.57 33.53 .48(S) 1.10(S) .00( ) 1 47. 2.63 5.54 33.45 .48(S) 1.09(S) .00( ) 1 48. 2.62 5.51 33.34 .47(S) 1.09(S) .00( ) 1 49. 2.61 5.48 33.26 .47(S) 1.08(S) .00( ) 1 50. 2.61 5.46 33.16 .47(S) 1.08(S) .00( ) 1 51. 2.60 5.43 33.08 .47(S) 1.07(S) .00( ) 1 52. 2.60 5.40 32.98 .46(S) 1.07(S) .00( ) 1 53. 2.59 5.37 32.91 .46(S) 1.06(S) .00( ) 1 54. 2.58 5.35 32.81 .46(S) 1.05(S) .00( ) 1 55. 2.58 5.32 32.74 .46(S) 1.05(S) .00( ) 1 56. 2.57 5.29 32.65 .45(S) 1.04(S) .00( ) 1 57. 2.56 5.27 32.58 .45(S) 1.04(S) .00( ) 1 58. 2.56 5.24 32.49 .45(S) 1.03(S) .00( ) 1 59. 2.55 5.21 32.43 .45(S) 1.03(S) .00( ) 2 0. 2.54 5.19 32.33 .44(S) 1.02(S) .00( ) 2 1. 2.54 5.16 32.23 .44(S) 1.02(S) .00( ) 2 2. 2.53 5.13 32.10 .44(S) 1.01(S) .00( ) 2 3. 2.52 5.11 31.99 .44(S) 1.01(S) .00( ) 2 4. 2.51 5.08 31.85 .43(S) 1.00(S) .00( ) 2 5. 2.51 5.05 31.75 .43(S) .99(S) .00( ) 2 6. 2.50 5.02 31.61 .43(S) .99(S) .00( ) 7.85 16.82 .50( ) .77( ) 7.80 16.73 .50( ) .76( ) 7.76 16.65 .50( ) .76( ) 7.72 16.57 .49( ) .76( ) 7.68 16.49 .49( ) .76( ) 7.64 16.42 .49( ) .76( ) 7.60 16.35 .49( ) .75( ) 7.56 16.28 .49( ) .75( ) 7.52 16.21 .49( ) .75( ) 7.48 16.15 .49( ) .75( ) 7.44 16.08 .48( ) .75( ) 7.40 16.02 .48( > .75( ) 7.37 15.96 .48( ) .74( ) 7.33 15.90 .48( ) .74( ) 7.29 15.85 .48( ) .74( ) 7.26 15.79 .48( ) .74( ) 7.22 15.74 .48( ) .74( ) 7.19 15.69 .47( ) .74( ) 7.15 15.63 .47( ) .74( ) 7.12 15.58 .47( ) .73( ) 7.08 15.53 .47( ) .73( ) 7.05 15.49 .47( ) .73( ) 7.02 15.44 .47( ) .73( ) 6.99 15.39 .47( ) .73( ) 6.95 15.35 .47( ) .73( ) 6.92 15.30 .46( ) .73( ) 6.89 15.26 .46( ) .73( ) 6.86 15.21 .46( ) .72( ) 6.83 15.16 .46( ) .72( ) 6.80 15.10 .46( ) .72( ) 6.76 15.04 .46( ) .72( ) 6.73 14.99 .46( ) .72( ) 6.70 14.93 .46( ) .72( ) 10.02 .57( ) 9.98 .57( ) 9.94 .57( ) 9.90 .57( ) 9.86 .57( ) 9.82 .57( ) 9.79 .57( ) 9.75 .56( ) 9.71 .56( ) 9.68 .56( ) 9.64 .56( ) 9.60 .56( ) 9.57 .56( ) 9.53 .56( ) 9.50 .56( ) 9.46 .55( ) 9.42 .55( ) 9.39 .55( ) 9.35 .55( ) 9.32 .55( ) 9.28 .55( ) 9.25 .55( ) 9.21 .55( ) 9.18 .55( ) 9.14 .54( ) 9.11 .54( ) 9.08 .54( ) 9.04 .54( ) 9.00 .54( ) 8.95 .54( ) 8.91 .54( ) 8.86 .53( ) 8.82 .53( ) 1.14 .33( ) 1.11 .33( > 1.07 .32( ) 1.04 .32( ) 1.02 .32( ) 1.00 .31( ) .98 .31( > .96 .31( ) .94 .30( ) .93 .30( ) .91 .30( ) .90 .30( ) .89 .30( ) .88 .29( ) .87 .29( ) .86 .29( ) .85 .29( ) .85 .29( ) .84 .29( ) .83 .29( ) .83 .28( ) .82 .28( ) .82 .28( ) .81 .28( ) .81 .28( ) .80 .28( ) .80 .28( ) .76 .27( ) .69 .26( ) .62 .25( ) .55 .23( ) .50 .22( ) .45 .21( ) 2 7. 2 8. 2 9. 2 10. 2 11. 2 12. 2 13. 2 14. 2 15. 2 16. 2 17. 2 18. 2 19. 2 20. 2 21. 2 22. 2 23. 2 24. 2 25. 2 26. 2 27. 2 28. 2 29. 2 30. 2 31. 2 32. 2 33. 2 34. 2 35. 2 36. 2 37. 2 38. 2 39. 2.49 .42(S) 2.48 .42(S) 2.48 .42(S) 2.47 .42(S) 2.46 .41(S) 2.45 .41(S) 2.45 .41(S) 2.44 .40(S) 2.43 .40(S) 2.42 .40(S) 2.41 .39(S) 2.41 .39(S) 2.40 .39(S) 2.39 .39(S) 2.38 .38(S) 2.37 .38(S) 2.37 .38(S) 2.36 .37(S) 2.35 .37(S) 2.34 .37(S) 2.34 .36(S) 2.33 .36(S) 2.32 .36(S) 2.31 .36(S) 2.30 .35(S) 2.30 .35(S) 2.29 .35(S) 2.28 .34(S) 2.27 .34(S) 2.26 .34(S) 2.26 .33(S) 2.25 .33(S) 2.24 .33(S) 4.99 31.52 .98(S) .00( ) 4.96 31.39 .98(S) .00( ) 4.93 31.30 .97(S) .00( ) 4.90 31.17 .97(S) .00( ) 4.87 31.09 .96(S) .00( ) 4.84 30.97 .95(S) .00( ) 4.81 30.89 .95(S) .00( ) 4.78 30.78 .94(S) .00( ) 4.75 30.70 .94(S) .00( ) 4.72 30.59 .93(S) .00( ) 4.69 30.51 .92(S) .00( ) 4.66 30.41 .92(S) .00( ) 4.63 30.34 .91(S) .00( ) 4.60 30.24 .91(S) .00( ) 4.57 30.17 .90(S) .00( ) 4.54 30.07 .89(S) .00( ) 4.51 30.00 .89(S) .00( ) 4.48 29.90 .88(S) .00( ) 4.45 29.84 .88(S) .00( ) 4.42 29.74 .87(S) .00( ) 4.39 29.68 .86(S) .00( ) 4.36 29.58 .86(S) .00( ) 4.33 29.52 .85(S) .00( ) 4.30 29.43 .85(S) .00( ) 4.28 29.37 .84(S) .00( ) 4.25 29.27 .84(S) .00( ) 4.22 29.21 .83(S) .00( ) 4.19 29.12 .82(S) .00( ) 4.16 29.06 .82(S) .00( ) 4.13 28.97 .81(S) .00( ) 4.11 28.91 .81(S) .00( ) 4.08 28.82 .80(S) .00( ) 4.05 28.76 .80(S) .00( ) 6.66 14.87 .45( ) .72( ) 6.63 14.81 .45( ) .71( ) 6.60 14.76 .45( ) .71( ) 6.57 14.71 .45( ) .71( ) 6.54 14.65 .45( ) .71( ) 6.50 14.60 .45( ) .71( ) 6.47 14.55 .45( ) .71( ) 6.44 14.51 .45( ) .71( ) 6.41 14.46 .44( ) .70( ) 6.38 14.42 .44( ) .70( ) 6.35 14.37 .44( ) .70( ) 6.32 14.33 .44( ) .70( ) 6.29 14.29 .44( ) .70( ) 6.26 14.24 .44( ) .70( ) 6.23 14.20 .44( ) .70( ) 6.20 14.16 .44( ) .70( ) 6.18 14.12 .43( ) .70( ) 6.15 14.09 .43( ) .69( ) 6.12 14.05 .43( ) .69( ) 6.09 14.01 .43( ) .69( ) 6.06 13.98 .43( ) .69( ) 6.04 13.94 .43( ) .69( ) 6.01 13.90 .43( ) .69( ) 5.98 13.87 .43( ) .69( ) 5.95 13.84 .43( ) .69( ) 5.92 13.80 .42( ) .69( ) 5.90 13.77 .42( ) .69( ) 5.87 13.73 .42( ) .68( ) 5.84 13.70 .42( ) .68( ) 5.81 13.67 .42( ) .68( ) 5.78 13.63 .42( ) .68( ) 5.75 13.60 .42( ) .68( ) 5.72 13.56 .42( ) .68( ) 8.77 .53( ) 8.72 .53( ) 8.68 .53( ) 8.64 .53( ) 8.59 .53( ) 8.55 .52( ) 8.51 .52( ) 8.46 .52( ) 8.42 .52( ) 8.38 .52( ) 8.34 .52( ) 8.29 .51( > 8.25 .51( ) 8.21 .51( ) 8.17 .51( ) 8.13 .51( ) 8.09 .51( ) 8.05 .51( ) 8.01 .50( ) 7.97 .50( ) 7.93 .50( ) 7.89 .50( ) 7.85 .50( ) 7.81 .50( ) 7.78 .50( ) 7.74 .49( ) 7.70 .49( ) 7.66 .49( ) 7.62 .49( ) 7.58 .49( ) 7.55 .49( ) 7.51 .49( ) 7.47 .48( ) .41 .20( ) .38 .19( ) .34 .19( ) .32 .18( ) .29 .17( ) .27 .17( ) .25 .16( ) .23 .15( ) .22 .15( ) .20 .14( ) .19 .14( ) .18 .14( ) .17 .13( ) .16 .13( > .15 .12( ) .14 .12( ) .13 .12( ) .12 .11( ) .12 .11( ) .11 .11( ) .11 .11( ) .10 AN ) .09 AN ) .09 AN ) .08 .10( ) .08 .09( ) .08 .09( ) .07 .09( ) .07 .09( ) .06 .08( ) .06 .08( ) .06 .08( ) .05 .08( ) 1 2 40. 2.23 4.02 28.67 5.69 13.53 7.43 .05 .33(S) .79(S) .00( ) .41( ) .68( ) .48( ) .08( ) 2 41. 2.23 4.00 28.61 5.66 13.50 7.40 .05 .32(S) .79(S) .00( ) .41( ) .68( ) .48( ) .07( ) 2 42. 2.22 3.97 28.52 5.63 13.46 7.36 .05 .32(S) .78(S) .00( ) .41( ) .68( ) .48( ) .07( ) 2 43. 2.21 3.94 28.46 5.60 13.43 7.32 .04 .32(S) .78(S) .00( ) .41( ) .68( ) .48( ) .07( ) 2 44. 2.20 3.92 28.37 5.57 13.39 7.29 .04 .31(S) .77(S) .00( ) .41( ) .68( ) .48( ) .07( ) 2 45. 2.19 3.89 28.31 5.54 13.36 7.25 .04 .31(S) .77(S) .00( ) .41( ) .67( ) .48( ) .07( ) 2 46. 2.19 3.86 28.22 5.51 13.32 7.22 .04 .31(S) .76(S) .00( ) .41( ) .67( ) .48( ) .07( ) 2 47. 2.18 3.84 28.16 5.48 13.29 7.18 .04 .31(S) .75(S) .00( ) .41( ) .67( ) .47( ) .06( ) 2 48. 2.17 3.81 28.07 5.45 13.25 7.14 .03 .30(S) .75(S) .00( ) AN ) .67( ) .47( ) .06( ) 2 49. 2.16 3.79 28.01 5.42 13.21 7.11 .03 .30(S) .74(S) .00( ) AN ) .67( ) .47( ) .06( ) 2 50. 2.16 3.76 27.92 5.38 13.18 7.07 .03 .30(S) .74(S) .00( ) AN ) .67( ) .47( ) .06( ) 2 51. 2.15 3.73 27.86 5.35 13.14 7.04 .03 .29(S) .73(S) .00( ) AN ) .67( ) .47( ) .06( ) 2 52. 2.14 3.71 27.77 5.32 13.10 7.00 .03 .29(S) .73(S) .00( ) AN ) .67( ) .47( ) .06( ) 2 53. 2.13 3.68 27.70 5.29 13.06 6.97 .03 .29(S) .72(S) .00( ) AN ) .67( ) .47( ) .06( ) 2 54. 2.13 3.66 27.61 5.26 13.03 6.93 .02 .29(S) .72(S) .00( ) AN ) .66( ) .46( ) .05( ) 2 55. 2.12 3.63 27.55 5.23 12.99 6.90 .02 .28(S) .71(S) .00( ) AN ) .66( ) .46( ) .05( ) 2 56. 2.11 3.61 27.46 5.21 12.95 6.86 .02 .28(S) .71(S) .00( ) .39( ) .66( ) .46( ) .05( ) 2 57. 2.10 3.58 27.40 5.18 12.92 6.83 .02 .28(S) .70(S) .00( ) .39( ) .66( ) .46( ) .05( ) 2 58. 2.10 3.56 27.31 5.15 12.88 6.80 .02 .27(S) .70(S) .00( ) .39( ) .66( ) .46( ) .05( ) 2 59. 2.09 3.54 27.25 5.12 12.84 6.76 .02 .27(S) .69(S) .00( ) .39( ) .66( ) .46( ) .05( ) 3 0. 2.08 3.51 27.16 5.09 12.81 6.73 .02 .27(S) .69(S) .00( ) .39( ) .66( ) .46( ) .05( ) 3 1. 2.07 3.49 27.10 5.06 12.77 6.70 .02 .27(S) .69(S) .00( ) .39( ) .66( ) .46( ) .05( ) 3 2. 2.07 3.46 27.01 5.03 12.73 6.66 .02 .26(S) .68(S) .00( ) .39( ) .66( ) .45( ) .04( ) 3 3. 2.06 3.44 26.95 5.00 12.70 6.63 .02 .26(S) .68(S) .00( ) .38( ) .66( ) .45( ) .04( ) 3 4. 2.05 3.42 26.86 4.97 12.66 6.60 .02 .26(S) .67(S) .00( ) .38( ) .65( ) .45( ) .04( ) 3 5. 2.04 3.39 26.80 4.94 12.62 6.56 .01 .25(S) .67(S) .00( ) .38( ) .65( ) .45( ) .04( ) 3 6. 2.04 3.37 26.71 4.91 12.59 6.53 .01 .25(S) .66(S) .00( ) .38( ) .65( ) .45( ) .04( ) 3 7. 2.03 3.35 26.65 4.89 12.55 6.50 .01 .25(S) .66(S) .00( ) .38( ) .65( ) .45( ) .04( ) 3 8. 2.01 3.32 26.56 4.86 12.52 6.46 .01 .25(S) .65(S) .00( ) .38( ) .65( ) .45( ) .04( ) 3 9. 2.00 3.30 26.50 4.83 12.48 6.43 .01 .24(S) .65(S) .00( ) .38( ) .65( ) .44( ) .04( ) 3 10. 1.98 3.28 26.41 4.80 12.44 6.39 .01 .24(S) .64(S) .00( ) .38( ) .65( ) .44( ) .04( ) 3 11. 1.97 3.26 26.35 4.77 12.41 6.36 .01 .24(S) .64(S) .00( ) .37( ) .65( ) .44( ) .04( ) 3 12. 1.95 3.23 26.26 4.74 12.37 6.33 .01 .24(S) .63(S) .00( ) .37( ) .65( ) .44( ) .04( ) 3 13. 1.94 3.21 26.20 4.71 12.34 6.29 .01 .23(S) .63(S) .00( ) .37( ) .64( ) .44( ) .04( ) 3 14. 1.92 3.19 26.11 4.68 12.30 6.26 .01 .23(S) .63(S) .00( ) .37( ) .64( ) .44( ) .04( ' ) 3 15. 1.91 3.17 26.05 4.65 12.26 6.22 .01 .23(S) .62(S) .00( ) .37( ) .64( ) .44( ) .04( ) 3 16. 1.89 3.15 25.96 4.62 12.23 6.19 .01 ' .22(S) .62(S) .00( ) .37( ) .64( ) .44( ) .04( ) 3 17. 1.88 3.12 25.90 4.59 12.19 6.16 .01 .22(S) .61(S) .00( ) .37( ) .64( ) .43( ) .04( ) 3 18. 1.86 3.10 25.81 4.56 12.16 6.12 .01 ' .22(S) .61(S) .00( ) .36( ) .64( ) .43( ) .04( ) 3 19. 1.85 3.08 25.75 4.53 12.12 6.09 .01 .22(S) .60(S) .00( ) .36( ) .64( ) .43( ) .04( ) 3 20. 1.84 3.06 25.66 4.50 12.08 6.06 .01 , .21(S) .60(S) .00( ) .36( ) .64( ) .43( ) .03( ) 3 21. 1.82 3.04 25.60 4.47 12.05 6.02 .01 .21(S) .60(S) .00( ) .36( ) .64( ) .43( ) .03( ) 3 22. 1.81 3.02 25.50 4.44 12.01 5.99 .01 ' .21(S) .59(S) .00( ) .36( ) .63( ) .43( ) .03( ) 3 23. 1.80 3.00 25.44 4.41 11.97 5.96 .01 .21(S) .59(S) .00( ) .36( ) .63( ) .43( ) .03( ) ' 3 24. 1.78 2.98 25.35 4.38 11.94 5.92 .01 .20(S) .58(S) .00( ) .36( ) .63( ) .42( ) .03( ) 3 25. 1.77 2.96 25.29 4.34 11.90 5.89 .01 .20(S) .58(S) .00( ) .35( ) .63( ) .42( ) .03( ) ' 3 26. 1.75 2.94 25.20 4.30 11.86 5.86 .01 .20(S) .58(S) .00( ) .35( ) .63( ) .42( ) .03( ) 3 27. 1.74 2.92 25.14 4.25 11.82 5.83 .01 .20(S) .57(S) .00( ) .35( ) .63( ) .42( ) .03( ) ' 3 28. 1.73 2.90 25.04 4.21 11.78 5.80 .01 .20(S) .57(S) .00( ) .35( ) .63( ) .42( ) .03( ) 3 29. 1.72 2.88 24.97 4.16 11.73 5.76 .01 .19(S) .56(S) .00( ) .35( ) .63( ) .42( ) .03( ' ) 3 30. 1.70 2.86 24.87 4.11 11.69 5.73 .01 .19(S) .56(S) .00( ) .34( ) .63( ) .42( ) .03( ) THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL ' STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 310 315 324 326 330 350 362 ' WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 10-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-X LIDSTONE & ANDERSON JUNE 96 , *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) ' 116 8.8 .5 1 7. 124 8.5 .7 1 17. 130 28.5 1.5 0 35. ' 131 45.7 1.8 0 35. 140 19.9 .8 0 58. 141 10.9 .6 0 41. 160 34.4 2.4 0 35. ' 201 24.0 (DIRECT FLOW) 0 35. 202 44.5 (DIRECT FLOW) 0 35. 203 17.2 (DIRECT FLOW) 0 35. , 209 144.0 (DIRECT FLOW) 0 35. 210 211.0 (DIRECT FLOW) 0 35. 214 18.2 (DIRECT FLOW) 0 35. ' 215 6.9 216 11.8 220 69.6 ' 224 88.3 226 32.1 241 ' 250 26. 26.2 260 38.1 261 45.3 t 262 299 61.0 40.6 310 7.5 315 3.7 324 8.5 ' 326 7.7 330 3.9 350 2.8 t362 6.3 ENDPROGRAM PROGRAM CALLED 1 (DIRECT FLOW) 0 35. (DIRECT FLOW) 0 35. (DIRECT FLOW) 0 35. (DIRECT FLOW) 0 35. (DIRECT FLOW) 0 35. (DIRECT FLOW) 0 35. (DIRECT FLOW) 0 35. (DIRECT FLOW) 0 35. (DIRECT (DIRECT FLOW) FLOW) 0 0 35. 35. fI• ,p l� Timneil�nG I J7�SGY�A(�C fo�t�A�O/la� P/R4riA2� (DIRECT FLOW) 0 40. .1 5.4 1 50. .1 .5 1 11. .1 1.8 1 16. .1 .9 2 28. .1 1.0 1 14. po,d 3 .1 .1 .5 1.2 1 1 14. 11. Pond 3( f3l� �7 100-YEAR EVENT 1 2 1 1 2 ' 3 4 WATERSHED 0 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 ' 210 0000 1. 1 1. 1 Idill ow �64 25 5. �m� Iy�� .60 .96 1.44 1.68 3.00 5.04 9.00 3.72 2.16 1.56 oo-all f � l 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 DO- �Pc7/ �{/Cn ' .24 .24 .12 .12 0.0 1 1 201 1200 8.5 40. .020 .020 .25 .1 .3 .51 .5 .0018 1 2 202 2000 4.1 68. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 3 203 800 5.7 44. .020 .020 .25 .1 .3 .51 .5 .0018 1 4 209 750 1.6 74. .020 .020 .25 .1 .3 .51 .5 .0018 1 5 209 1600 2.7 68. .020 .020 .25 .1 .3 .51 .5 .0018 1 6 210 3800 7.6 66. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 7 209 750 3.3 57. .020 .020 .25 .1 .3 .51 .5 .0018 1 8 210 450 2.3 67. .020 .020 .25 .1 .3 .51 .5 .0018 1 9 209 3000 20.2 30. .020 .020 .25 .1 .3 .51 .5 .0018 1 10 210 1400 9.1 26. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 14 214 1000 4.8 54. .020 .020 .25 .1 .3 .51 .5 .0018 1 15 215 1300 4.4 9. .015 .020 .25 .1 .3 .51 .5 .0018 1 16 216 200 1.8 12. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 20 220 600 4.1 46. .020 .020 .25 .1 .3 .51 .5 .0018 1 21 220 1400 9.0 46. .020 .020 .25 .1 .3 .51 .5 .0018 1 22 220 1800 7.3 52. .020 .020 .25 .1 .3 .51 .5 .0018 1 23 224 1000 2.2 61. .020 .020 .25 .1 .3 .51 .5 .0018 1 24 224 600 3.1 34. .020 .020 .25 .1 .3 .51 .5 .0018 1 25 226 900 4.0 65. .020 .020 .25 .1 .3 .51 .5 .0018 1 26 226 1000 2.7 32. .020 .020 .25 .1 .3 .51 .5 .0018 1 30 130 2750 5.9 67. .020 .020 .25 .1 .3 .51 .5 .0018 1 31 131 1700 3.6 67. .020 .020 .25 .1 .3 .51 .5 .0018 1 32 330 400 2.0 48. .020 .020 .25 .1 .3 .51 .5 .0018 1' 1 39 216 700 3.1 11. .020 .020 .25 .1 .3 .51 .5 .0018 - Und2talncd�o Wpjol W'S• A.A 1 40 140 1300 6.4 30. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 41 299 800 4.3 43. .020 .020 .25 .1 .3 .51 .5 .0018 I 1 42 241 900 1.5 75. .020 .020 .25 .1 .3 .51 .5 .0018 - onde{ lvle l 1 50 250 1800 8.1 42. .020 .020 .25 .1 .3 .51 .5 .0018 - -ro big pond M0 1 60 260 2250 8.9 61. .020 .020 .25 .1 .3 .51 .5 .0018 - -Ti b:vInd 3w 1 61 261 650 2.1 80. .020 .020 .25 .1 .3 .51 .5 .0018 - jripond 30 1 62 262 1200 4.7 42. .020 .020 .25 .1 .3 .51 .5 .0018 - fo poAd 3u8 ' 0 31 1 2 3 4 5 6 7 8 9 10 14 15 16 20 21 22 23 24 25 26 30 31 32 39 40 41 42 50 60 61 62 201 202 0 3 .1 1. 202 209 0 3 .1 1. 203 209 0 3 .1 1. 209 210 0 3 .1 1. 210 310 0 3 .1 1. 310 140 14 2 .1 1. .1 0.0 0.0 0.59 0.47 1.06 1.29 1.72 2.13 ' 2.68 3.12 3.61 4.20 4.09 6.97 5.09 7.51 6.09 7.51 7.43 7.92 8.77 8.40 9.85 8.64 10.56 8.81 10.92 9.00 214 315 0 3 .1 1. ' 215 315 0 3 .1 1. 315 216 6 2 .1 1. .1 0.0 0. 0.06 2. 0.24 3. 0.59 4. 0.85 4.5 1.23 5. ' 216 116 0 3 .1 1. 116 140 0 1 10. 1650. .003 4. 4. .035 5. 140 299 0 1 10. 700. .003 4. 4. .035 5. 220 224 0 3 .1 1. 916 224 324 0 3 .1 1. 324 124 6 2 .1 1. .1 0.0 0.0 0.17 4.0 0.59 6.0 1.45 8.0 2.71 10.0 4.43 12.0 124 226 0 2 3. 825. .008 0. 0. .011 5. 226 326 0 3 .1 1. 326 299 5 2 .1 1. .1 0.0 0.0 0.15 4.0 0.44 6.0 0.98 8.0 1.85 10.0 130 131 0 2 3.0 450. .007 0. 0. .013 3.0 131 330 0 2 3.5 250. .007 0. 0. .013 3.5 330 241 7 2 .1 1. .1 0.0 0.0 0.07 1.0 0.23 2.0 0.57 3.0 1.05 4.0 1.85 5.0 2.96 6.0 250 350 0 3 .1 1. 350 216 7 2 .1 1. .1 - 0.0 0.0 0.07 1.0 0.25 2.0 0.63 3.0 0.82 3.5 1.10 4.0 1.15 4.1 260 160 0 3 .1 1. 160 261 0 5 1.5 275. .010 0. 0. .013 1.5 - 0.0 275. .010 10. 10. .035 5.0 261 262 0 3 .1 1. 262 362 0 3 .1 1. 362 241 3 2 .1 1. .1 - 0.0 0.0 1.25 6.3 2.42 7.5 241 141 0 3 .1 1. 141 299 0 1 10. 500. .003 4. 4. .035 5. 299 0 3 .1 1. 0 24 310 315 324 326 330 350 362 299 201 202 203 209 210 215 216 220 224 226 241 115 116 124 140 141 ENDPROGRAM jDdeA on pond 560 -qete►nilon Bond 30 -To-W Dl5AA/9G % ?(fIlorlul (:644ef 6(- ba- Im e eoud- ego 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) UPDATED BY TAPE OR DISK ASSIGNMENTS 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) -hie. W%50m- e-. OUT Willow 5prn►1p Aor('h D✓Qr�l� 5�MM I� IDo'�e4r Cvmf M�d� 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) 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 IWATERSHED PROGRAM CALLED I*** ENTRY MADE TO RUNOFF MODEL *** ' WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 NUMBER OF TIME STEPS 210 INTEGRATION TIME INTERVAL (MINUTES) 1.00 '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 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .12 .12 .00 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 100-YR EVENT (MCCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 2.16 1.56 .24 .24 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 1 201 1200.0 8.5 40.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 2 202 2000.0 4.1 68.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 3 203 800.0 5.7 44.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 4 209 750.0 1.6 74.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 5 209 1600.0 2.7 68.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 6 210 3800.0 7.6 66.0 .0200 .020 .250 .100 .300 .51 .50 .00180 ' 1 7 209 750.0 3.3 57.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 8 210 450.0 2.3 67.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 9 209 3000.0 20.2 30.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 10 210 1400.0 9.1 26.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 14 214 1000.0 4.8 54.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 15 215 1300.0 4.4 9.0 .0150 .020 .250 .100 .300 .51 .50 .00180 1 16 216 200.0 1.8 12.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 20 220 600.0 4.1 46.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 , 21 220 1400.0 9.0 46.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 22 220 1800.0 7.3 52.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 23 224 1000.0 2.2 61.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 ' 24 224 600.0 3.1 34.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 25 226 900.0 4.0 65.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 26 226 1000.0 2.7 32.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 30 130 2750.0 5.9 67.0 .0200 .020 .250 .100 .300 .51 .50 .00180 ' 1 31 131 1700.0 3.6 67.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 32 330 400.0 2.0 48.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 39 216 700.0 3.1 11.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 40 140 1300.0 6.4 30.0 .0200 .020 .250 .100 .300 .51 .50 .00180 ' 1 41 299 800.0 4.3 43.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 42 241 900.0 1.5 75.0 .0200 .020 .250 .100 .300 .51. .50 .00180 1 50 250 1800.0 8.1 42.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 , 60 260 2250.0 8.9 61.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 61 261 650.0 2.1 80.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 62 262 1200.0 4.7 42.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 31 ' TOTAL TRIBUTARY AREA (ACRES), 159.10 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE , 100-YR EVENT (MCCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 1 2 3 4 5 6 7 8 9 10 , 0 1. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 2. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 3. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 4. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 5. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 , 0 6. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 7. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 8. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 9. .1 .1 .0 .0 .1 .2 .0 .0 .1 .1 , 0 10. .3 .5 .2 .2 .4 1.0 .2 .1 .8 .4 0 11. .9 1.3 .6 .5 1.0 2.4 .5 .3 2.1 .9 0 12. 1.7 2.2 1.1 .9 1.6 4.1 1.0 .7 3.8 1.7 ' 0 13. 2.4 2.9 1.7 1.2 2.1 5.3 1.4 1.0 5.2 2.2 0 14. 3.1 3.4 2.1 1.4 2.3 6.1 1.8 1.2 6.4 2.7 0 15. 3.6 3.7 2.5 1.5 2.5 6.6 2.1 1.5 7.2 3.0 , say 1 1 ii 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 n 16. 4.1 4.0 2.9 1.7 2.7 7.2 2.3 1.7 8.0 3.3 17. 4.6 4.3 3.3 1.8 2.9 7.8 2.6 2.0 8.8 3.6 18. 4.9 4.5 3.6 1.9 3.0 8.1. 2.8 2.1 9.4 3.7 19. 5.2 4.6 3.8 1.9 3.1 8.3 2.9 2.3 9.7 3.9 20. 5.4 4.7 3.9 2.0 3.1 8.4 3.0 2.4 9.9 3.9 21. 6.2 5.6 4.5 2.3 3.7 10.1 3.5 2.7 11.6 4.6 22. 7.7 7.0 5.5 2.9 4.7 12.7 4.3 3.3 14.4 5.8 23. 8.7 7.8 6.3 3.3 5.3 14.2 4.9 3.8 16.2 6.5 24. 9.4 8.4 6.9 3.5 5.6 15.2 5.3 4.1 17.6 7.0 25. 10.0 8.9 7.3 3.7 6.0 16.1 5.6 4.4 18.7 7.4 26. 12.1 11.1 8.8 4.6 7.6 20.2 6.8 5.3 22.9 9.3 27. 15.3 14.4 11.0 5.9 9.9 26.3 8.6 6.6 29.5 12.0 28. 17.6 16.2 12.7 6.6 11.0 29.6 9.9 7.5 34.1 13.9 29. 19.3 17.3 13.9 7.1 11.7 31.7 10.8 8.2 37.5 15.4 30. 20.8 18.1 14.9 7.3 12.2 33.1 11.5 8.8 40.5 16.7 31. 25.8 22.9 18.4 9.2 15.6 42.1 14.3 10.7 51.5 21.4 32. 33.5 29.8 23.8 11.9 20.3 54.8 18.5 13.6 67.8 28.4 33. 38.6 32.7 27.5 13.1 22.0 60.2 21.1 15.6 78.3 32.9 34. 42.4 34.1 30.1 13.6 22.8 62.8 22.7 16.8 86.4 36.4 35. 45.5 35.0 32.2 13.9 23.3 64.4 23.9 17.7 93.4 39.6 36. 42.1 29.0 29.8 11.5 19.0 53.5 21.4 15.9 86.9 37.0 37. 35.5 21.3 25.1 8.4 13.6 39.3 17.2 12.8 74.4 32.0 38. 32.5 18.4 22.8 7.1 11.8 34.0 15.3 11.2 69.7 30.3 39. 31.0 17.0 21.6 6.6 11.0 31.5 14.2 10.2 67.7 29.7 40. 30.2 16.2 20.9 6.3 10.5 30.1 13.5 9.7 66.9 29.5 41. 28.3 14.2 19.5 5.5 9.2 26.4 12.3 8.7 63.4 28.1 42. 25.7 11.8 17.6 4.6 7.5 21.9 10.7 7.6 58.3 25.9 43. 24.0 10.6 16.4 4.1 6.7 19.6 9.7 6.8 55.2 24.7 44. 22.9 9.9 15.5 3.8 6.3 18.3 9.1 -6.3 53.0 23.8 45. 22.0 9.4 14.9 3.6 6.1 17.5 8.6 6.0 51.4 23.1 46. 20.8 8.6 14.1 3.3 5.5 16.0 8.0 5.5 49.0 22.1 47. 19.5 7.7 13.1 3.0 4.9 14.2 7.3 5.0 46.1 20.8 48. 18.5 7.1 12.4 2.8 4.5 13.2 6.8 4.7 44.0 19.9 49. 17.7 6.8 11.8 2.6 43 12.5 6.4 4.4 42.2 19.1 50. 17.0 6.5 11.4 2.5 4.2 12.1 6.1 4.2 40.8 18.5 51. 16.2 6.1 10.8 2.4 3.9 11.3 5.7 3.9 39.0 17.7 52. 15.3 5.6 10.2 2.2 3.6 10.3 5.3 3.7 36.9 16.8 53. 14.5 5.2 9.7 2.0 3.3 9.7 5.0 3.4 35.3 16.0 54. 13.9 5.0 9.2 2.0 3.2 9.3 4.8 3.3 33.9 15.4 55. 13.4 4.8 8.9 1.9 3.1 9.0 4.6 3.1 32.7 14.9 56. 12.7 4.5 8.4 1.8 2.9 8.3 4.3 2.9 31.1 14.2 57. 11.9 4.0 7.9 1.6 2.6 7.4 3.9 2.7 29.2 13.3 58. 11.3 3.7 7.4 1.5 2.4 6.9 3.6 2.5 27.7 12.7 59. 10.7 3.5 7.1 1.4 2.2 6.5 3.4 2.4 26.4 12.1 0. 10.2 3.4 6.7 1.3 2.2 6.2 3.3 2.3 25.3 11.6 1. 9.7 3.1 6.4 1.2 2.0 5.8 3.1 2.1 24.0 11.0 2. 9.1 2.8 6.0 1.1 1.8 5.2 2.8 2.0 22.6 10.3 3. 8.6 2.6 5.6 1.0 1.6 4.8 2.6 1.8 21.4 9.8 4. 8.1 2.4 5.3 1.0 1.6 4.5 2.5 1.7 20.3 9.3 5. 7.7 2.3 5.1 .9 1.5 4.3 2.3 1.6 19.4 8.9 6. 7.3 2.2 4.8 .9 1.4 4.0 2.2 1.5 18.5 8.5 7. 6.9 2.0 4.5 .8 1.3 3.7 2.0 1.4 17.5 8.0 8. 6.6 1.9 4.3 .8 1.2 3.5 1.9 1.3 16.6 7.6 9. 6.3 1.8 4.1 .7 1.2 3.3 1.8 1.3 15.8 7.3 10. 6.0 1.7 3.9 .7 1.1 3.2 1.7 1.2 15.2 7.0 11. 5.7 1.6 3.7 .7 1.0 3.0 1.6 1.2 14.4 6.6 12. 5.4 1.5 3.5 .6 1.0 2.8 1.5 1.1 13.7 6.3 13. 5.1 1.4 3.3 .6 .9 2.6 1.5 1.0 13.1 6.0 14. 4.9 1.4 3.2 .5 .9 2.5 1.4 1.0 12.5 5.8 15. 4.7 1.3 3.0 .5 .8 2.4 1.3 .9 12.0 5.5 16. 4.5 1.3 2.9 .5 .8 2.3 1.3 .9 11.5 5.3 17. 4.3 1.2 2.8 .5 .8 2.3 1.2 .9 11.1 5.1 18. 4.2 1.2 2.7 .5 .8 2.2 1.2 .8 10.7 4.9 19. 4.0 1.2 2.6 .5 .8 2.2 1.1 .8 10.3 4.7 20. 3.9 1.2 2.5 .5 .8 2.1 1.1 .8 10.0 4.6 21. 3.8 1.1 2.4 .5 .7 2.0 1.1 .8 9.6 4.4 r �a3 '1 22. 3.6 1.0 2.3 .4 .6 1.9 1.0 .7 9.1 4.2 1 23. 3.4 1.0 2.2 .4 .6 1.7 .9 .7 8.7 4.0 1 24. 3.3 .9 2.1 .4 .6 1.6 .9 .6 8.4 3.9 1 25. 3.1 .9 2.0 .4 .5 1.6 .9 .6 8.1 3.7 , 1 26. 3.0 .8 2.0 .3 .5 1.5 .8 .6 7.8 3.6 1 27. 2.9 .8 1.9 .3 .5 1.5 .8 .6 7.5 3.5 1 28. 2.8 .8 1.8 .3 .5 1.5 .8 .6 7.3 3.4 ' 1 29. 2.8 .8 1.8 .3 .5 1.4 .8 .5 7.1 3.3 1 30. 2.7 .8 1.7 .3 .5 1.4 .7 .5 6.8 3.2 1 31. 2.6 .8 1.7 .3 .5 1.4 .7 .5 6.6 3.1 1 32. 2.5 .8 1.6 .3 .5 1.4 .7 .5 6.5 ' 3.0 1 33. 2.5 .8 1.6 .3 .5 1.4 .7 .5 6.3 2.9 1 34. 2.4 .7 1.6 .3 .5 1.4 .7 .5 6.1 2.8 1 35. 2.3 .7. 1.5 .3 .5 1.3 .7 .5 6.0 2.7 1 36. 2.3 .7 1.5 .3 .5 1.3 .7 .5 5.8 2.7 , 1 37. 2.2 .7 1.5 .3 .5 1.3 .6 .5 5.7 2.6 1 38. 2.2 .7 1.4 .3 .5 1.3 .6 .5 5.5 2.5 1 39. 2.1 .7 1.4 .3 .5 1.3 .6 .5 5.4 2.5 1 40. 2.1 .7 1.4 .3 .5 1.3 .6 .5 5.3 2.4 , 1 41. 2.1 .7 1.3 .3 .5 1.3 .6 .5 5.2 2.4 1 42. 2.0 .7 1.3 .3 .5 1.3 .6 .5 5.1 2.3 1 43. 2.0 .7 1.3 .3 .5 1.3 .6 .4 5.0 2.3 , 1 44. 2.0 .7 1.3 .3 .5 1.3 .6 .4 4.9 2.2 1 45. 1.9 .7 1.3 .3 .5 1.3 .6 .4 4.8 2.2 1 46. 1.9 .7 1.2 .3 .5 1.3 .6 .4 4.7 2.1 1 47. 1.9 .7 1.2 .3 .5 1.3 .6 .4 4.6 2.1 , 1 48. 1.8 .7 1.2 .3 .5 1.3 .6 .4 4.5 2.0 1 49. 1.8 .7 1.2 .3 .5 1.3 .6 .4 4.4 2.0 1 50. 1.8 .7 1.2 .3 .5 1.3 .6 .4 4.3 2.0 1 51. 1.7 .7 1.1 .3 .4 1.2 .5 .4 4.2 1.9 , 1 52. 1.6 .6 1.1 .3 .4 1.1 .5 .4 4.0 1.8 1 53. 1.5 .5 1.0 .2 .3 1.0 .5 .4 3.8 1.7 1 54. 1.5 .5 1.0 .2 .3 .9 .4 .3 3.7 1.7 1 55. 1.4 .5 .9 .2 .3 .9 .4 .3 3.5 ' 1.6 1 56. 1.4 .4 .9 .2 .3 .8 .4 .3 3.4 1.6 1 57. 1.3 .4 .9 .2 .3 .8 .4 .3 3.3 1.5 1 58. 1.3 .4 .8 .2 .3 .7 .4 .3 3.2 1.5 1 59. 1.3 .4 .8 .2 .3 .7 .4 .3 3.1 1.4 2 0. 1.2 .4 .8 .2 .3 .7 .4 .3 3.1 1.4 2 1. 1.2 .4 .8 .1 .2 .6 .3 .3 2.9 1.3 2 2 2. 3. 1.1 1.0 .3 .2 .7 .7 .1 .1 .2 .1 .5 .4 .3 .3 .2 .2 2.8 2.6 ' 1.3 1.2 2 4. 1.0 .2 .6 .1 .1 .4 .2 .2 2.5 1.1 2 5. .9 .2 .6 .1 .1 .3 .2 .2 2.4 1.1 2 6. .9 .2 .5 .1 .1 .3 .2 .2 2.2 ' 1.0 2 7. .8 .1 .5 .1 .1 .2 .2 .1 2.2 1.0 2 8. .8 .1 .5 .1 .1 .2 .2 .1 2.1 1.0 2 9. .7 .1 .5 .0 .1 .2 .2 .1 2.0 .9 , 2 2 10. 11. .7 .7 .1 .1 .4 .4 .0 .0 .1 .0 .2 .1 .1 .1 .1 .1 1.9 1.9 .9 .9 2 12. .7 .1 .4 .0 .0 .1 .1 .1 1.8 .8 2 13. .6 .1 .4 .0 .0 .1 .1 .1 1.7 ' .8 2 14. .6 .1 .4 .0 .0 .1 .1 .1 1.7 .8 2 2 15. 16. .6 .6 .1 .0 .4 .3 .0 .0 .0 .0 .1 .1 .1 .1 .1 .1 1.6 1.6 .8 .7 2 2 17. 18. .5 .5 .0 .0 .3 .3 .0 .0 .0 .0 .1 .1 .1 .1 .1 .1 1.5 1.5 ' .7 .7 2 2 19. 20. .5 .5 .0 .0 .3 .3 .0 .0 .0 .0 .1 .1 .1 .1 .1 .1 1.4 1.4 .7 .7 2 2 21. 22. .5 .5 .0 .0 .3 .3 .0 .0 .0 .0 .1 .0 .1 .1 .1 .0 1.4 1.3 .6 , .6 2 2 23. 24. .4 .4 .0 .0 .3 .3 .0 .0 .0 .0 .0 .0 .1 .1 .0 .0 1.3 1.2 .6 .6 , 2 2 25. 26. .4 .4 .0 .0 .3 .2 .0 .0 .0 .0 .0 .0 .1 .1 .0 .0 1.2 1.2 .6 .6 2 27. .4 .0 .2 .0 .0 .0 .1 .0 1.2 .6 M 2 28. .4 .0 .2 .0 .0 .0 .0 .0 1.1 .5 2 29. .4 .0 .2 .0 .0 .0 .0 .0 1.1 .5 30. .4 .0 .2 .0 .0 .0 .0 .0 1.1 .5 '2 2 31. .4 .0 .2 .0 .0 .0 .0 .0 1.0 .5 2 32. .3 .0 .2 .0 .0 .0 .0 .0 1.0 .5 2 33. .3 .0 .2 .0 .0 .0 .0 .0 1.0 .5 2 34. .3 .0 .2 .0 .0 .0 .0 .0 1.0 .5 1 2 35. .3 .0 .2 .0 .0 .0 .0 .0 .9 .5 2 36. .3 .0 .2 .0 .0 .0 .0 .0 .9 .4 2 37. .3 .0 .2 .0 .0 .0 .0 .0 .9 .4 2 38. .3 .0 .2 .0 .0 .0 .0 .0 .9 .4 2 39. .3 .0 .2 .0 .0 .0 .0 .0 .9 .4 2 40. .3 .0 .2 .0 .0 .0 .0 .0 .8 .4 41. '2 2 42. .3 .3 .0 .0 .2 .2 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .8 .4 .8 .4 2 43. .3 .0 .2 .0 .0 .0 .0 .0 .8 .4 2 44. .2 .0 .1 .0 .0 .0 .0 .0 .8 .4 45. .2 .0 .1 .0 .0 .0 .0 .0 .7 .4 '2 2 46. .2 .0 .1 .0 .0 .0 .0 .0 .7 .3 2 47. .2 .0 .1 .0 .0 .0 .0 .0 .7 .3 2 48. .2 .0 .1 .0 .0 .0 .0 .0 .7 .3 2 49. .2 .0 .1 .0 .0 .0 .0 .0 .7 .3 1 2 50. .2 .0 .1 .0 .0 .0 .0 .0 .7 .3 2 51. .2 .0 .1 .0 .0 .0 .0 .0 .6 .3 2 52. .2 .0 .1 .0 .0 .0 .0 .0 2 53. .2 .0 .1 .0 .0 .0 .0 .0 .6 .3 .6 .3 2 54. .2 .0 .1 .0 .0 .0 .0 .0 .6 .3 2 55. .2 .0 .1 .0 .0 .0 .0 .0 .6 .3 2 56. .2 .0 .1 .0 .0 .0 .0 .0 .6 .3 2 57. .2 .0 .1 .0 .0 .0 .0 .0 .6 .3 2 58. .2 .0 .1 .0 .0 .0 .0 .0 .5 .3 2 59. .2 .0 .1 .0 .0 .0 .0 .0 .5 .3 0. .2 .0 .1 .0 .0 .0 .0 .0 .5 .3 '3 3 1. .2 .0 .1 .0 .0 .0 .0 .0 .5 .2 3 2. .2 .0 .1 .0 .0 .0 .0 .0 .5 .2 3 3. .2 .0 .1 .0 .0 .0 .0 .0 .5 .2 '3 4. .1 .0 .1 .0 .0 .0 .0 .0 .5 .2 3 5. .1 .0 .1 .0 .0 .0 .0 .0 .5 .2 3 6. .1 .0 .1 .0 .0 .0 .0 .0 .4 .2 7. '3 3 8. .1 .1 .0 .0 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .4 .4 .2 .2 3 9. .1 .0 .1 .0 .0 .0 .0 .0 .4 .2 3 10. .1 .0 .1 .0 .0 .0 .0 .0 .4 .2 11. .1 .0 .1 .0 .0 .0 .0 .0 •.4 .2 '3 3 12. .1 .0 .1 .0 .0 .0 .0 .0 .4 .2 3 13. .1 .0 .1 .0 .0 .0 .0 .0 .4 .2 3 14. .1 .0 .1 .0 .0 .0 .0 .0 .4 .2 15. .1 .0 .1 .0 .0 .0 .0 .0 .4 .2 '3 3 16. .1 .0 .1 .0 .0 .0 .0 .0 .4 .2 3 17. .1 .0 .1 .0 .0 .0 .0 .0 .3 .2 3 18. .1 .0 .1 .0 .0 .0 .0 .0 .3 .2 1 3 19. .1 .0 .1 .0 .0 .0 .0 .0 .3 .2 3 20. .1 .0 .1 .0 .0 .0 .0 .0 .3 .2 3 21. .1 .0 .1 .0 .0 .0 .0 .0 .3 .2 22. .1 .0 .1 .0 .0 .0 .0 .0 .3 .2 '3 3 23. .1 .0 .1 .0 .0 .0 .0 .0 .3 .1 3 24. .1 .0 .0 .0 .0 .0 .0 .0 .3 .1 3 25. .1 .0 .0 .0 .0 .0 .0 .0 .3 .1 3 26. .1 .0 .0 .0 .0 .0 .0 .0 .3 .1 3 27. .1 .0 .0 .0 .0 .0 .0 .0 .3 .1 3 28. .1 .0 .0 .0 .0 .0 .0 .0 .3 .1 3 29. .1 .0 .0 .0 .0 .0 .0 .0 .3 .1 3 30. .1 .0 .0 .0 .0 .0 .0 .0 .3 .1 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 1 HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 14 15 16 20 21 22 23 24 25 26 , 0 1. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 0 2. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 3. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 4. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 5. .0 .0 .0 .0 .0 .0 .0 .0 .0 ' .0 0 6. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 7. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 8. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 9. .0 .0 .0 .0 .1 .1 .0 .0 .0 ' .0 0 10. .3 .2 .0 .2 .4 .5 .3 .2 .3 .2 0 11. .7 .4 .1 .5 1.0 1.3 .6 .4 .7 .5 0 12. 1.4 .5 .2 .9 2.0 2.3 1.1 .7 1.3 .9 ' 0 13. 1.9 .6 .2 1.2 2.9 3.2 1.4 1.0 1.8 1.1 0 14. 2.4 .6 .3 1.6 3.6 3.9 1.6 1.2 2.3 1.2 0 15. 2.8 .6 .3 1.9 4.3 4.5 1.8 1.3 2.7 1.2 0 16. 3.2 .6 .3 2.2 4.9 5.0 1.9 1.4 3.1 1.3 , 0 17. 3.6 .7 .3 2.5 5.5 5.5 2.1 1.6 3.5 1.4 0 18. 3.8 .7 .4 2.7 6.0 5.8 2.2 1.7 3.8 1.4 0 19. 4.0 .7 .4 2.8 6.3 6.1 2.2 1.7 4.0 1.4 0 20. 4.1 .7 .4 2.9 6.5 6.2 2.2 1.7 4.1 ' 1.5 0 21. 4.8 .9 .4 3.4 7.6 7.3 2.7 2.1 4.8 1.8 0 22. 5.9 1.2 .6 4.2 9.2 9.0 3.4 2.6 5.8 2.3 0 23. 6.7 1.2 .6 4.7 10.5 10.1 3.8 2.9 6.6 2.5 0 24. 7.3 1.4 .7 5.1 11.4 11.0 4.1 3.1 7.2 ' 2.7 0 25. 7.7 1.6 .7 5.5 12.2 11.6 4.3 3.3 7.7 2.9 0 26. 9.4 2.3 .9 6.6 14.6 14.2 5.4 4.1 9.2 3.9 0 27. 11.8 3.4 1.2 8.3 18.4 18.2 7.1 5.3 11.5 5.2 ' 0 28. 13.6 4.1 1.5 9.5 21.2 20.8 8.0 6.1 13.2 6.0 0 29. 14.9 4.9 1.6 10.4 23.2 22.8 8.6 6.7 14.4 6.7 0 30. 15.8 5.7 1.8 11.2 24.9 24.3 9.0 7.3 15.3 7.3 0 31. 19.7 8.0 2.4 13.8 30.8 30.4 11.5 9.3 18.8 9.7 , 0 32. 25.5 10.8 3.2 17.8 39.8 39.7 15.1 12.2 24.1 12.9 0 33. 29.1 12.8 3.8 20.5 45.9 45.1 16.7 14.1 27.4 14.6 0 34. 31.5 15.0 4.3 22.5 50.2 48.7 17.5 15.4 29.5 15.9 0 35. 33.3 17.1 4.8 24.0 53.5 51.4 18.1 16.6 30.9 17.1 , 0 36. 30.0 16.9 4.7 22.2 49.2 45.9 15.3 15.3 27.5 15.4 0 37. 24.4 15.8 4.3 18.6 41.2 37.0 11.5 12.9 21.9 12.8 0 38. 21.8 15.7 4.2 16.8 37.3 33.0 10.0 12.0 19.2 11.9 ' 0 39. 20.3 15.6 4.3 15.9 35.2 30.9 9.3 11.6 17.6 11.4 0 40. 19.4 15.5 4.3 15.4 34.0 29.6 8.9 11.3 16.7 11.0 0 41. 17.8 14.8 4.3 14.3 31.6 27.0 7.8 10.6 15.0 10.1 0 42. 15.6 13.8 4.1 12.9 28.4 23.6 6.6 9.6 13.0 ' 8.9 0 43. 14.3 13.2 4.0 11.9 26.3 21.5 5.9 9.0 11.7 8.2 0 44. 13.3 12.7 3.9 11.3 24.9 20.1 5.5 8.6 10.9 7.7 0 45. 12.7 12.2 3.9 10.8 23.8 19.1 5.2 8.3 10.3 7.3 0 46. 11.8 11.6 3.8 10.2 22.4 17.7 4.8 7.8 9.5 ' 6.8 0 47. 10.8 10.9 3.6 9.5 20.8 16.2 4.3 7.3 8.6 6.2 0 48. 10.1 10.4 3.5 8.9 19.6 15.1 4.0 6.9 8.0 5.8 0 49. 9.5 10.0 3.4 8.5 18.6 14.3 3.7 6.5 7.5 5.4 0 50. 9.1 9.5 3.4 8.2 17.9 13.6 3.6 6.3 7.2 ' 5.2 0 51. 8.6 9.1 3.3 7.7 16.9 12.8 3.4 6.0 6.8 4.8 0 52. 7.9 8.6 3.2 7.3 15.9 11.8 3.1 5.6 6.2 4.5 0 53. 7.5 8.1 3.1 6.9 15.1 11.1 2.9 5.3 5.9 4.2 , 0 54. 7.1 7.8 3.0 6.6 14.4 10.6 2.7 5.1 5.6 4.0 0 55. 6.8 7.4 2.9 6.3 13.8 10.1 2.7 4.9 5.4 3.8 0 56. 6.4 7.0 2.8 6.0 13.1 9.5 2.5 4.6 5.0 3.5 , 6a& 1 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 ' 1 1 1 1 ' 1 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 ' 1 1 1 1 1 2 2 2 57. 5.9 6.6 . 2.7 5.6 12.2 8.7 2.2 4.3 4.6 3.2 58. 5.5 6.2 2.6 5.3 11.4 8.1 2.0 4.0 4.3 3.0 59. 5.2 5.9 2.5 5.0 10.8 7.6 1.9 3.8 4.0 2.8 0. 4.9 5.6 2.4 4.8 10.3 7.3 1.8 3.6 3.8 2.7 1. 4.6 5.3 2.3 4.5 9.7 6.8 1.7 3.4 3.6 2.5 2. 4.3 5.0 2.2 4.2 9.1 6.2 1.5 3.2 3.3 2.3 3. 4.0 4.7 2.1 4.0 8.5 5.8 1.4 3.0 3.1 2.1 4. 3.7 4.5 2.1 3.7 8.1 5.5 1.3 2.8 2.9 2.0 5. 3.6 4.2 2.0 3.6 7.7 5.2 1.3 2.7 2.7 1.9 6. 3.3 4.0 1.9 3.4 7.3 4.9 1.2 2.5 2.6 1.8 7. 3.1 3.8 1.8 3.2 6.8 4.5 1.1 2.4 2.4 1.6 8. 2.9 3.5 1.8 3.0 6.5 4.3 1.0 2.3 2.3 1.5 9. 2.8 3.4 1.7 2.9 6.1 4.0 1.0 2.1 2.2 1.4 10. 2.7 3.2 1.6 2.7 5.9 3.8 .9 2.0 2.1 1.4 11. 2.5 3.0 1.6 2.6 5.6 3.6 .9 1.9 1.9 1.3 12. 2.4 2.9 1.5 2.4 5.2 3.4 .8 1.8 1.8 1.2 13. 2.2 2.7 1.5 2.3 5.0 3.2 .8 1.7 1.7 1.1 14. 2.1 2.6 1.4 2.2 4.7 3.0 .7 1.6 1.6 1.1 15. 2.0 2.5 1.4 2.1 4.5 2.9 .7 1.6 1.6 1.0 16.' 1.9 2.4 1.3 2.0 4.4 2.8 .7 1.5 1.5 1.0 17: 1.9 2.2 1.3 2.0 4.2 2.7 .7 1.5 1.4 .9 18. 1.8 2.2 1.2 1.9 4.0 2.6 .6 1.4 1.4 .9 19. 1.7 2.1 1.2 1.8 3.9 2.5 .6 1.3 1.4 .8 20. 1.7 2.0 1.2 1.8 3.8 2.4 .6 1.3 1.3 .8 21. 1.6 1.9 1.1 1.7 3.6 2.3 .6 1.2 1.3 .8 22. 1.5 1.8 1.1 1.6 3.4 2.2 .5 1.2 1.2 .7 23. 1.4 1.7 1.0 1.5 3.3 2.1 .5 1.1 1.1 .7 24. 1.4 1.6 1.0 1.5 3.1 2.0 .5 1.1 1.1 .6 25. 1.3 1.6 1.0 1.4 3.0 1.9 .5 1.0 1.0 .6 26. 1.3 1.5 1.0 1.4 2.9 1.8 .4 1.0 1.0 .6 27. 1.2 1.5 .9 1.3 2.8 1.7 .4 1.0 1.0 .6 28. 1.2 1.4 .9 1.3 2.7 1.7 .4 .9 .9 .6 29. 1.1 1.4 .9 1.2 2.6 1.6 .4 .9 .9 .5 30. 1.1 1.3 .8 1.2 2.5 1.6 .4 .9 .9 .5 31. 1.1 1.3 .8 1.2 2.5 1.6 .4 .8 .9 .5 32. 1.1 1.2 .8 1.1 2.4 1.5 .4 .8 .9 .5 33. 1.0 1.2 .8 1.1 2.4 1.5 .4 .8 .8 .5 34. 1.0 1.1 .8 1.1 2.3 1.5 .4 .8 .8 .5 35. 1.0 1.1 .7 1.1 2.2 1.4 .4 .8 .8 .5 36. 1.0 1.1 .7 1.0 2.2 1.4 .4 .7 .8 .4 37. 1.0 1.0 .7 1.0 2.2 1.4 .4 .7 .8 .4 38. 1.0 1.0 .7 1.0 2.1 1.4 .4 .7 .8 .4 39. .9 1.0 .7 1.0 2.1 1.4 .4 .7 .8 .4 40. .9 1.0 .7 1.0 2.0 1.3 .4 .7 .8 .4 41. .9 .9 .6 .9 2.0 1.3 .4 .7 .8 .4 42. .9 .9 .6 .9 2.0 1.3 .4 .6 .8 .4 43. .9 .9 .6 .9 1.9 1.3 .4 .6 .8 .4 44. .9 .8 .6 .9 1.9 1.3 .4 .6 .7 .4 45. .9 .8 .6 .9 1.9 1.3 .4 .6 .7 .4 46. .9 .8 .6 .9 1.8 1.3 .4 .6 .7 .4 47. .9 .8 .6 .9 1.8 1.2 .4 .6 .7 .4 48. .9 .8 .5 .8 1.8 1.2 .4 .6 .7 .4 49. .8 .7 .5 .8 1.8 1.2 .4 .6 .7 .4 50. .8 .7 .5 .8 1.7 1.2 .4 .6 .7 .4 51. .8 .7 .5 .8 1.7 1.2 .3 .5 .7 .3 52. .8 .7 .5 .7 1.6 1.1 .3 .5 .6 .3 53. .7 .6 .5 .7 1.5 1.0 .3 .5 .6 .3 54. .7 .6 .5 .7 1.4 .9 .3 .5 .6 .3 55. .6 .6 .5 .7 1.4 .9 .2 .4 .5 .3 56. .6 .6 .4 .6 1.3 .9 .2 .4 .5 .2 57. .6 .6 .4 .6 1.3 .8 .2 .4 .5 .2 58. .6 .6 .4 .6 1.2 .8 .2 .4 .5 .2 59. .5 .5 .4 .6 1.2 .8 .2 .4 .5 .2 0. .5 .5 .4 .6 1.2 .8 .2 .4 .5 .2 1. .5 .5 .4 .5 1.1 .7 .2 .4 .4 .2 2. .4 .5 .4 .5 1.0 .6 .1 .3 .4 .2 2 3. .4 .5 .4 .5 .9 .5 .1 .3 .3 .2 2 4. .4 .4 .4 .4 .9 .5 .1 .3 .3 .1 2 5. .3 .4 .3 .4 .8 .4 .1 .3 .3 .1 2 6. .3 .4 .3 .4 .8 .4 .1 .3 .2 .1 2 7. .3 .4 .3 .4 .7 .4 .1 .2 .2 .1 2 8. .3 .4 .3 .3 .7 .3 .1 .2 .2 .1 2 9. .2 .4 .3 .3 .7 .3 .1 .2 .2 .1 2 10. .2 .4 .3 .3 .6 .3 .0 .2 .2 .1 2 11. .2 .3 .3 .3 .6 .3 .0 .2 .2 .1 2 12. .2 .3 .3 .3 .6 .3 .0 .2 .1 .1 2 13. .2 .3 .3 .3 .5 .2 .0 .2 .1 .1 2 14. .2 .3 .3 .2 .5 .2 .0 .2 .1 .1 2 15. .2 .3 .3 .2 .5 .2 .0 .2 .1 .1 2 16. .2 .3 .3 .2 .5 .2 .0 .2 .1 .1 2 17. .1 .3 .3 .2 .5 .2 .0 .2 .1 .1 2 18. .1 .3 .3 .2 .4 .2 .0 .2 .1 .1 2 19. .1 .3 .3 .2 .4 .2 .0 .1 .1 .1 2 20. .1 .3 .2 .2 .4 .2 .0 .1 .1 .1 2 21. .1 .3 .2 .2 .4 .2 .0 .1 .1 .1 2 22. .1 .2 .2 .2 .4 .1 .0 .1 .1 .0 2 23. .1 .2 .2 .2 .4 .1 .0 .1 .1 .0 2 24. .1 .2 .2 .2 .3 .1 .0 .1 .1 .0 2 25. .1 .2 .2 .2 .3 .1 .0 .1 .1 .0 2 26. .1 .2 .2 .2 .3 .1 .0 .1 .1 .0 2 27. .1 .2 .2 .2 .3 .1 .0 .1 .1 .0 2 28. .1 .2 .2 .1 .3 .1 .0 .1 .1 .0 2 29. .1 .2 .2 .1 .3 .1 .0 .1 .1 .0 2 30. .1 .2 .2 .1 .3 .1 .0 .1 .0 .0 2 31. .1 .2 .2 .1 .3 .1 .0 .1 .0 .0 2 32. .1 .2 .2 .1 .3 .1 .0 .1 .0 .0 2 33. .1 .2 .2 .1 .3 .1 .0 .1 .0 .0 2 34. .1 .2 .2 .1 .3 .1 .0 .1 .0 .0 2 35. .1 .2 .2 .1 .2 .1 .0 .1 .0 .0 2 36. .1 .2 .2 .1 .2 .1 .0 .1 .0 .0 2 37. .1 .2 .2 .1 .2 .1 .0 .1 .0 .0 2 38. .1 .2 .2 .1 .2 .1 .0 .1 .0 .0 2 39. .1 .2 .2 .1 .2 .1 .0 .1 .0 .0 2 40. .1 .2 .2 .1 .2 .1 .0 .1 .0 .0 2 41. .1 .1 .2 .1 .2 .1 .0 .1 .0 .0 2 42. .0 .1 .2 .1 .2 .1 .0 .1 .0 .0 2 43. .0 .1 .2 .1 .2 .1 .0 .1 .0 .0 2 44. .0 .1 .2 .1 .2 .1 .0 .1 .0 .0 2 45. .0 .1 .2 .1 .2 .0 .0 .1 .0 .0 2 46. .0 .1 .1 .1 .2 .0 .0 .1 .0 .0 2 47. .0 .1 .1 .1 .2 .0 .0 .1 .0 .0 2 48. .0 .1 .1 .1 .2 .0 .0 .1 .0 .0 2 49. .0 .1 .1 .1 .2 .0 .0 .1 .0 .0 2 50. .0 .1 .1 .1 .2 .0 .0 .1 .0 .0 2 51. .0 .1 .1 .1 .2 .0 .0 .1 .0 .0 2 52. .0 .1 .1 .1 .1 .0 .0 .1 .0 .0 2 53. .0 .1 .1 .1 .1 .0 .0 .1 .0 .0 2 54. .0 .1 .1 .1 .1 .0 .0 .1 .0 .0 2 55. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 2 56. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 2 57. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 2 58. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 2 59. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 3 0. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 3 1. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 3 2. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 3 3. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 3 4. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 3 5. .0 .1 .1 .1 .1 .0 .0 .0 .0 .0 3 6. .0 .1 .1 .0 .1 .0 .0 .0 .0 .0 3 7. .0 .1 .1 .0 .1 .0 .0 .0 .0 .0 3 8. .0 .1 .1 .0 .1 .0 .0 .0 .0 .0 has 3 3 3 9. 10. 11. .0 .0 .0 .1 .1 .1 .1 .1 .1 .0 .0 .0 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 3 3 12. 13. 14. .0 .0 .0 .1 .1 .1 .1 .1 .1 .0 .0 .0 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 '3 3 3 15. 16. 17. .0 .0 .0 .1 .1 .1 .1 .1 .1 .0 .0 .0 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 3 3 18. 19. 20. .0 .0 .0 .1 .0 .0 .1 .1 .1 .0 .0 .0 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 '3 3 21. 22, 23. .0 A .0 .0 .0 .0 .1 J .1 .0 .0 .0 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 -0 .0 .0 .0 .0 .0 A .0 3 3 24. 25. 26. .0 .0 .0 .0 .0 .0 .1 .1 .1 .0 .0 .0 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 '3 3 3 3 27. 28. 29. .0 .0 .0 .0 .0 .0 .1 .1 .1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ' 3 30. .0 .0 .1 .0 .0 .0 .0 .0 .0 .0 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RO, WS VILLAGE 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 10 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 30 31 32 39 40 41 42 50 60 61 0 1. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 2. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 3. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 4. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 5. A 0 6. .0 .0 .0 .0 -0 .0 .0 .0 .0 .0 .0 -0 .0 .0 .0 .0 0 7. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 8: .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 0 9. .1 .1 .0 .0 .1 .0 .0 .1 .1 .0 0 10. .7 .4 .1 .1 .3 .2 .2 .5 .6 .2 0 11. 1.8 1.1 .3 .3 .8 .6 .6 1.2 1.6 .5 0 12. 3.0 1.9 .5 .4 1.5 1.0 .9 2.2 3.0 .9 0 13. 4.0 2.5 .8 .5 1.9 1.5 1.2 3.1 4.2 1.3 0 14. 4.7 2.9 .9 .5 2.3 1.8 1.4 3.7 5.3 1.6 0 15. 5.1 3.1 1.1 .5 2.5 2.1 1.5 4.1 6.1 1.8 0 16, 5.6 3.4 1.2 .5 2.7 2.4 1.6 4.6 6.8 2.1 '0 17. 6.1 3.7 1.3 .6 2.9 2.6 1.8 5.0 7.6 2.3 0 18. 6.4 3.9 1.4 .6 3.1 2.8 1.8 5.3 8.2 2.5 0 19. 6.5 4.0 1.5 .6 3.2 2.9 1.9 5.5 8.5 2.6 0 20. 6.6 4.0 1.5 .6 3.2 3.0 1.9 5.6 8.8 2.7 0 21. 7.9 4.8 1.8 .7 3.8 3.5 2.3 6.6 10.2 3.1 0 22. 9.9 6.0 2.2 1.0 4.8 4.3 2.9 8.2 12.6 3.8 0 23. 11.1 6.8 2.5 1.0 5.4 4.9 3.2 9.2 14.2 4.3 24. 11.9 7.3 2.7 1.1 5.8 5.3 3.4 9.9 15.4 4.7 '0 0 25. 12.6 7.7 2.9 1.3 6.1 5.6 3.6 10.6 16.3 5.0 0 26. 15.7 9.6 3.5 1.8 7.7 6.8 4.5 13.0 19.8 6.0 0 27. 20.3 12.4 4.5 2.5 10.1 8.7 5.9 16.8 25.1 7.5 0 28. 22.9 14.0 5.1 3.0 11.7 10.0 6.5 19.3 28.7 8.5 0 29. 24.5 15.0 5.6 3.5 12.9 11.0 6.9 21.2 31.3 9.2 0 30. 25.6 15.7 6.0 4.1 14.0 11.8 7.1 22.7 33.2 9.6 ' 0 31. 32.5 19.9 7.5 5.6 18.0 14.8 9.0 28.8 41.2 11.7 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8a� 32. 42.3 25.8 9.8 7.6 23.9 19.3 11.7 37.8 53.2 15.0 33. 46.5 28.5 11.2 9.0 27.5 22.1 12.6 43.2 60.4 16.8 34. 48.7 29.7 12.2 10.4 30.3 24.1 13.0 47.0 64.8 17.7 35. 49.9 30.5 12.9 11.7 32.8 25.8 13.2 50.1 67.9 ' 18.2 36. 41.7 25.5 11.7 11.5 30.3 23.5 10.7 45.5 60.1 15.6 37. 30.8 18.8 9.6 10.6 25.8 19.6 7.5 37.5 47.7 11.8 38. 26.6 16.2 8.7 10.5 24.2 17.8 6.4 34.2 41.8 10.0 ' 39. 24.6 15.0 8.2 10.5 23.6 16.9 6.0 32.6 38.6 9.0 40. 23.5 14.3 7.9 10.5 23.2 16.4 5.8 31.6 36.7 8.5 41. 20.6 12.6 7.3 10.0 21.8 15.2 5.0 29.2 33.1 7.5 42. 17.2 10.5 6.5 9.4 19.8 13.6 4.1 26.0 28.6 ' 6.4 43. 15.4 9.4 5.9 9.0 18.6 12.6 3.7 24.0 25.9 5.7 44. 14.3 8.7 5.6 8.7 17.8 12.0 3.4 22.7 24.0 5.2 45. 13.7 8.3 5.3 8.4 17.1 11.4 3.3 21.7 22.7 5.0 46. 12.5 7.6 5.0 8.0 16.2 10.7 3.0 20.3 21.0 4.6 , 47. 11.2 6.8 4.6 7.6 15.1 9.9 2.7 18.7 19.1 4.1 48. 10.3 6.3 4.3 7.2 14.3 9.4 2.5 17.5 17.7 3.8 49. 9.8 6.0 4.1 6.9 13.6 8.9 2.4 16.6 16.7 3.6 50. 9.5 5.8 3.9 6.7 13.1 8.5 2.3 15.9 16.0 ' 3.5 51. 8.8 5.4 3.7 6.3 12.4 8.1 2.2 15.0 15.0 3.3 52. 8.1 4.9 3.4 6.0 11.7 7.5 2.0 14.0 13.8 3.0 53. 7.6 4.6 3.2 5.7 11.1 7.1 1.9 13.2 13.0 2.8 , 54. 7.2 4.4 3.1 5.5 10.6 6.8 1.8 12.5 12.3 2.7 55. 7.0 4.3 2.9 5.3 10.1 6.5 1.7 12.0 11.9 2.6 56. 6.5 4.0 2.8 5.0 9.6 6.2 1.6 11.3 11.1 2.4 57. 5.8 3.6 2.6 4.7 8.9 5.7 1.4 10.4 10.1 ' 2.2 58. 5.4 3.3 2.4 4.4 8.4 5.4 1.3 9.8 9.4 2.1 59. 5.1 3.1 2.3 4.2 8.0 5.1 1.3 9.2 8.9 1.9 0. 4.9 3.0 2.1 4.0 7.6 4.8 1.2 8.8 8.5 1.9 1. 4.5 2.8 2.0 3.8 7.2 4.5 1.1 8.2 7.9 ' 1.7 2. 4.1 2.5 1.9 3.6 6.7 4.2 1.0 7.6 7.2 1.6 3. 3.8 2.3 1.7 3.4 6.3 4.0 .9 7.1 6.7 1.5 4. 3.6 2.2 1.6 3.2 5.9 3.7 .9 6.7 6.3 1.4 ' 5. 3.4 2.1 1.6 3.1 5.6 3.5 .8 6.4 6.0 1.3 6. 3.2 1.9 1.5 2.9 5.3 3.3 .8 6.0 5.6 1.2 7. 2.9 1.8 1.4 2.7 5.0 3.1 .7 5.6 5.2 1.2 8. 2.8 1.7 1.3 2.6 4.7 3.0 .7 5.3 4.9 ' 1.1 9. 2.6 1.6 1.2 2.5 4.5 2.8 .7 5.0 4.7 1.0 10. 2.5 1.5 1.2 2.3 4.3 2.7 .6 4.7 4.5 1.0 11. 2.4 1.4 1.1 2.2 4.1 2.5 .6 4.5 4.2 1.0 12. 2.2 1.3 1.0 2.1 3.8 2.4 .6 4.2 3.9 ' .9 13. 2.1 1.3 1.0 2.0 3.6 2.3 .5 4.0 3.7 .8 14. 2.0 1.2 .9 1.9 3.5 2.2 .5 3.8 3.5 .8 15. 1.9 1.1 .9 1.8 3.3 2.1 .5 3.6 3.4 .8 16. 1.8 1.1 .9 1.7 3.2 2.0 .5 3.4 3.2 ' .7 17. 1.8 1.1 .8 1.7 3.0 1.9 .5 3.3 3.1 .7 18. 1.7 1.1 .8 1.6 2.9 1.8 .4 3.2 3.0 .7 19. 1.7 1.0 .8 1.5 2.8 1.8 .4 3.1 2.9 .7 ' 20. 1.7 1.0 .7 1.5 2.7 1.7 .4 3.0 2.9 .7 21. 1.6 1.0 .7 1.4 2.6 1.6 .4 2.8 2.7 .7 22. 1.5 .9 .7 1.3 2.5 1.5 .4 2.7 2.6 .6 23. 1.4 .8 .6 1.3 2.3 1.5 .4 2.5 2.4 ' .6 24. 1.3 .8 .6 1.2 2.2 1.4 .3 2.4 2.3 .5 25. 1.3 .8 .6 1.2 2.1 1.3 .3 2.3 2.2 .5 26. 1.2 .7 .6 1.1 2.1 1.3 .3 2.2 2.1 .5 27. 1.2 .7 .5 1.1 2.0 1.2 .3 2.2 2.1 ' .5 28. 1.2 .7 .5 1.1 1.9 1.2 .3 2.1 2.0 .5 29. 1.1 .7 .5 1.0 1.9 1.2 .3 2.0 1.9 .5 30. 1.1 .7 .5 1.0 1.8 1.1 .3 2.0 1.9 .5 ' 31. 1.1 .7 .5 1.0 1.8 1.1 .3 1.9 1.9 .5 32. 1.1 .7 .5 .9 1.7 1.1 .3 1.9 1.8 .5 33. 1.1 .7 .5 .9 1.7 1.1 .3 1.8 1.8 .4 34. 1.1 .7 .4 .9 1.6 1.0 .3 1.8 1.8 .4 , 35. 1.1 .6 .4 .8 1.6 1.0 .3 1.7 1.7 .4 36. 1.1 .6 .4 .8 1.5 1.0 .3 1.7 1.7 .4 37. 1.0 .6 .4 .8 1.5 1.0 .3 1.7 1.7 .4 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 38. 1.0 .6 .4 .8 1.5 .9 .3 1.6 1.7 .4 1 39. 1.0 .6 .4 .7 1.4 .9 .3 1.6 1.7 .4 1 40. 1.0 .6 .4 .7 1.4 .9 .3 1.6 1.6 .4 1 41. 1.0 .6 .4 .7 1.4 .9 .3 1.6 1.6 .4 1 42. 1.0 .6 .4 .7 1.3 .9 .3 1.5 1.6 .4 1 43. 1.0 .6 .4 .7 1.3 .9 .3 1.5 1.6 .4 1 44. 1.0 .6 .4 .7 1.3 .8 .3 1.5 1.6 .4 1 45. 1.0 .6 .4 .6 1.3 .8 .3 1.5 1.6 .4 1 46. 1.0 .6 .4 .6 1.2 .8 .3 1.4 1.6 .4 1 47. 1.0 .6 .4 .6 1.2 .8 .3 1.4 1.6 .4 1 48. 1.0 .6 .4 .6 1.2 .8 .3 1.4 1.6 .4 1 49. 1.0 .6 .4 .6 1.2 .8 .3 1.4 1.5 .4 1 50. 1.0 .6 .4 .6 1.1 .8 .3 1.4 1.5 .4 1 51. .9 ..6 .3 .5 1.1 .7 .3 1.3 1.5 .4 1 52. .9 .5 .3 .5 1.0 .7 .2 1.2 1.4 .4 1 53. .8 .5 .3 .5 1.0 .7 .2 1.1 1.3 .3 1 54. .7 .4 .3 .5 .9 .6 .2 1.1 1.2 .3 1 55. .7 .4 .3 .5 .9 .6 .2 1.0 1.1 .3 1 56. .6 .4 .3 .4 .9 .6 .2 1.0 1.1 .3 1 57. .6 .4 .2 .4 .8 .6 .2 1.0 1.0 .3 1 58. .6 .4 .2 .4 .8 .5 .2 .9 1.0 .3 1 59. .6 .4 .2 .4 .8 .5 .2 .9 1.0 .3 2 0. .6 .3 .2 .4 .8 .5 .2 .9 .9 .3 2 1. .5 .3 .2 .4 .7 .5 .1 .8 .9 .2 2 2. .4 .3 .2 .4 .7 .4 .1 .7 .8 .2 2 3. .4 .2 .2 .4 .6 .4 .1 .7 .7 .2 2 4. .3 .2 .2 .3 .6 .4 .1 .6 .6 .2 2 5. .3 .2 .1 .3 .6 .3 .1 .6 .5 .1 2 6. .2 .1 .1 .3 .5 .3 .1 .5 .5 .1 2 7. .2 .1 .1 .3 .5 .3 .0 .5 .4 .1 2 8. .2 .1 .1 .3 .5 .3 .0 .5 .4 .1 2 9. .2 .1 .1 .3 .5 .3 .0 .4 .4 .1 2 10. .1 .1 .1 .3 .4 .3 .0 .4 .3 .1 2 11. .1 .1 .1 .3 .4 .2 .0 .4 .3 .1 2 12. .1 .1 .1 .3 .4 .2 .0 .4 .3 .1 2 13. .1 .1 .1 .3 .4 .2 .0 .4 .3 .1 2 14. .1 .1 .1 .2 .4 .2 .0 .3 .2 .1 2 15. .1 .0 .1 .2 .4 .2 .0 .3 .2 .1 2 16. .1 .0 .1 .2 .4 .2 .0 .3 .2 .0 2 17. .1 .0 .1 .2 .3 .2 .0 .3 .2 .0. 2 18. .1 .0 .1 .2 .3 .2 .0 .3 .2 .0 2 19. .1 .0 .1 .2 .3 .2 .0 .3 .2 .0 2 20. .1 .0 .1 .2 .3 .2 .0 .3 .2 .0 2 21. .0 .0 .1 .2 .3 .2 .0 .2 .2 .0 2 22. .0 .0 .1 .2 .3 .2 .0 .2 .1 .0 2 23. .0 .0 .1 .2 .3 .1 .0 .2 .1 .0 2 24. .0 .0 .1 .2 .3 .1 .0 .2 .1 .0 2 25. .0 .0 .1 .2 .3 .1 .0 .2 .1 .0 2 26. .0 .0 .0 .2 .3 .1 .0 .2 .1 .0 2 27. .0 .0 .0 .2 .2 .1 .0 .2 .1 .0 2 28. .0 .0 .0 .2 .2 .1 .0 .2 .1 .0 2 29. .0 .0 .0 .2 .2 .1 .0 .2 .1 .0 2 30. .0 .0 .0 .2 .2 .1 .0 .2 .1 .0 2 31. .0 .0 .0 .2 .2 .1 .0 .2 .1 .0 2 32. .0 .0 .0 .2 .2 .1 .0 .2 .1 .0 2 33. .0 .0 .0 .1 .2 .1 .0 .2 .1 .0 2 34. .0 .0 .0 .1 .2 .1 .0 .2 .1 .0 2 35. .0 .0 .0 .1 .2 .1 .0 .1 .1 .0 2 36. .0 .0 .0 .1 .2 .1 .0 .1 .1 .0 2 37. .0 .0 .0 .1 .2 .1 .0 .1 .1 .0 2 38. .0 .0 .0 .1 .2 .1 .0 .1 .1 .0 2 39. .0 .0 .0 .1 .2 .1 .0 .1 .1 .0 2 40. .0 .0 .0 .1 .2 .1 .0 .1 .1 .0 2 41. .0 .0 .0 .1 .2 .1 .0 .1 .1 .0 2 42. .0 .0 .0 .1 .2 .1 .0 .1 .0 .0 2 43. .0 .0 .0 .1 .2 .1 .0 .1 .0 .0 r M 2 44. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 45. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 46. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 47. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 48. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 49. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 50. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 51. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 52. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 53. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 54. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 55. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 56. .0 .0 .0 .1 .1 .1 .0 .1 .0 .0 2 57. .0 .0 .0 .1 .1 .0 .0 .1 .0 .0 2 58. .0 .0 .0 .1 .1 .0, .0 .1 .0 .0 2 59. .0 .0 .0 .1 .1 .0 .0 .1 .0 .0 3 0. .0 .0 .0 .1 .1 .0 .0 .1 .0 .0 3 1. .0 .0 .0 .1 .1 .0 .0 .1 .0 .0 3 2. .0 .0 .0 .1 .1 .0 .0 .1 .0 .0 3 3. .0 .0 .0 .1 .1 .0 .0 .1 .0 .0 3 4. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 5. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 6. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 7. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 8. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 9. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 10. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 11. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 12. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 13. .0 .0 .0 .1 .1 .0 .0 .0 .0 .0 3 14. .0 .0 .0 .0 .1 .0 .0 .0 .0 .0 3 15. .0 .0 .0 .0 .1 .0 .0 .0 .0 .0 3 16. .0 .0 .0 .0 .1 .0 .0 .0 .0 .0 3 17. .0 .0 .0 .0 .1 .0 .0 .0 .0 .0 3 18. .0 .0 .0 .0 .1 .0 .0 .0 .0 .0 3 19. .0 .0 .0 .0 .1 .0 .0 .0 .0 .0 3 20. .0 .0 .0 .0 .1 .0 .0 .0 .0 .0 3 21. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 22. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 23. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 24. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 25. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 26. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 27. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 28. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 29. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 3 30. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 62 Snf10'.)�Yfogryk f v rx-19AA Snpi 0 1. .0 0 2. .0 0 3. .0 0 4. .0 0 5. .0 0 6. .0 0 7. .0 g3P F 1 1 1 n 0 B. .0 0 9. .1 0 10. .3 0 11. .8 0 12. 1.4 0 13. 1.9 0 14. 2.3 0 15. 2.5 0 16. 2.7 0 17. 3.0 0 18. 3.1 0 19. 3.2 0 20. 3.3 0 21. 3.9 0 22. 4.8 0 23. 5.4 0 24. 5.9 0 25. 6.2 0 26. 7.7 0 27. 10.1 0 28. 11.6 0 29. 12.7 0 30. 13.6 0 31. 17.4 0 32. 22.9 0 33. 26.1 0 34. 28.3 0 35. 30.1 0 36. 27.1 0 37. 22.2 0 38. 20.3 0 39. 19.3 0 40. 18.7 0 41. 17.2 0 42. 15.2 0 43. 14.0 0 44. 13.2 0 45. 12.6 0 46. 11.7 0 47. 10.7 0 48. 10.0 0 49. 9.5 0 50. 9.1 0 51. 8.5 0 52. 7.9 0 53. 7.5 0 54. 7.1 0 55. 6.8 0 56. 6.4 0 57. 5.9 0 58. 5.5 0 59. 5.2 1 0. 4.9 1 1. 4.6 1 2. 4.2 1 3. 3.9 1 4. 3.7 1 5. 3.5 1 6. 3.3 1 7. 3.1 1 8. 2.9 1 9. 2.7 1 10. 2.6 1 11. 2.5 1 12. 2.3 1 13. 2.2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 14. 2.1 15. 2.0 16. 1.9 ' 17. 1.8 18. 1.7 19. 1.7 20. 1.6 , 21. 1.5 22. 1.5 23. 1.4 24. 1.3 ' 25. 1.3 26. 1.2 27. 1.2 , 28. 1.1 29. 1.1 30. 1.1 31. 1.0 ' 32. 1.0 33. 1.0 34. 1.0 35. .9 , 36. .9 37. .9 38. .9 ' 39. .9 40. .9 41. .8 4. .8 , 43. .8 44. .8 45. .8 46. .8 ' 47. .8 48. .8 49. .8 50. .7 , 51. .7 52. .7 53. .6 , 54. .6 55. .6 56. .5 57. .5 , 58. .5 59. .5 0. .5 ' 1. .4 2. .4 3. .4 4. .3 ' 5. .3 6. .3 7. .3 8. .2 ' 9. .2 10. .2 11. .2 12. .2 ' 13. .2 14. .2 15. .2 16. .1 , 17. .1 18. .1 19. .1 , 03, 1 2 20. ., 2 21. ., 2 22. ., 2 23. .1 2 24. .1 2 25. .1 2 26. .1 2 27. .1 2 28. .1 2 29. .1 2 30. .1 2 31. .1 2 32. .1 2 33. .1 2 34. .1 2 35. .1 2 36. .1 2 37. .1 2 38. .1 2 39. .1 2 40. .1 2 41. .1 2 42. .1 2 43. .0 2 44. .0 2 45. .0 2 46. .0 2 47. .0 2 48. .0 2 49. .0 2 50. .0 2 51. .0 2 52. .0 2 53. .0 2 54. .0 2 55. .0 2 56. .0 2 57. .0 2 58. .0 2 59. .0 3 0. .0 3 1. .0 3 2. .0 3 3. .0 3 4. .0 3 5. .0 3 6. .0 3 7. .0 3 8. .0 3 9. .0 3 10. .0 3 11. .0 3 12. .0 3 13. .0 3 14. .0 3 15. .0 3 16. .0 3 17. .0 3 18. .0 3 19. .0 3 20. .0 3 21. .0 3 22. .0 3 23. .0 3 24. .0 3 25. .0 635' 3 26. .0 3 27. :0 3 28. .0 ' 3 29. .0 3 30. .0 1 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 ' *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 159.100 TOTAL RAINFALL (INCHES) 2.890 ' TOTAL INFILTRATION (INCHES) .447 TOTAL WATERSHED OUTFLOW (INCHES) 2.223 ' TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .220 ' ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE ' 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 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) 201 202 0 3 .1 1. .0010 .0 .0 .001 10.00 0 202 209 0 3 .1 1. .0010 .0 .0 .001 10.00 ' 0 203 209 0 3 .1 1. .0010 .0 .0 .001 10.00 0 209 210 0 3 .1 1. .0010 .0 .0 .001 10.00 0 210 310 0 3 .1 1. .0010 .0 .0 .001 10.00 0 310 140 14 2 PIPE .1 1. .0010 .0 .0 .001 .10 ' 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .6 .5 1.1 1.3 1.7 2.1 2.7 3.1 3.6 4.2 4.1 7.0 5.1 7.5 6.1 7.5 7.4 7.9 8.8 8.4 9.8 8.6 ' 10.6 8.8 10.9 9.0 214 315 0 3 .1 1. .0010 .0 .0 .001 10.00 0 215 315 0 3 .1 1. .0010 .0 .0 .001 10.00 0 315 216 6 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 , RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 2.0 .2 3.0 .6 4.0 .8 4.5 1.2 5.0 216 116 0 3 .1 1. .0010 .0 .0 .001 10.00 0 116 140 0 1 CHANNEL 10.0 1650. .0030 4.0 4.0 .035 5.00 ' 0 140 299 0 1 CHANNEL 10.0 700. .0030 4.0 4.0 .035 5.00 0 220 224 0 3 .1 1. .0010 .0 .0 .001 10.00 0 224 324 0 3 .1 1. .0010 .0 .0 .001 10.00 0 324 124 6 2 PIPE .1 1. .0010 .0 .0 .001 .10 ' 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .2 4.0 .6 6.0 1.5 8.0 2.7 10.0 4.4 12.0 124 226 0 2 PIPE 3.0 825. .0080 .0 .0 .011 5.00 0 226 326 0 3 .1 1. .0010 .0 .0 .001 10.00 0 326 299 5 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW , .0 .0 .1 4.0 .4 6.0 1.0 8.0 1.9 10.0 130 131 0 2 PIPE .3.0 450. .0070 .0 .0 .013 3.00 0 330 0 2 PIPE 3.5 250. .0070 .0 .0 .013 3.50 0 '131 330 241 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 .1 1.0 .2 2.0 .6 3.0 1.1 4.0 1.9 5.0 6.0 '3.0 250 350 0 3 .1 1. .0010 .0 .0 .001 10.00 0 350 216 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 .1 1.0 .3 2.0 .6 3.0 .8 3.5 1.1 4.0 1.1 4.1 260 160 0 3 .1 1. .0010 .0 .0 .001 10.00 0 160 261 0 5 PIPE 1.5 275. .0100 .0 .0 .013 1.50 0 ' OVERFLOW .0 275. .0100 10.0 10.0 .035 5.00 261 262 0 3 .1 1. .0010 .0 .0 .001 10.00 0 + 262 362 0 3 .1 1. .0010 .0 .0 .001 10.00 0 362 241 3 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 ' RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.3 6.3 2.4 7.5 241 141 0 3 .1 1. .0010 .0 .0 .001 10.00 0 '141 299 0 1 CHANNEL 10.0 500. .0030 4.0 4.0 .035 5.00 0 299 0 0 3 .1 1. .0010 .0 .0 .001 10.00 0 TOTAL NUMBER OF GUTTERS/PIPES, 31 WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE ' 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 116 216 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22.2 ' 124 324 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.7 130 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 5.9 131 130 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 0 0 0 9.5 140 310 116 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 93.7 141 241 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 28.7 160 260 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8.9 201 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 8.5 202 201 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 12.6 ' 203 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 5.7 209 202 203 0 0 0 0 0 0 0 0 4 5 7 9 0 0 0 0 0 0 46.1 210 209 0 0 0 0 0 0 0 0 0 6 8 10 0 0 0 0 0 0 0 65.1 ' 214 0 0 0 0 0 0 0 0 0 0 14 0 0 0 0 0 0 0 0 0 4.8 215 0 0 0 0 0 0 0 0 0 0 15 0 0 O 0 0 0 0 0 0 4.4 216 315 350 0 0 0 0 0 0 0 0 16 39 0 0 0 0 0 0 0 0 22.2 220 0 0 0 0 0 0 0 0 0 0 20 21 22 0 0 0 0 0 0 0 20.4 ' 224 220 0 0 0 0 0 0 0 0 0 23 24 0 0 0 0 0 0 0 0 25.7 226 124 0 0 0 0 0 0 0 0 0 25 26 0 0 0 0 0 0 0 0 32.4 241 330 362 0 0 0 0 0 0 0 0 42 0 0 0 0 0 0 0 0 0 28.7 250 0 0 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 8.1 ' 260 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 8.9 261 160 0 0 0 0 0 0 0 0 0 61 0 0 0 0 0 0 0 0 0 11.0 262 261 0 0 0 0 0 0 0 0 0 62 0 0 0 0 0 0 0 0 0 15.7 299 140 326 141 0 0 0 0 0 0 0 41 0 0 0 0 0 0 0 0 0 159.1 ' 310 210 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 65.1 315 214 215 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9.2 324 224 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25.7 ' 326 226 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32.4 330 131 0 0 0 0 0 0 0 0 0 32 0 0 0 0 0 0 0 0 0 11.5 350 250 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8.1 362 262 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15.7 9�� WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 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 -FT FOR SURCHARGED GUTTER ' TIME(HR/MIN) 310 315 324 326 330 350 362 299 201 202 0 1. .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 2. .03 .00 .01 .00 .00 .00 .00 .01 .00 .01 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 3. .03 .01 .02 .01 .00 .01 .01 .01 .00 .01 ' .00(S) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 4. .03 .01 .03 .01 .01 .01 .01 .02 .01 .02 .00(S) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 5. .03 .01 .03 .02 .01 .01 .02 .02 .01 .02 ' .00(S) .00( ) .00(S) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 6. .03 .02 .03 .02 .01 .02 .03 .03 .01 .03 .00(S) .00( ) .00(S) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 7. .03 .02 .04 .03 .02 .02 .03 .04 .02 .04 ' .00(S) .00( ) .00(S) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 8. .03 .02 .04 .03 .02 .02 .03 .05 .02 .04 .00(S) .00( ) .00(S) .00( ) .00( ) .00( ) .00(S) .00( ) .00( ) .00( ' ) 0 9. .04 .04 .04 .04 .03 .03 .03 .10 .10 .25 .00(S) .00(S) .00(S) .00(S) .00(S) .00(S) .00(S) .00( ) .00( ) .00( ) 0 10. .04 .06 .09 .05 .04 .04 .04 .45 .59 1.47 .01(S) .00(S) .00(S) .00(S) .00(S) .00(S) .00(S) .00( ) .00( ) .00( ' ) 0 11. .05 .10 .21 .10 .06 .07 .05 .89 1.19 2.83 .02(S) .00(S) .01(S) .00(S) .00(S) .00(S) .00(S) .00( ) .00( ) .00( ) 0 12. .07 .18 .42 .17 .10 .11 .08 1.62 2.14 4.88 .05(S) .00(S) .02(S) .01(S) .00(S) .01(S) .01(S) .00( ) .00( ) .00( ' ) 0 13. .10 .29 .72 .27 .19 .17 .13 2.15 2.68 5.73 .08(S) .01(S) .03(S) .01(S) .01(S) .01(S) .02(S) .00( ) .00( ) .00( ) 0 14. .13 .41 1.08 .40 .31 .23 .18 2.89 3.42 7.09 ' .12(S) .01(S) .04(S) .01(S) .02(S) .01(S) .03(S) .00( ) .00( ) .00( ) 0 15. .17 .54 1.48 .54 .45 .31 .25 3.41 3.71 7.33 .17(S) .02(S) .06(S) .02(S) .03(S) .02(S) .04(S) .00( ) .00( ) .00( ) 0 16. .21 .69 1.92 .70 .62 .39 .33 4.33 4.44 8.75 ' .22(S) .02(S) .08(S) .03(S) .04(S) .03(S) .06(S) .00( ) .00( ) .00( ) 0 17. .26 .85 2.41 .89 .81 .48 .41 5.05 4.71 9.01 .28(S) .02(S) .10(S) .03(S) .05(S) .03(S) .07(S) .00( ) .00( ) .00( ) 0 18. .30 1.01 2.91 1.10 1.01 .58 .50 5.98 5.17 9.86 , .34(S) .03(S) .12(S) .04(S) .07(S) .04(S) .09(S) .00( ) .00( ) .00( ) 0 19. .35 1.18 3.43 1.33 1.11 .67 .60 6.72 5.23 9.73 .40(S) .03(S) .14(S) .05(S) .08(S) .04(S) .11(S) .00( ) .00( ) .00( ) 0 20. .41 1.34 3.95 1.58 1.21 .77 .69 7.67 5.53 10.33 ' .47(S) .04(S) .17(S) .06(S) .10(S) .05(S) .13(S) .00( ) .00( ) .00( ) 0 21. .46 1.54 4.14 1.87 1.31 .88 .80 9.46 6.97 13.30 .54(S) .05(S) .19(S) .07(S) .11(S) .06(S) .15(S) .00( ) .00( ) .00( ) ' 0 22. .58 1.79 4.30 2.22 1.43 1.03 .93 11.47 8.35 16.04 .63(S) .05(S) .23(S) .08(S) .13(S) .07(S) .18(S) .00( ) .00( ) .00( ) 0 23. .76 2.04 4.48 2.61 1.57 1.09 1.07 13.15 8.97 16.93 , I o r 1 .74(S) .06(S) .26(S) .10(S) .16(S) .08(S) .21(S) .00( ) .00( ) .00( ) 0 24. .96 2.09 4.68 3.02 1.73 1.16 1.22 15.15 9.89 18.75 .85(S) .07(S) .30(S) .11(S) .18(S) .09(S) .24(S) .00( ) .00( ) .00( ) 0 25. 1.17 2.14 4.89 3.45 1.90 1.23 1.39 16.86 10.20 19.10 .97(S) .08(S) .35(S) .13(S) .21(S) .11(S) .27(S) .00( ) .00( ) .00( ) 0 26. 1.40 2.22 5.15 3.97 2.07 1.32 1.58 21.17 13.99 27.30 1.12(S) .09(S) .40(S) .15(S) .24(S) .12(S) .31(S) .00( ) .00( ) .00( ) 0 27. 1.64 2.32 5.49 4.18 2.18 1.44 1.82 24.92 16.57 32.05 1.31(S) .11(S) .48(S) .17(S) .28(S) .14(S) .35(S) .00( ) .00( ) .00( ) 0 28. 1.92 2.43 5.88 4.37 2.33 1.58 2.10 28.59 18.61 35.57 1.53(S) .13(S) .56(S) .20(S) .33(S) .17(S) .41(S) .00( ) .00( ) .00( ) 0 29. 2.21 2.57 6.17 4.58 2.49 1.72 2.41 32.09 20.06 37.74 1.76(S) .16(S) .65(S) .23(S) .39(S) .19(S) .47(S) .00( ) .00( ) .00( ) 0 30. 2.47 2.71 6.40 4.81 2.66 1.88 2.76 35.67 21.45 39.89 2.01(S) .18(S) .75(S) .26(S) .44(S) .22(S) .54(S) .00( ) .00( ) .00( ) 0 31. 2.79 2.90 6.68 5.09 2.87 2.06 3.17 44.73 30.14 57.48 2.33(S) .22(S) .87(S) .30(S) .51(S) .26(S) .62(S) .00( ) .00( ) .00( ) 0 32. 3.22 3.10 7.06 5.45 3.10 2.19 3.70 53.94 36.78 69.00 2.74(S) .26(S) 1.03(S) .36(S) .60(S) .31(S) .73(S) .00( ) .00( ) .00( ) 0 33. 3.77 3.25 7.49 5.86 3.32 2.34 4.32 61.91 40.49 73.71 3.21(S) .32(S) 1.22(S) .41(S) .71(S) .37(S) .85(S) .00( ) .00( ) .00( ) 0 34. 4.80 3.42 7.96 6.18 3.56 2.50 5.00 70.19 44.32 79.38 3.71(S) .37(S) 1.42(S) .48(S) .82(S) .43(S) .99(S) .00( ) .00( ) .00( ) 0 35. 7.08 3.60 8.32 6.43 3.81 2.67 5.74 77.74 46.59 81.44 4.24(S) .44(S) 1.63(S) .55(S) .94(S) .49(S) 1.13(S) .00( ) .00( ) .00( ) 0 36. 7.33 3.77 8.63 6.66 4.04 2.83 6.35 76.88 37.56 60.80 4.70(S) .50(S) 1.82(S) .61(S) 1.06(S) .55(S) 1.27(S) .00( ) .00( ) .00( ) 0 37. 7.54 3.92 8.87 6.84 4.16 2.95 6.47 76.86 33.51 52.85 5.08(S) .55(S) 1.98(S) .66(S) 1.15(S) .60(S) 1.39(S) .00( ) .00( ) .00( ) 0 38. 7.54 4.04 9.09 7.01 4.25 3.07 6.58 77.23 31.55 48.93 5.42(S) .59(S) 2.12(S) .70(S) 1.22(S) .64(S) 1.49(S) .00( ) .00( ) .00( ) 0 39. 7.54 4.13 9.30 7.16 4.33 3.17 6.67 77.81 30.47 47.03 5.74(S) .64(S) 2.25(S) .75(S) 1.29(S) .68(S) 1.58(S) .00( ) .00( ) .00( ) 0 40. 7.54 4.21 9.49 7.31 4.41 3.28 6.76 78.54 29.93 45.81 6.05(S) .68(S) 2.37(S) .79(S) 1.35(S) .72(S) 1.66(S) .00( ) .00( ) .00( ) 0 41. 7.62 4.28 9.67 7.45 4.47 3.37 6.84 77.15 26.64 39.25 6.33(S) .72(S) 2.48(S) .82(S) 1.40(S) .76(S) 1.74(S) .00( ) .00( ) .00( ) 0 42. 7.70 4.35 9.83 7.57 4.53 3.45 6.90 76.05 24.77 35.77 6.59(S) .75(S) 2.58(S) .86(S) 1.45(S) .79(S) 1.81(S) .00( ) .00( ) .00( ) 0 43. 7.77 4.41 9.97 7.69 4.58 3.53 6.96 75.07 23.30 33.42 6.82(S) .79(S) 2.67(S) .89(S) 1.49(S) .82(S) 1.87(S) .00( ) .00( ) .00( ) 0 44. 7.84 4.47 10.08 7.79 4.63 3.58 7.02 74.41 22.44 32.02 7.04(S) .82(S) 2.75(S) .91(S) 1.52(S) .84(S) 1.92(S) .00( ) .00( ) .00( ) 0 45. 7.90 4.52 10.18 7.89 4.67 3.62 7.07 73.81 21.58 30.82 7.26(S) .84(S) 2.83(S) .94(S) 1.56(S) .87(S) 1.97(S) .00( ) .00( ) .00( ) 0 46. 7.96 4.56 10.26 7.99 4.71 3.66 7.12 72.74 20.12 28.12 7.46(S) .87(S) 2.90(S) .97(S) 1.59(S) .89(S) 2.01(S) .00( ) .00( ) .00( ) 0 47. 8.03 4.59 10.34 8.06 4.74 3.70 7.16 71.68 18.87 26.21 7.64(S) .89(S) 2.97(S) .99(S) 1.61(S) .91(S) 2.05(S) .00( ) .00( ) .00( ) 0 48. 8.09 4.62 10.41 8.11 4.77 3.73 7.20 70.83 18.07 24.96 7.81(S) .92(S) 3.03(S) 1.01(S) 1.64(S) .93(S) 2.09(S) .00( ) .00( ) .00( ) 0 49. 8.15 4.65 10.47 8.16 4.80 3.76 7.23 70.01 17.26 23.89 7.98(S) .94(S) 3.09(S) 1.03(S) 1.66(S) .95(S) 2.13(S) .00( ) .00( ) .00( ) 0 50. 8.21 4.67 10.54 8.20 4.82 3.79 7.26 69.40 16.76 23.18 8.14(S) .96(S) 3.14(S) 1.05(S) 1.68(S) .96(S) 2.16(S) .00( ) .00( ) .00( ) 0 51. 8.26 4.70 10.59 8.25 4.85 3.82 7.29 68.40 15.63 21.40 8.29(S) .97(S) 3.19(S) 1.07(S) 1.70(S) .98(S) 2.19(S) .00( ) .00( ) .00( ) 0 52. 8.31 4.72 10.65 8.29 4.87 3.85 7.32 67.56 14.92 20.26 8.43(S) .99(S) 3.24(S) 1.09(S) 1.72(S) .99(S) 2.21(S) .00( ) .00( ) .00( ) 0 53. 8.36 4.74 10.70 8.33 4.89 3.87 7.35 66.71 14.15 19.25 8.56(S) 1.00(S) 3.28(S) 1.11(S) 1.73(S) 1.01(S) 2.24(S) .00( ) .00( ) .00( ) 0 54. 8.40 4.76 10.74 8.36 4.91 3.89 7.37 66.04 13.70 18.60 8.69(S) 1.02(S) 3.32(S) 1.12(S) 1.75(S) 1.02(S) 2.26(S) .00( ) .00( ) .00( ) 0 55. 8.44 4.77 10.78 8.40 4.92 3.91 7.39 65.34 13.12 17.91 8.81(S) 1.03(S) 3.36(S) 1.14(S) 1.76(S) 1.03(S) 2.28(S) .00( ) .00( ) .00( ) 0 56. 8.47 4.79 10.82 8.43 4.94 3.93 7.41 64.45 12.32 16.51 8.92(S) 1.04(S) 3.39(S) 1.15(S) 1.77(S) 1.04(S) 2.30(S) .00( ) .00( ) .00( ) 0 57. 8.49 4.80 10.86 8.47 4.95 3.94 7.43 63.50 11.51 15.36 9.03(S) 1.05(S) 3.42(S) 1.17(S) 1.79(S) 1.05(S) 2.32(S) .00( ) .00( ) .00( ) 0 58. 8.51 4.81 10.89 8.50 4.97 3.96 7.45 62.71 11.01 14.60 ' 9.12(S) 1.06(S) 3.45(S) 1.18(S) 1.80(S) 1.06(S) 2.34(S) .00( ) .00( ) .00( ) 0 59. 8.53 4.83 10.92 8.53 4.98 3.97 7.46 61.88 10.41 13.86 9.22(S) 1.07(S) 3.47(S) 1.19(S) 1.80(S) 1.06(S) 2.35(S) .00( ) .00( ) .00( ) 1 0. 8.55 4.84 10.95 8.55 4.99 3.98 7.47 61.21 10.07 13.37 , 9.30(S) 1.08(S) 3.50(S) 1.21(S) 1.81(S) 1.07(S) 2.36(S) .00( ) .00( ) .00( ) 1 1. 8.57 4.85 10.97 8.58 4.99 3.99 7.48 60.29 9.30 12.25 9.39(S) 1.09(S) 3.52(S) 1.22(S) 1.82(S) 1.08(S) 2.37(S) .00( ) .00( ) .00( ) , 1 2. 8.59 4.85 10.99 8.61 5.00 4.00 7.49 59.50 8.85 11.53 9.46(S) 1.09(S) 3.54(S) 1.23(S) 1.82(S) 1.08(S) 2.38(S) .00( ) .00( ) .00( ) 1 3. 8.60 4.86 11.01 8.63 5.01 4.01 7.50 58.67 8.28 10.80 9.53(S) 1.10(S) 3.55(S) 1.24(S) 1.83(S) 1.09(S) 2.39(S) .00( ) .00( ) .00( ' ) 1 4. 8.62 4.87 11.03 8.65 5.01 4.02 7.50 57.98 7.98 10.35 9.60(S) 1.10(S) 3.57(S) 1.25(S) 1.83(S) 1.09(S) 2.39(S) .00( ) .00( ) .00( ) 1 5. 8.63 4.87 11.04 8.68 5.02 4.02 7.51 57.25 7.52 9.82 9.66(S) 1.11(S) 3.58(S) 1.26(S) 1.84(S) 1.09(S) 2.40(S) .00( ) .00( ) .00( ' ) 1 6. 8.65 4.88 11.06 8.70 5.02 4.03 7.51 56.58 7.18 9.26 9.72(S) 1.11(S) 3.59(S) 1.27(S) 1.84(S) 1.10(S) 2.40(S) .00( ) .00( ) .00( ) 1 7. 8.66 4.88 11.07 8.72 5.02 4.03 7.52 55.84 6.70 8.67 ' 9.78(S) 1.11(S) 3.60(S) 1.28(S) 1.84(S) 1.10(S) 2.40(S) .00( ) .00( ) .00( ) 1 8. 8.67 4.88 11.08 8.74 5.03 4.03 7.52 55.24 6.47 8.31 9.83(S) 1.12(S) 3.61(S) 1.29(S) 1.84(S) 1.10(S) 2.41(S) .00( ) .00( ) .00( ) 1 9. 8.68 4.89 11.09 8.75 5.03 4.04 7.52 54.59 6.08 7.87 ' 9.87(S) 1.12(S) 3.61(S) 1.29(S) 1.84(S) 1.10(S) 2.41(S) .00( ) .00( ) .00( ) 1 10. 8.69 4.89 11.09 8.77 5.03 4.04 7.52 54.07 5.92 7.62 9.92(S) 1.12(S) 3.62(S) 1.30(S) 1.84(S) 1.10(S) 2.41(S) .00( ) .00( ) .00( ) 1 11. 8.70 4.89 11.10 8.79 5.03 4.04 7.52 53.42 5.49 7.07 ' 9.96(S) 1.12(S) 3.63(S) 1.31(S) 1.85(S) 1.10(S) 2.41(S) .00( ) .00( ) .00( ) 1 12. 8.71 4.89 11.10 8.81 5.03 4.04 7.52 52.90 5.31 6.76 10.00(S) 1.12(S) 3.63(S) 1.32(S) 1.85(S) 1.10(S) 2.41(S) .00( ) .00( ) .00( ) 1 13. 8.72 4.89 11.11 8.82 5.03 4.04 7.52 52.32 4.96 6.36 ' 10.04(S) 1.12(S) 3.63(S) 1.32(S) 1.84(S) 1.10(S) 2.41(S) .00( ) .00( ) .00( ) 1 14. 8.73 4.89 11.11 8.84 5.03 4.04 7.52 51.86 4.85 6.16 10.07(S) 1.12(S) 3.63(S) 1.33(S) 1.84(S) 1.10(S) 2.41(S) .00( ) .00( ) .00( ) ' 1 15. 8.74 4.89 11.11 8.85 5.02 4.04 7.52 51.34 4.55 5.84 10.11(S) 1.12(S) 3.63(S) 1.34(S) 1.84(S) 1.10(S) 2.40(S) .00( ) .00( ) .00( ) 1 16. 8.74 4.89 11.11 8.87 5.02 4.04 7.51 50.95 4.47 5.71 10.14(S) 1.12(S) 3.63(S) 1.34(S) 1.84(S) 1.10(S) 2.40(S) .00( ) .00( ) .00( ' ) 1 17. 8.75 4.89 11.11 8.88 5.02 4.03 7.51 50.49 4.21 5.44 10.17(S) 1.12(S) 3.63(S) 1.35(S) 1.84(S) 1.10(S) 2.40(S) .00( ) .00( ) .00( ) 1 18. 8.76 4.88 11.11 8.90 5.02 4.03 7.51 50.15 4.17 5.35 10.20(S) 1.12(S) 3.63(S) 1.36(S) 1.84(S) 1.10(S) 2.40(S) .00( ) .00( ) .00( ' ) 1 19. 8.76 4.88 11.11 8.91 5.02 4.03 7.51 49.74 3.93 5.12 10.22(S) 1.11(S) 3.63(S) 1.36(S) 1.84(S) 1.10(S) 2.39(S) .00( ) .00( ) .00( ) 1 20. 8.77 4.88 11.10 8.93 5.01 4.03 7.50 49.45 3.91 5.06 ' 10.25(S) 1.11(S) 3.63(S) 1.37(S) 1.83(S) 1.10(S) 2.39(S) .00( ) .00( ) .00( ) 1 21. 8.78 4.88 11.10 8.94 5.01 4.02 7.50 49.01 3.61 4.68 10.27(S) 1.11(S) 3.63(S) 1.37(S) 1.83(S) 1.09(S) 2.39(S) .00( ) .00( ) .00( ) 1 22. 8.78 4.87 11.10 8.95 5.01 4.02 7.50 48.69 3.54 4.51 ' 10.29(S) 1.11(S) 3.63(S) 1.38(S) 1.83(S) 1.09(S) 2.38(S) .00( ) .00( ) .00( ) 1 23. 8.79 4.87 11.09 8.96 5.00 4.02 7.49 48.29 3.29 4.23 10.31(S) 1.11(S) 3.62(S) 1.38(S) 1.83(S) 1.09(S) 2.38(S) .00( ) .00( ) .00( ) 1 24. 8.79 4.87 11.09 8.98 5.00 4.01 7.49 48.00 3.26 4.13 10.33(S) 1.10(S) 3.62(S) 1.39(S) 1.82(S) 1.09(S) 2.37(S) .00( ) .00( ) .00( ) 1 25. 8.79 4.86 11.08 8.99 5.00 4.01 7.48 47.64 3.04 3.90 10.35(S) 1.10(S) 3.61(S) 1.40(S) 1.82(S) 1.09(S) 2.37(S) .00( ) .00( ), .00( ) 1 26. 8.80 4.86 11.08 9.00 4.99 4.00 7.48 47.39 3.03 3.85 ' 10.37(S) 1.10(S) 3.61(S) 1.40(S) 1.82(S) 1.08(S) 2.36(S) .00( ) .00( ) .00( ) 1 27. 8.80 4.86 11.07 9.01 4.99 4.00 7.47 47.05 2.83 3.65 10.38(S) 1.09(S) 3.60(S) 1.41(S) 1.81(S) 1.08(S) 2.36(S) .00( ) .00( ) .00( ) ' 1 28. 8.81 4.85 11.07 9.02 4.98 4.00 7.47 46.84 2.84 3.62 10.40(S) 1.09(S) 3.60(S) 1.41(S) 1.81(S) 1.08(S) 2.35(S) .00( ) .00( ) .00( ) 1 29. 8.81 4.85 11.06 9.03 4.98 3.99 7.46 46.54 2.66 3.45 ' eqv 10.41(S) 1.09(S) 3.59(S) 1.41(S) 1.81(S) 1.08(S) 2.35(S) .00( ) .00( ) .00( ) 1 30. 8.81 4.84 11.05 9.04 4.98 3.99 7.46 46.35 2.68 3.44 10.43(S) 1.09(S) 3.59(S) 1.42(S) 1.80(S) 1.07(S) 2.34(S) .00( ) .00( ) .00( ) 1 31. 8.82 4.84 11.04 9.06 4.97 3.98 7.45 46.08 2.51 3.28 10.44(S) 1.08(S) 3.58(S) 1.42(S) 1.80(S) 1.07(S) 2.34(S) .00( ) .00( ) .00( ) 1 32. 8.82 4.83 11.04 9.07 4.97 3.98 7.44 45.91 2.54 3.29 10.45(S) 1.08(S) 3.57(S) 1.43(S) 1.80(S) 1.07(S) 2.33(S) .00( ) .00( ) .00( ) 1 33. 8.82 4.83 11.03 9.08 4.96 3.97 7.44 45.66 2.38 3.14 10.46(S) 1.07(S) 3.57(S) 1.43(S) 1.79(S) 1.06(S) 2.33(S) .00( ) .00( ) .00( ) 1 34. 8.82 4.82 11.02 9.09 4.96 3.96 7.43 45.52 2.42 3.15 10.48(S) 1.07(S) 3.56(S) 1.44(S) 1.79(S) 1.06(S) 2.32(S) .00( ) .00( ) .00( ) 1 35. 8.83 4.82 11.01 9.10 4.95 3.96 7.43 45.29 2.26 3.01 10.49(S) 1.07(S) 3.55(S) 1.44(S) 1.78(S) 1.06(S) 2.31(S) .00( ) .00( ) .00( ) 1 36. 8.83 4.81 11.00 9.11 4.95 3.95 7.42 45.16 2.32 3.04 10.50(S) 1.06(S) 3.54(S) 1.45(S) 1.78(S) 1.06(S) 2.31(S) .00( ) .00( ) .00( ) 1 37. 8.83 4.81 11.00 9.12 4.94 3.95 7.41 44.95 2.16 2.91 10.51(S) 1.06(S) 3.54(S) 1.45(S) 1.78(S) 1.05(S) 2.30(S) .00( ) .00( ) .00( ) 1 38. 8.83 4.80 10.99 9.13 4.94 3.94 7.41 44.84 2.22 2.94 10.52(S) 1.06(S) 3.53(S) 1.46(S) 1.77(S) 1.05(S) 2.30(S) .00( ) .00( ) .00( ) 1 39. 8.84 4.80 10.98 9.14 4.93 3.94 7.40 44.64 2.07 2.81 10.52(S) 1.05(S) 3.52(S) 1.46(S) 1.77(S) 1.05(S) 2.29(S) .00( ) .00( ) .00( ) 1 40. 8.84 4.79 10.97 9.15 4.93 3.93 7.39 44.54 2.13 2.84 10.53(S) 1.05(S) 3.51(S) 1.46(S) 1.77(S) 1.04(S) 2.28(S) .00( ) .00( ) .00( ) 1 41. 8.84 4.79 10.96 9.15 4.92 3.92 7.39 44.35 1.99 2.72 10.54(S) 1.04(S) 3.51(S) 1.47(S) 1.76(S) 1.04(S) 2.28(S) .00( ) .00( ) .00( ) 1 42. 8.84 4.78 10.95 9.16 4.92 3.92 7.38 44.26 2.06 2.76 10.55(S) 1.04(S) 3.50(S) 1.47(S) 1.76(S) 1.04(S) 2.27(S) .00( ) .00( ) .00( ) 1 43. 8.84 4.78 10.94 9.17 4.91 3.91 7.38 44.08 1.92 2.64 10.56(S) 1.04(S) 3.49(S) 1.48(S) 1.75(S) 1.03(S) 2.27(S) .00( ) .00( ) .00( ) 1 44. 8.85 4.77 10.93 .9.18 4.91 3.91 7.37 44.01 1.98 2.69 10.56(S) 1.03(S) 3.48(S) 1.48(S) 1.75(S) 1.03(S) 2.26(S) .00( ) .00( ) .00( ) 1 45. 8.85 4.77 10.92 9.19 4.90 3.90 7.36 43.84 1.85 2.57 10.57(S) 1.03(S) 3.47(S) 1.48(S) 1.75(S) 1.03(S) 2.25(S) .00( ) .00( ) .00( ) 1 46. 8.85 4.76 10.91 9.20 4.90 3.90 7.36 43.77 1.92 2.62 10.58(S) 1.02(S) 3.47(S) 1.49(S) 1.74(S) 1.02(S) 2.25(S) .00( ) .00( ) .00( ) 1 47. 8.86 4.76 10.90 9.21 4.89 3.89 7.35 43.61 1.79 2.51 10.58(S) 1.02(S) 3.46(S) 1.49(S) 1.74(S) 1.02(S) 2.24(S) .00( ) .00( ) .00( ) 1 48. 8.86 4.75 10.89 9.22 4.89 3.88 7.34 43.55 1.86 2.56 10.59(S) 1.01(S) 3.45(S) 1.50(S) 1.73(S) 1.02(S) 2.23(S) .00( ) .00( ) .00( ) 1 49. 8.86 4.74 10.88 9.23 4.88 3.88 7.34 43.40 1.73 2.45 10.60(S) 1.01(S) 3.44(S) 1.50(S) 1.73(S) 1.01(S) 2.23(S) .00( ) .00( ) .00( ) 1 50. 8.87 4.74 10.87 9.24 4.88 3.87 7.33 43.35 1.81 2.50 10.60(S) 1.01(S) 3.43(S) 1.50(S) 1.73(S) 1.01(S) 2.22(S) .00( ) .00( ) .00( ) 1 51. 8.87 4.73 10.86 9.24 4.87 3.86 7.32 43.15 1.61 2.25 10.61(S) 1.00(S) 3.42(S) 1.51(S) 1.72(S) 1.00(S) 2.22(S) .00( ) .00( ) .00( ) 1 52. 8.87 4.73 10.85 9.25 4.87 3.86 7.32 43.05 1.64 2.19 10.61(S) 1.00(S) 3.41(S) 1.51(S) 1.72(S) 1.00(S) 2.21(S) .00( ) .00( ) .00( ) 1 53. 8.87 4.72 10.84 9.26 4.86 3.85 7.31 42.85 1.46 1.99 10.61(S) .99(S) 3.40(S) 1.51(S) 1.71(S) 1.00(S) 2.20(S) .00( ) .00( ) .00( ) 1 54. 8.87 4.71 10.83 9.27 4.86 3.84 7.30 42.76 1.51 1.98 10.62(S) .99(S) 3.40(S) 1.52(S) 1.71(S) .99(S) 2.19(S) .00( ) .00( ) .00( ) 1 55. 8.87 4.71 10.82 9.28 4.85 3.84 7.30 42.57 1.35 1.82 10.62(S) .98(S) 3.39(S) 1.52(S) 1.70(S) .99(S) 2.19(S) .00( ) .00( ) .00( ) 1 56. 8.88 4.70 10.81 9.28 4.85 3.83 7.29 42.49 1.41 1.84 10.62(S) .98(S) 3.38(S) 1.52(S) 1.70(S) .99(S) 2.18(S) .00( ) .00( ) .00( ) 1 57. 8.88 4.70 10.80 9.29 4.84 3.82 7.28 42.32 1.26 1.70 10.62(S) .97(S) 3.36(S) 1.53(S) 1.69(S) .98(S) 2.17(S) .00( ) .00( ) .00( ) 1 58. 8.88 4.69 10.78 9.30 4.83 3.82 7.27 42.25 1.33 1.73 10.62(S) .97(S) 3.35(S) 1.53(S) 1.69(S) .98(S) 2.16(S) .00( ) .00( ) .00( ) 1 59. 8.88 4.68 10.77 9.30 4.83 3.81 7.26 42.08 1.19 1.60 10.62(S) .96(S) 3.34(S) 1.53(S) 1.68(S) .97(S) 2.16(S) .00( ) .00( ) .00( ) 2 0. 8.88 4.68 10.76 9.31 4.82 3.80 7.26 42.03 1.26 1.64 10.62(S) .96(S) 3.33(S) 1.54(S) 1.68(S) .97(S) 2.15(S) .00( ) .00( ) .00( ) 2 1. 8.88 4.67 10.75 9.32 4.81 3.79 7.25 41.83 1.07 1.40 10.62(S) .95(S) 3.32(S) 1.54(S) 1.67(S) .97(S) 2.14(S) .00( ) .00( ) .00( ) 2 2. 8.87 4.66 10.73 9.32 4.81 3.79 7.24 41.74 1.10 1.36 10.62(S) .95(S) 3.31(S) 1.54(S) 1.67(S) .96(S) 2.13(S) .00( ) .00( ) .00( ) 2 3. 8.87 4.66 10.72 9.33 4.80 3.78 7.23 41.54 .93 1.17 10.61(S) .94(S) 3.30(S) 1.54(S) 1.66(S) .96(S) 2.13(S) .00( ) .00( ) .00( ) 2 4. 8.87 4.65 10.71 9.34 4.80 3.77 7.22 41.46 .98 1.16 ' 10.61(S) .94(S) 3.29(S) 1.55(S) 1.66(S) .95(S) 2.12(S) .00( ) .00( ) .00( ) 2 5. 8.87 4.64 10.69 9.34 4.79 3.76 7.21 41.27 .83 1.00 10.61(S) .93(S) 3.28(S) 1.55(S) 1.65(S) .95(S) 2.11(S) .00( ) .00( ) .00( ) ' 2 6. 8.87 4.63 10.68 9.35 4.78 3.76 7.21 41.20 .89 1.02 10.60(S) .93(S) 3.26(S) 1.55(S) 1.65(S) .94(S) 2.10(S) .00( ) .00( ) .00( ) 2 7. 8.86 4.63 10.66 9.35 4.77 3.75 7.20 41.02 .74 .88 10.60(S) .92(S) 3.25(S) 1.55(S) 1.64(S) .94(S) 2.09(S) .00( ) .00( ) .00( ) , 2 B. 8.86 4.62 10.65 9.36 4.77 3.74 7.19 40.96 .81 .91 10.59(S) .92(S) 3.24(S) 1.56(S) 1.64(S) .94(S) 2.08(S) .00( ) .00( ) .00( ) 2 9. 8.86 4.61 10.63 9.36 4.76 3.73 7.18 40.80 .67 .78 10.59(S) .91(S) 3.23(S) 1.56(S) 1.63(S) .93(S) 2.07(S) .00( ) .00( ) .00( ) , 2 10. 8.85 4.61 10.62 9.37 4.75 3.72 7.17 40.74 .75 .82 10.58(S) .90(S) 3.21(S) 1.56(S) 1.62(S) .93(S) 2.06(S) .00( ) .00( ) .00( ) 2 11. 8.85 4.60 10.61 9.37 4.74 3.72 7.16 40.59 .61 .70 10.57(S) .90(S) 3.20(S) 1.56(S) 1.62(S) .92(S) 2.06(S) .00( ) .00( ) .00( ' ) 2 12. 8.85 4.59 10.59 9.38 4.74 3.71 7.15 40.54 .69 .75 10.57(S) .89(S) 3.19(S) 1.56(S) 1.61(S) .92(S) 2.05(S) .00( ) .00( ) .00( ) 2 13. 8.84 4.58 10.58 9.38 4.73 3.70 7.14 40.40 .56 .63 , 10.56(S) .89(S) 3.18(S) 1.57(S) 1.61(S) .91(S) 2.04(S) .00( ) .00( ) .00( ) 2 14. 8.84 4.58 10.56 9.39 4.72 3.69 7.13 40.36 .64 .69 10.55(S) .88(S) 3.16(S) 1.57(S) 1.60(S) .91(S) 2.03(S) .00( ) .00( ) .00( ) 2 15. 8.84 4.57 10.55 9.39 4.71 3.68 7.12 40.22 .52 .58 ' 10.55(S) .88(S) 3.15(S) 1.57(S) 1.59(S) .90(S) 2.02(S) .00( ) .00( ) .00( ) 2 16. 8.84 4.56 10.53 9.39 4.71 3.67 7.11 40.19 .60 .64 10.54(S) .87(S) 3.14(S) 1.57(S) 1.59(S) .90(S) 2.01(S) .00( ) .00( ) .00( ) 2 17. 8.84 4.55 10.52 9.40 4.70 3.67 7.10 40.06 .48 .53 , 10.53(S) .86(S) 3.12(S) 1.57(S) 1.58(S) .89(S) 2.00(S) .00( ) .00( ) .00( ) 2 18. 8.84 4.55 10.50 9.40 4.69 3.66 7.09 40.03 .57 .60 10.53(S) .86(S) 3.11(S) 1.58(S) 1.58(S) .89(S) 1.99(S) .00( ) .00( ) .00( ) , 2 19. 8.83 4.54 10.48 9.41 4.68 3.65 7.08 39.90 .45 .49 10.52(S) .85(S) 3.10(S) 1.58(S) 1.57(S) .88(S) 1.98(S) .00( ) .00( ) .00( ) 2 20. 8.83 4.53 10.47 9.41 4.68 3.64 7.08 39.88 .53 .56 10.51(S) .85(S) 3.08(S) 1.58(S) 1.56(S) .88(S) 1.97(S) .00( ) .00( ) .00( ' ) 2 21. 8.83 4.52 10.45 9.41 4.67 3.63 7.07 39.75 .41 .45 10.50(S) .84(S) 3.07(S) 1.58(S) 1.56(S) .88(S) 1.96(S) .00( ) .00( ) .00( ) 2 22. 8.83 4.51 10.44 9.42 4.66 3.62 7.06 39.73 .50 .52 10.49(S) .84(S) 3.06(S) 1.58(S) 1.55(S) .87(S) 1.95(S) .00( ) .00( ) .00( ' ) 2 23. 8.83 4.50 10.42 9.42 4.65 3.62 7.05 39.61 .39 .42 10.49(S) .83(S) 3.04(S) 1.58(S) 1.54(S) .87(S) 1.94(S) .00( ) .00( ) .00( ) 2 24. 8.82 4.49 10.41 9.42 4.64 3.61 7.04 39.60 .48 .49 10.48(S) .82(S) 3.03(S) 1.58(S) 1.54(S) .86(S) 1.94(S) .00( ) .00( ) .00( ' ) 2 25. 8.82 4.47 10.39 9.43 4.64 3.60 7.03 39.48 .36 .39 10.47(S) .82(S) 3.02(S) 1.59(S) 1.53(S) .86(S) 1.93(S) .00( ) .00( ) .00( ) 2 26. 8.82 4.46 10.38 9.43 4.63 3.59 7.02 39.47 .45 .46 ' 10.46(S) .81(S) 3.01(S) 1.59(S) 1.53(S) .85(S) 1.92(S) .00( ) .00( ) .00( ) 2 27. 8.82 4.45 10.36 9.43 4.62 3.58 7.01 39.35 .34 .36 10.45(S) .81(S) 2.99(S) 1.59(S) 1.52(S) .85(S) 1.91(S) .00( ) .00( ) .00( ) 2 28. 8.82 4.44 10.35 9.44 4.61 3.57 7.00 39.34 .43 .44 ' 10.44(S) .80(S) 2.98(S) 1.59(S) 1.51(S) .84(S) 1.90(S) .00( ) .00( ) .00( ) 2 29. 8.81 4.43 10.33 9.44 4.61 3.57 6.99 39.23 .31 .34 10.43(S) .80(S) 2.97(S) 1.59(S) 1.51(S) .84(S) 1.89(S) .00( ) .00( ) .00( ) 2 30. 8.81 4.42 10.32 9.44 4.60 3.56 6.98 39.21 .41 .41 ' 10.42(S) .79(S) 2.95(S) 1.59(S) 1.50(S) .83(S) 1.88(S) .00( ) .00( ) .00( ) 2 31. 8.81 4.41 10.30 9.45 4.59 3.55 6.97 39.10 .29 .32 10.42(S) .78(S) 2.94(S) 1.59(S) 1.49(S) .83(S) 1.87(S) .00( ) .00( ) .00( ) 2 32. 8.81 4.40 10.28 9.45 4.58 3.54 6.96 39.09 .39 .39 , 10.41(S) .78(S) 2.93(S) 1.60(S) 1.49(S) .82(S) 1.86(S) .00( ) .00( ) .00( ) 2 33. 8.80 4.39 10.27 9.45 4.57 3.53 6.95 38.98 .28 .30 10.40(S) .77(S) 2.91(S) 1.60(S) 1.48(S) .82(S) 1.85(S) .00( ) .00( ) .00( ) ' 2 34. 8.80 4.38 10.25 9.46 4.57 3.52 6.94 38.98 .37 .37 10.39(S) .77(S) 2.90(S) 1.60(S) 1.48(S) .81(S) 1.84(S) .00( ) .00( ) .00( ) 2 35. 8.80 4.36 10.24 9.46 4.56 3.51 6.93 38.87 .26 .28 , �qd 10.38(S) .76(S) 2.89(S) 1.60(S) 1.47(S) .81(S) 1.83(S) .00( ) .00( ) .00( ) 2 36. 8.80 4.35 10.22 9.46 4.55 3.49 6.92 38.86 .35 .36 10.37(S) .76(S) 2.87(S) 1.60(S) 1.46(S) .81(S) 1.82(S) .00( ) ,00( ) .00( ) 2 37. 8.80 4.34 10.21 9.46 4.54 3.48 6.91 38.75 .24 .26 10.36(S) .75(S) 2.86(S) 1.60(S) 1.46(S) .80(S) 1.81(S) .00( ) .00( ) .00( ) 2 38. 8.79 4.33 10.19 9.47 4.54 3.47 6.90 38.75 .34 .34 10.35(S) .75(S) 2.84(S) 1.60(S) 1.45(S) .80(S) 1.80(S) .00( ) .00( ) .00( ) 2 39. 8.79 4.32 10.18 9.47 4.53 3.46 6.89 38.64 .23 .25 10.34(S) .74(S) 2.83(S) 1.60(S) 1.45(S) .79(S) 1.80(S) .00( ) .00( ) .00( ) 2 40. 8.79 4.31 10.16 9.47 4.52 3.45 6.88 38.63 .32 .32 10.33(S) .73(S) 2.82(S) 1.61(S) 1.44(S) .79(S) 1.79(S) .00( ) .00( ) .00( ) 2 41. 8.79 4.30 10.14 9.47 4.51 3.43 6.87 38.53 .21 .23 10.32(S) .73(S) 2.80(S) 1.61(S) 1.43(S) .78(S) 1.78(S) .00( ) .00( ) .00( ) 2 42. .8.78 4.29 10.13 9.48 4.51 3.42 6.86 38.52 .31 .31 10.31(S) .72(S) 2.79(S) 1.61(S) 1.43(S) .78(S) 1.77(S) .00( ) ,00( ) .00( ) 2 43. 8.78 4.28 10.11 9.48 4.50 3.41 6.86 38.42 .20 .22 10.30(S) .72(S) 2.78(S) 1.61(S) 1.42(S) .77(S) 1.76(S) .00( ) .00( ) .00( ) 2 44. 8.78 4.27 10.10 9.48 4.49 3.40 6.85 38.41 .30 .29 10.29(S) .71(S) 2.76(S) 1.61(S) 1.41(S) .77(S) 1.75(S) .00( ) .00( ) .00( ) 2 45. 8.78 4.26 10.08 9.48 4.48 3.39 6.84 38.31 .19 .20 10.28(S) .71(S) 2.75(S) 1.61(S) 1.41(S) .76(S) 1.74(S) .00( ) .00( ) .00( ) 2 46. 8.77 4.25 10.07 9.49 4.47 3.37 6.83 38.31 .28 .28 10.27(S) .70(S) 2.74(S) 1.61(S) 1.40(S) .76(S) 1.73(S) .00( ) .00( ) .00( ) 2 47. 8.77 4.23 10.05 9.49 4.47 3.36 6.82 38.20 .17 .19 10.26(S) .69(S) 2.72(S) 1.61(S) 1.40(S) .75(S) 1.72(S) .00( ) ,00( ) .00( ) 2 48. 8.77 4.22 10.04 9.49 4.46 3.35 6.81 38.20 .27 .27 10.25(S) .69(S) 2.71(S) 1.61(S) 1.39(S) .75(S) 1.71(S) .00( ) .00( ) .00( ) 2 49. 8.77 4.21 10.01 9.49 4.45 3.34 6.80 38.09 .16 .18 10.24(S) .68(S) 2.70(S) 1.61(S) 1.38(S) .75(S) 1.70(S) .00( ) .00( ) .00( ) 2 50. 8.77 4.20 9.99 9.49 4.44 3.33 6.79 38.09 .26 .26 10.23(S) .68(S) 2.68(S) 1.61(S) 1.38(S) .74(S) 1.69(S) .00( ) .00( ) .00( ) 2 51. 8.76 4.19 9.97 9.49 4.44 3.32 6.78 37.99 .15 .17 10.22(S) .67(S) 2.67(S) 1.62(S) 1.37(S) .74(S) 1.68(S) .00( ) .00( ) .00( ) 2 52. 8.76 4.18 9.95 9.50 4.43 3.30 6.77 37.99 .25 .25 10.21(S) .67(S) 2.66(S) 1.62(S) 1.37(S) .73(S) 1.67(S) .00( ) .00( ) .00( ) 2 53. 8.76 4.17 9.93 9.50 4.42 3.29 6.76 37.88 .14 .16 10.20(S) .66(S) 2.64(S) 1.62(S) 1.36(S) .73(S) 1.67(S) .00( ) .00( ) .00( ) 2 54. 8.76 4.16 9.91 9.50 4.41 3.28 6.75 37.88 .24 .24 10.19(S) .66(S) 2.63(S) 1.62(S) 1.35(S) .72(S) 1.66(S) .00( ) .00( ) .00( ) 2 55. 8.75 4.15 9.89 9.50 4.41 3.27 6.74 37.78 .13 .15 10.18(S) .65(S) 2.62(S) 1.62(S) 1.35(S) .72(S) 1.65(S) .00( ) .00( ) .00( ) 2 56. 8.75 4.14 9.87 9.50 4.40 3.26 6.73 37.78 .23 .23 10.17(S) .64(S) 2.60(S) 1.62(S) 1.34(S) .71(S) 1.64(S) .00( ) .00( ) .00( ) 2 57. 8.75 4.13 9.85 9.50 4.39 3.25 6.72 37.68 .12 .14 10.16(S) .64(S) 2.59(S) 1.62(S) 1.34(S) JI M 1.63(S) .00( ) .00( ) .00( ) 2 58. 8.75 4.12 9.83 9.50 4.38 3.23 6.71 37.67 .22 .22 10.15(S) .63(S) 2.58(S) 1.62(S) 1.33(S) .71(S) 1.62(S) .00( ) .00( ) .00( ) 2 59. 8.74 4.11 9.80 9.51 4.38 3.22 6.70 37.57 .11 .13 10.14(S) .63(S) 2.57(S) 1.62(S) 1.32(S) .70(S) 1.61(S) .00( ) .00( ) .00( ) 3 0. 8.74 4.10 9.78 9.51 4.37 3.21 6.69 37.57 .21 .21 10.13(S) .62(S) 2.55(S) 1.62(S) 1.32(S) .70(S) 1.60(S) .00( ) .00( ) .00( ) 3 1. 8.74 4.09 9.76 9.51 4.36 3.20 6.69 37.47 .11 .12 10.12(S) .62(S) 2.54(S) 1.62(S) 1.31(S) .69(S) 1.59(S) .00( ) .00( ) .00( ) 3 2. 8.73 4.07 9.74 9.51 4.35 3.19 6.68 37.47 .21 .20 10.10(S) .61(S) 2.53(S) 1.62(S) 1.31(S) .69(S) 1.58(S) .00( ) .00( ) .00( ) 3 3. 8.73 4.06 9.72 9.51 4.35 3.18 6.67 37.37 .10 .11 10.09(S) .61(S) 2.51(S) 1.62(S) 1.30(S) .68(S) 1.57(S) .00( ) .00( ) .00( ) 3 4. 8.73 4.05 9.70 9.51 4.34 3.17 6.66 37.37 .20 .19 10.08(S) .60(S) 2.50(S) 1.62(S) 1.29(S) .68(S) 1.56(S) .00( ) .00( ) .00( ) 3 5. 8.73 4.04 9.68 9.51 4.33 3.15 6.65 37.27 .09 .10 10.07(S) .59(S) 2.49(S) 1.62(S) 1.29(S) .68(S) 1.56(S) .00( ) .00( ) .00( ) 3 6. 8.72 4.03 9.66 9.51 4.32 3.14 6.64 37.27 .19 .18 10.06(S) .59(S) 2.47(S) 1.62(S) 1.28(S) .67(S) 1.55(S) .00( ) .00( ) .00( ) 3 7. 8.72 4.02 9.64 9.51 4.32 3.13 6.63 37.17 .08 .10 10.05(S) .58(S) 2.46(S) 1.62(S) 1.28(S) .67(S) 1.54(S) .00( ) .00( ) .00( ) 3 8. 8.72 4.00 9.62 9.51 4.31 3.12 6.62 37.17 .18 .18 10.04(S) .58(S) 2.45(S) 1.62(S) 1.27(S) .66(S) 1.53(S) .00( ) .00( ) .00( ) 3 9. 8.72 3.99 9.60 9.51 4.30 3.11 6.61 37.07 .08 .09 10.03(S) .57(S) 2.43(S) 1.62(S) 1.26(S) .66(S) 1.52(S) .00( ) .00( ) .00( ) 3 10. 8.71 3.97 9.58 9.51 4.29 3.10 6.60 37.07 .18 .17 ' 10.02(S) .57(S) 2.42(S) 1.62(S) 1.26(S) .65(S) 1.51(S) .00( ) .00( ) .00( ) 3 11. 8.71 3.96 9.56 9.51 4.29 3.09 6.59 36.97 .07 .08 10.01(S) .56(S) 2.41(S) 1.62(S) 1.25(S) .65(S) 1.50(S) .00( ) .00( ) .00( ) , 3 12. 8.71 3.94 9.54 9.51 4.28 3.08 6.58 36.97 .17 .16 10.00(S) .56(S) 2.40(S) 1.62(S) 1.25(S) .65(S) 1.49(S) .00( ) .00( ) .00( ) 3 13. 8.71 3.92 9.51 9.51 4.27 3.07 6.57 36.87 .06 .08 9.99(S) .55(S) 2.38(S) 1.62(S) 1.24(S) .64(S) 1.48(S) .00( ) .00( ) .00( ' ) 3 14. 8.70 3.91 9.49 9.51 4.27 3.05 6.56 36.87 .17 .16 9.98(S) .55(S) 2.37(S) 1.62(S) 1.24(S) .64(S) 1.47(S) .00( ) .00( ) .00( ) 3 15. 8.70 3.89 9.47 9.51 4.26 3.04 6.55 36.77 .06 .07 9.96(S) .54(S) 2.36(S) 1.62(S) 1.23(S) .63(S) 1.47(S) .00( ) .00( ) .00( ) , 3 16. 8.70 3.88 9.45 9.51 4.25 3.03 6.55 36.77 .16 .15 9.95(S) .54(S) 2.34(S) 1.62(S) 1.22(S) .63(S) 1.46(S) .00( ) .00( ) .00( ) 3 17. 8.70 3.86 9.43 9.51 4.24 3.02 6.54 36.67 .05 .06 9.94(S) .53(S) 2.33(S) 1.62(S) 1.22(S) .63(S) '1.45(S) .00( ) .00( ) .00( ' ) 3 18. 8.69 3.85 9.41 9.51 4.24 3.01 6.53 36.67 .15 .15 9.93(S) .53(S) 2.32(S) 1.62(S) 1.21(S) .62(S) 1.44(S) .00( ) .00( ) .00( ) 3 19. 8.69 3.83 9.39 9.51 4.23 3.00 6.52 36.57 .05 .06 ' 9.92(S) .52(S) 2.31(S) 1.62(S) 1.21(S) .62(S) 1.43(S) .00( ) .00( ) .00( ) 3 20. 8.69 3.82 9.37 9.51 4.22 2.99 6.51 36.57 .15 .14 9.91(S) .51(S) 2.29(S) 1.62(S) 1.20(S) .61(S) 1.42(S) .00( ) .00( ) .00( ) 3 21. 8.69 3.80 9.35 9.51 4.21 2.98 6.50 36.47 .04 .05 ' 9.90(S) .51(S) 2.28(S) 1.62(S) 1.19(S) .61(S) 1.41(S) .00( ) .00( ) .00( ) 3 22. 8.68 3.79 9.33 9.51 4.21 2.97 6.49 36.47 .14 .14 9.89(S) .50(S) 2.27(S) 1.62(S) 1.19(S) .60(S) 1.40(S) .00( ) .00( ) .00( ) 3 23. 8.68 3.78 9.31 9.51 4.20 2.96 6.48 36.37 .04 .05 ' 9.88(S) .50(S) 2.26(S) 1.62(S) 1.18(S) .60(S) 1.39(S) .00( ) .00( ) .00( ) 3 24. 8.68 3.76 9.29 9.51 4.19 2.95 6.47 36.37 .14 .13 9.86(S) .49(S) 2.24(S) 1.62(S) 1.18(S) .60(S) 1.38(S) .00( ) .00( ) .00( ) 3 25. 8.67 3.75 9.27 9.51 4.19 2.94 6.46 36.28 .03 .04 ' 9.85(S) .49(S) 2.23(S) 1.62(S) 1.17(S) .59(S) 1.38(S) .00( ) .00( ) .00( ) 3 26. 8.67 3.73 9.25 9.51 4.18 2.93 6.45 36.28 .13 .13 9.84(S) .48(S) 2.22(S) 1.62(S) 1.17(S) .59(S) 1.37(S) .00( ) .00( ) .00( ) ' 3 27. 8.67 3.72 9.23 9.51 4.17 2.91 6.44 36.18 .03 .04 9.83(S) .48(S) 2.20(S) 1.62(S) 1.16(S) .58(S) 1.36(S) .00( ) .00( ) .00( ) 3 28. 8.67 3.70 9.21 9.51 4.16 2.90 6.44 36.18 .13 .12 9.82(S) .47(S) 2.19(S) 1.62(S) 1.15(S) .58(S) 1.35(S) .00( ) .00( ) .00( ' ) 3 29. 8.66 3.69 9.19 9.51 4.16 2.89 6.43 36.08 .02 .04 9.81(S) .47(S) 2.18(S) 1.62(S) 1.15(S) .58(S) 1.34(S) .00( ) .00( ) .00( ) 3 30. 8.66 3.67 9.17 9.51 4.15 2.88 6.42 36.08 .13 .12 9.80(S) .46(S) 2.17(S) 1.62(S) 1.14(S) .57(S) 1.33(S) .00( ) .00( ) .00( ' ) WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE ' 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE & ANDERSON JUNE 96 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 -FT FOR SURCHARGED GUTTER TIME(HR/MIN) 203 209 210 215 216 220 224 226 241 115 ' 0 1. .00 .00 .01 .00 .01 .00 .00 .00 .01 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 2. .00 .02 .04 .00 .01 .01 .01 .00 .01 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 3. .00 .04 .05 .00 .02 .01 .02 .01 .01 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 0 4. .01 .06 .08 .00 .02 .02 .03 .01 .02 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 5. .01 .07 .10 .00 .03 .03 .04 .01 .03 .00 ' 0 6. .00( .01 ) .00( .10 ) .00( .15 ) .00( .00 ) .00( .04 ) .00( .04 ) .00( .06 ) .00( .02 ) .00( .05 ) .00( ) .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 7. .01 .12 .18 .00 .04 .05 .07 .03 .06 .00 ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) '.00( 0 8. .02 .14 .21 .00 .05 .06 .08 .03 .06 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 9. .07 .79 1.21 .06 .13 .31 .43 .16 .13 .00 ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) '.00( 0 10. .39 4.66 7.20 .34 .43 1.83 2.55 .86 .47 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 11. .81 8.98 13.72 .43 .66 3.67 5.01 1.60 .82 .00 '.00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 12. 1.47 15.49 23.49 .62 1.03 6.54 8.80 2.74 1.35 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 13. 1.86 .00( 18.27 ) .00( 27.35 ) .00( .50 ) .00( 1.15 ) .00( ) 8.09 .00( 10.63 ) .00( 3.26 ) .00( 1.59 ) .00( .00 ) .00( ) 0 14. 2.40 22.61 33.66 .64 1.48 10.23 13.31 4.17 2.01 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 15. 2.63 23.40 34.51 .51 1.59 10.96 14.04 4.54 2.19 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 16. 3.16 27.88 41.11 .72 2.03 13.10 16.75 5.68 2.72 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 0 17. 3.39 28.71 42.08 .60 2.20 13.80 17.47 6.24 2.97 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 18. 3.73 31.39 46.00 .74 2.58 15.12 19.11 7.21 3.42 .00 ' 0 19. .00( 3.80 ) .00( 31.00 ) .00( 45.21 ) .00( .60 ) .00( 2.74 ) .00( 15.20 ) .00( 19.07 ) .00( 7.67 ) .00( 3.53 ) .00( ) .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 20. 4.02 32.87 48.00 .74 3.11 16.08 20.18 8.58 3.85 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 21. 5.05 42.28 62.03 1.05 3.80 20.37 25.75 10.72 4.70 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 22. 6.04 51.00 74.93 1.28 4.50 24.43 30.97 12.61 5.51 .00 ) .00.( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) '.00( 0 23. 6.52 53.85 78.80 1.18 4.77 26.17 32.96• 13.38 5.88 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 24. 7.18 59.64 87.41 1.55 5.22 28.86 36.42 14.71 6.57 .00 '.00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 25. 7.43 60.80 88.91 1.58 5.36 29.68 37.32 15.18 6.89 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 26. 10.08 86.92 128.26 3.08 7.00 41.09 52.44 20.12 9.09 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 27. 11.93 102.32 150.78 3.65 7.87 48.61 61.96 23.14 10.26 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 28. .13.39 113.96 167.67 4.51 8.85 54.43 69.29 25.65 11.19 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 29. 14.44 121.46 178.31 5.24 9.77 58.44 74.24 27.47 11.85 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 30. 15.41 129.06 189.22 6.20 10.87 62.25 79.06 29.28 12.60 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 31. 21.45 186.23 274.45 9.70 14.71 87.88 112.69 39.81 16.82 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 32. 26.13 224.75 330.27 11.92 17.28 106.71 136.49 46.96 19.35 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 33. 28.78 241.95 353.69 13.72 19.13 116.36 148.02 50.47 20.35 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) O�q Vgtjn- 0 34. 31.42 262.46 382.76 16.22 21.69 126.39 160.63 54.59 21.88 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 35. 32.96 271.69 394.61 17.91 23.57 131.48 166.63 56.48 22.62 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 0 36. 26.57 207.72 297.59 15.83 21.59 103.08 129.04 45.20 18.63 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 37. 23.54 183.36 261.66 15.71 21.62 90.38 113.15 40.78 17.43 .00 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 38. 22.01 171.77 244.48 15.62 21.87 83.87 105.08 38.47 16.93 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 39. 21.12 166.19 236.35 15.49 22.09 80.13 100.61 37.19 16.88 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 40. 20.65 162.87 231.23 15.42 22.34 77.91 97.85 36.35 16.81 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 41. 18.29 141.85 199.94 14.11 21.37 67.77 84.74 32.40 15.69 .00 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 42. 16.92 130.65 183.49 13.54 21.02 61.97 77.39 30.31 15.24 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 43. 15.85 122.79 172.24 12.91 20.68 57.59 71.97 28.81 15.07 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 44. 15.21 118.10 165.50 12.51 20.50 54.94 68.68 27.93 15.00 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 45. 14.58 113.86 159.57 11.99 20.23 52.45 65.64 27.12 15.01 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 46. 13.56 104.87 146.36 11.27 19.68 48.15 60.10 25.53 14.61 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ' ) 0 47. 12.67 98.20 136.88 10.63 19.22 44.67 55.76 24.36 14.47 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 48. 12.11 93.83 130.65 10.21 18.93 42.45 52.97 23.63 14.38 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 49. 11.54 89.88 125.22 9.71 18.58 40.30 50.35 22.98 14.39 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 50. 11.20 87.25 121.53 9.39 18.36 38.98 48.70 22.59 14.37 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ' ) 0 51. 10.41 80.97 112.56 8.74 17.85 35.93 44.84 21.54 14.19 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 52. 9.93 76.96 106.83 8.37 17.54 34.05 42.45 20.95 14.08 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 53. 9.40 73.17 101.60 7.90 17.18 32.11 40.06 20.36 14.06 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 54. 9.09 70.75 98.21 7.63 16.97 30.99 38.65 20.05, 14.03 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 55. 8.69 68.05 94.56 7.24 16.67 29.60 36.96 19.66 14.05 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 56. 8.16 63.21 87.52 6.82 16.29 27.48 34.21 18.93 13.84 .00 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 57. 7.60 59.00 81.63 6.37 15.90 25.43 31.66 18.29 13.76 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 0 58. 7.27 56.22 77.69 6.11 15.66 24.20 30.10 17.93 13.68 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 0 59. 6.85 53.36 73.81 5.74 15.35 22.77 28.36 17.53 13.68 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ' ) 1 0. 6.64 51.53 71.24 5.54 15.16 22.00 27.38 17.32 13.64 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 1. 6.11 47.46 65.50 5.10 14.77 20.08 24.97 16.70 13.54 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ' ) 1 2. 5.81 44.85 61.77 4.87 14.53 18.98 23.55 16.36 13.44 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 3. 5.42 42.08 57.98 4.53 14.23 17.62 21.89 15.96 13.42 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ' ) 1 4. 5.22 40.38 55.58 4.37 14.05 16.94 21.01 15.78 13.36 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 5. 4.91 38.27 52.75 4.08 13.79 15.90 19.76 15.49 13.37 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 6. 4.69 36.25 49.85 3.89 13.60 15.09 18.71 15.24 13.28 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 64 fl 1 Ll 1 7. 4.37 33.96 46.72 3.61 13.33 13.98 17.35 14.91 13.26 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 8. 4.22 32.62 44.82 3.48 13.18 13.48 16.70 14.77 13.20 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 9. 3.96 30.83 42.43 3.23 12.95 12.60 15.64 14.53 13.21 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 10. 3.86 29.89 41.09 3.14 12.83 12.28 15.22 14.45 13.17 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 11. 3.57 27.80 38.21 2.89 12.59 11.28 13.99 14.14 13.13 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 12. 3.46 26.68 36.59 2.81 12.48 10.89 13.46 14.03 13.07 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 13. 3.22 25.09 34.45 2.61 12.28 10.10 12.52 13.81 13.06 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 14. 3.15 24.34 33.38 2.55 12.19 9.87 12.21 13.75 13.02 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) - .00( ) .00( ) .00( ) .00( ) 1 15. 2.95 23.04 31.66 2.37 12.01 9.22 11.43 13.57 13.02 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 16. 2.91 22.53 30.92 2.33 11.94 9.10 11.26 13.55 12.99 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 17. 2.73 21.41 29.46 2.16 11.77 8.53 10.59 13.39 13.00 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 18. 2.71 21.05 28.93 2.14 11.72 8.49 10.50 13.39 12.96 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 19. 2.55 20.07 27.65 1.98 11.56 7.98 9.91 13.25 12.98 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 20. 2.54 19.82 27.28 1.97 11.52 7.99 9.89 13.27 12.94 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 21. 2.34 18.38 25.30 1.80 11.34 7.29 9.04 13.04 12.92 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 22. 2.30 17.82 24.45 1.79 11.29 7.15 8.83 13.00 12.86 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 23. 2.13 16.69 22.94 1.64 11.14 6.57 8.14 12.82 12.85 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 24. 2.12 16.36 22.43 1.65 11.11 6.54 8.06 12.81 12.81 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 25. 1.96 15.42 21.19 1.51 10.97 6.04 7.48 12.67 12.81 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 26. 1.97 15.24 20.89 1.53 10.95 6.06 7.48 12.68 12.77 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 27. 1.83 14.41 19.82 1.40 10.82 5.62 6.97 12.55 12.78 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 28. 1.84 14.32 19.66 1.42 10.80 5.69 7.03 12.57 12.74 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 29. 1.71 13.58 18.69 1.30 10.68 5.28 6.56 12.46 12.75 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 30. 1.74 13.56 18.63 1.33 10.67 5.39 .6.65 12.49 12.71 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 31. 1.62 12.87 17.75 1.21 10.55 5.01 6.22 12.38 12.72 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 32. 1.65 12.90 17.75 1.24 10.54 5.13 6.34 12.42 12.69 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 33. 1.54 12.26 16.93 1.13 10.43 4.77 5.93 12.31 12.70 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 34. 1.58 12.33 16.99 1.16 10.43 4.91 6.07 12.35 12.66 .00 .00(.) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 35. 1.47 11.72 16.21 1.05 10.32 4.57 5.68 12.25 12.67 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 36. 1.51 11.82 16.31 1.09 10.32 4.72 5.84 12.29 12.64 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 37. 1.40 11.24 15.58 .99 10.21 4.39 5.47 12.19 12.65 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 38. 1.45 11.37 15.71 1.03 10.22 4.56 5.64 12.24 12.62 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 39. 1.35 10.82 15.01 .93 10.11 4.24 5.28 12.14 12.63 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 40. 1.40 10.97 15.17 .97 10.12 4.41 5.46 12.20 12.59 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 41. 1.30 10.43 14.49 .87 10.02 4.10 5.11 12.10 12.60 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ' ) 1 42. 1.35 10.60 14.68 .92 10.03 4.29 5.31 12.15 12.57 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 43. 1.25 10.08 14.02 .82 9.93 3.98 4.96 12.06 12.58 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 44. 1.30 10.26 14.23 .87 9.94 4.17 5.16 12.11 12.55 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 45. 1.21 9.76 13.60 .78 9.85 3.87 4.82 12.02 12.56 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 46. 1.26 9.96 13.82 .83 9.86 4.06 5.03 12.07 12.52 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 47. 1.17 9.46 13.21 .74 9.77 3.77 4.70 11.98 12.53 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 48. 1.23 9.67 13.45 .79 9.78 3.97 4.91 12.03 12.50 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 49. 1.14 9.19 12.85 .70 9.69 3.68 4.58 11.94 12.51 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 50. 1.20 9.41 13.10 .75 9.71 3.88 4.81 12.00 12.48 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 1 51. 1.06 8.47 11.80 .64 9.60 3.39 4.21 11.82 12.45 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 52. 1.08 8.35 11.55 .68 9.60 3.44 4.23 11.82 12.39 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 1 53. .96 7.60 10.55 .59 9.50 3.02 3.74 11.68 12.38 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 54. .99 7.63 10.51 .64 9.52 3.12 3.83 11.70 12.34 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 55. .88 6.99 9.68 .55 9.42 2.75 3.40 11.57 12.33 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 56. .93 7.10 9.77 .61 9.44 2.89 3.55 11.61 12.29 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ' ) 1 57. .82 6.52 9.03 .52 9.35 2.55 3.16 11.49 12.29 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 58. .87 6.69 9.20 .58 9.37 2.72 3.33 11.53 12.25 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 1 59. .77 6.16 8.54 .49 9.29 2.40 2.97 11.43 12.26 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 0. .83 6.36 8.76 .56 9.31 2.58 3.16 11.47 12.22 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 1. .69 5.47 7.54 .45 9.20 2.10 2.59 11.30 12.19 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 2. .72 5.40 7.36 .50 9.21 2.16 2.62 11.30 12.14 .00 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 3. .60 4.67 6.39 .41 9.12 1.74 2.14 11.15 12.13 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 2 4. .64 4.72 6.39 .46 9.13 1.86 2.24 11.17 12.08 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 5. .53 4.09 5.56 .37 9.04 1.48 1.81 11.05 12.07 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ' ) 2 6. .57 4.22 5.68 .44 9.06 1.63 1.96 11.08 12.03 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 7. .47 3.65 4.94 .35 8.97 1.28 1.57 10.96 12.02 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ' ) 2 8. .52 3.82 5.13 .41 9.00 1.45 1.75 11.00 11.98 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 9. .42 3.29 4.45 .32 8.91 1.12 1.37 10.88 11.98 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 2 10. .48 3.50 4.68 .39 8.93 1.31 1.57 10.93 11.94 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 11. .38 3.00 4.04 .30 8.85 .99 1.22 10.82 11.94 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 12. .44 3.23 4.32 .37 8.87 1.19 1.43 10.87 11.90 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 1 n 2 13. .35 2.75 3.71 .28 8.79 .89 1.09 10.76 11.90 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 14. .41 3.00 4.00 .35 8.81 1.09 1.31 10.81 11.86 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 15. .32 2.54 3.41 .26 8.73 .80 .98 10.71 11.86 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 16. .38 2.80 3.73 .33 8.76 1.01 1.21 10.76 11.82 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 17. .29 2.35 3.16 .25 8.67 .72 .88 10.66 11.83 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 18. .36 2.63 3.49 .31 8.70 .94 1.12 10.71 11.79 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 19. .27 2.18 2.93 .23 8.62 .65 .80 10.61 11.79 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 20. .33 2.47 3.28 .30 8.65 .87 1.04 10.66 11.75 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 21. .25 2.04 2.73 .22 8.56 .59 .73 10.56 11.75 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 22. .31 2.33 3.09 .28 8.59 .82 .98 10.62 11.71 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 23. .23 1.90 2.55 ..20 8.50 .54 .66 10.52 11.72 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 24. .30 2.20 2.92 .27 8.53 .76 .92 10.58 11.68 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 25. .21 1.78 2.39 .19 8.44 .49 .60 10.48 11.68 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 26. .28 2.09 2.76 .26 8.47 .72 .86 10.53 11.64 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 27. .20 1.67 2.24 .18 8.39 .45 .55 10.44 11.65 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 28. .27 1.98 2.62 .25 8.41 .68 .81 10.49 11.61 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 29. .18 1.56 2.10 .17 8.33 .41 .51 10.40 11.61 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00(.) .00( ) .00( ) .00( ) 2 30. .25 1.88 2.48 .23 8.36 .64 .77 10.45 11.57 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 31. .17 1.47 1.97 .15 8.28 .37 .46 10.36 11.58 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 32. .24 1.79 2.36 .22 8.30 .61 .72 10.42 11.54 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 33. .16 1.38 1.86 .14 8.22 .34 .42 10.32 11.54 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 34. .23 1.70 2.25 .21 8.25 .57 .69 10.38 11.50 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ). .00( ) .00( ) .00( ) 2 35. .15 1.30 1.75 .13 8.16 .31 .39 10.28 11.51 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 36. .22 1.62 2.14 .20 8.19 .55 .65 10.34 11.47 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 37. .14 1.22 1.64 .13 8.10 .28 .35 10.24 11.47 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 38. .21 1.55 2.04 .20 8.13 .52 .62 10.30 11.43 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 39. .13 1.15 1.55 .12 8.04 .25 .32 10.21 11.44 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 40. .20 1.48 1.95 .19 8.07 .49 .59 10.27 11.40 .00 .00( -) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 41. .12 1.08 1.46 .11 7.98 .23 .29 10.17 11.40 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 42. .19 1.41 1.86 .18 8.01 .47 .56 10.23 11.36 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 43. .11 1.02 1.37 .10 7.93 .21 .27 10.14 11.37 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 44. .18 1.35 1.78 .17 7.95 .45 .54 10.20 11.33 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 45. .10 .96 1.30 .09 7.87 .19 .24 10.10 11.33 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 46. .17 1.29 1.71 .16 7.90 .43 .51 10.16 11.29 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 47. .09 .90 1.22 .09 7.81 .17 .22 10.07 11.30 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 2 48. .17 1.24 1.63 .16 7.84 .41 .49 10.13 11.26 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 49. .09 .85 1.15 .08 7.76 .15 .20 10.03 11.26 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 50. .16 1.19 1.56 .15 7.79 .39 .47 10.09 11.22 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 51. .08 .80 1.08 .07 7.70 .13 .17 9.99 11.23 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 52. .15 1.14 1.50 .14 7.73 .38 .45 10.04 11.19 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 53. .08 .75 1.02 .07 7.65 .12 .16 9.94 11.19 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 54. .15 1.09 1.44 .14 7.68 .36 .43 10.00 11.16 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 55. .07 .71 .96 .06 7.60 .10 .14 9.90 11.16 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 56. .14 1.05 1.38 .13 7.62 .35 .41 9.96 11.12 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 2 57. .06 .66 .90 .06 7.54 .09 .12 9.86 11.13 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 2 58. .14 1.01 1.32 .13 7.57 .33 .39 9.91 11.09 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 2 59. .06 .62 .85 .05 7.49 .07 .10 9.81 11.09 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 0. .13 .97 1.27 .12 7.52 .32 .38 9.87 11.05 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 1. .05 .58 .80 .05 7.44 .06 .09 9.77 11.06 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 2. .13 .93 1.22 .12 7.47 .31 .36 9.82 11.02 .00 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 3. .05 .55 .75 .04 7.39 .05 .07 9.72 11.02 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 4. .12 .89 1.17 .11 7.42 .30 .35 9.78 10.99 .00 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 5. .04 .51 .70 .04 7.34 .04 .06 9.68 10.99 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 6. .12. .86 1.13 .11 7.37 .29 .34 9.74 10.95 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 7. .04 .48 .66 .03 7.28 .03 .05 9.64 10.96 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 8. .11 .82 1.08 .11 7.31 .28 .32 9.70 10.92 .00 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 9. .04 .45 .62 .03 7.22 .02 .04 9.60 10.92 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 3 10. .11 .79 1.04 .10 7.25 .27 .31 9.65 10.89 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 11. .03 .42 .57 .02 7.16 .01 .03 9.55 10.89 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) , 3 12. .11 .76 1.00 .10 7.19 .26 .30 9.61 10.85 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 13. .03 .39 .54 .02 7.10 .00 .01 9.51 10.86 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 3 14. .10 .74 .97 .09 7.13 .25 .29 9.57 10.82 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 15. .02 .36 .50 .02 7.05 .00 .00 9.47 10.82 .00 , .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 16. .10 .71 .93 .09 7.07 .23 .28 9.53 10.79 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 17. .02 .33 .47 .01 6.99 .00 .00 9.43 10.79 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( 7 .00( ) .00( ) .00( ) .00( ) 3 18. .10 .68 .90 .09 7.01 .22 .27 9.49 10.75 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ' 3 19. .02 .31 .43 .01 6.93 .00 .00 9.39 10.76 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 20. .09 ..66 .86 .08 6.96 .20 .25 9.45 10.72 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 21. .02 .28 .40 .01 6.88 .00 .00 9.35 10.73 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 22. .09 .64 .83 .08 6.90 .19 .23 9.40 10..69 .00 ' .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 23. .01 .26 .37 .01 6.82 .00 .00 9.31 10.69 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 24. .09 .61 .80 .08 6.85 .18 .22 9.36 10.66 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 25. .01 .24 .34 .00 6.76 .00 .00 9.27 10.66 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 26. .08 .59 .77 .08 6.79 .17 .20 9.32 10.62 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) ,00( ) .00( ) .00( ) 3 27. .01 .22 .31 .00 6.71 .00 .00 9.23 10.63 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 28. .08 .57 .75 .07 6.74 .16 .19 9.28 10.59 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 29. .00 .20 .29 .00 6.66 .00 .00 9.19 10.59 .00 '.00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) 3 30. .08 .55 .72 .07 6.68 .14 .18 9.24 10.56 .00 .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) .00( ) WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE ' 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE &'ANDERSON JUNE 96 ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 4 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. 1 (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) 116 124 140 141 0 1. .00 .00 .00 .00 .00( ) .00( ) .00( ) .00( ) 0 2. .00 .00 .00 .00 .00( ) .00( ) .00( ) .00( ) 0 3. .00 .00 .00 .00 ' .00( ) .01( ) .00( ) .00( ) 0 4. .00 .00 .00 .00 .00( ) .01( ) .00( ) .00( ) 0 5. .00 .00 .00 .00 '.00( ) .02( ) .00( ) .00( ) 0 6. .00 .01 .00 .00 .00( ) .02( ) .00( ) .00( ) 0 7. .00 .01 .00 .00 .00( ) .03( ) .00( ) .00( ) 0 8. .00 .01 .00 .00 .00( ) .03( ) .00( ) .00( ) 1 0 9. .00 .00( ) .03( ) .00( ) .00( ) 0 10. .00 .02 .01 .01 .00( ) .04( ) .01( ) .01( ) 0 11. .00 .03 .02 .02 0 g5( 1 .00( ) .05( ) .01( ) .01( ) 0 12. .01 .07 .05 .06 .01( ) .07( ) .03( ) .03( ) 0 13. .01 .16 .12 .12 ' .01( ) .11( ) .04( ) .04( ) 0 14. .02 .32 .22 .23 .02( ) .15( ) .06( ) .06( ) ' 0 15. .04 .56 .35 .37 .02( ) .19( ) .08( ) .08( ) 0 16. .06 .89 .51 .55 .03( ) .24( ) .10( ) AN ) , 0 17. .09 1.30 .70 .77 .03( ) .28( ) .12( ) .13( ) 0 18. .12 1.77 .91 1.04 .04( ) .33( ) .14( ) .15( ) t 0 19. .17 2.29 1.14 1.33 .05( ) .37( ) .16( ) .18( ) 0 20. .22 2.84 1.37 1.64 .06( ) .41( ) .18( ) .20( ' ) 0 21. .29 3.34 1.67 2.00 .07( ) .44( ) .20( ) .23( ) 0 22. .39 3.71 2.08 2.46 , .08( ) .47( ) .23( ) .25( ) 0 23. .50 4.00 2.55 2.96 AN ) .49( ) .26( ) .28( ) 0 24. .63 4.26 3.09 3.50 ' .11( ) .50( ) .29( ) .31( ) 0 25. .78 4.49 3.68 4.06 .13( ) .51( ) .32( ) .34( ) 0 26. .97 4.73 4.48 4.77 ' .15( ) .53( ) .36( ) .37( ) 0 27. 1.20 5.00 5.60 5.70 .17( ) .54( ) .41( ) .41( ) ' 0 28. 1.49 5.31 6.95 6.69 .19( ) .56( ) .46( ) .46( ) 0 29. 1.82 5.65 8.44 7.69 .21( ) .57( ) .52( ) .49( ) , 0 30. 2.21 5.95 10.04 8.66 .24( ) .59( ) .57( ) .53( ) 0 31. 2.72 6.23 12.28 9.99 .27( ) .60( ) .64( ) .57( ) , 0 32. 3.42 6.54 15.49 11.86 .31( ) .62( ) .73( ) .63( ) 0 33. 4.24 6.90 19.19 13.77 .35( ) .63( ) .82( ) .69( ' ) 0 34. 5.20 7.31 23.24 15.59 .39( ) .65( ) .92( ) .73( ) 0 35. 6.30 7.73 27.71 17.29 ' .44( ) .67( ) 1.01( ) .78( ) 0 36. 7.38 8.11 31.33 18.15 .48( ) .69( ) 1.08( ) .80( ) 0 37. 8.37 8.44 33.51 18.12 ' .52( ) .70( ) 1.12( ) .80( ) 0 38. 9.32 8.72 35.12 17.87 .55( ) .71( ) 1.15( ) .79( ) 0 39. 10.25 8.97 36.43 17.62 ' .58( ) .72( ) 1.17( ) .79( ) 0 40. 11.15 9.19 37.58 17.42 .61( ) .73( ) 1.19( ) .78( ) 0 41. 11.98 9.40 38.36 17.12 ' .63( ) .74( ) 1.20( ) .77( ) 0 42. 12.70 9.58 38.70 16.70 .66( ) .75( ) 1.21( ) .76( ) ' 0 43. 13.35 9.75 38.86 16.30 .67( ) .75( ) 1.21( ) .75( ) 0 44. 13.93 9.90 38.94 15.98 , R 11 .69( ) .76( ) 1.21( ) .75( ) 0 45. 14.46 10.02 39.00 15.74 .70( ) .76( ) 1.21( ) .74( ) 0 46. 14.91 10.13 38.95 15.50 .72( ) .77( ) 1.21( ) .73( ) 0 47. 15.29 10.22 38.77 15.26 .73( ) .77( ) 1.21( ) .73( ) 0 48. 15.60 10.30 38.54 15.06 .74( ) .77( ) 1.20( ) .72( ) 0 49. 15.86 10.37 38.30 14.89 .74( ) .78( ) 1.20( ) .72( ) 0 50. 16.08 10.44 38.06 14.76 .75( ) .78( ) 1.20( ) .71( ) 0 51. 16.25 10.51 37.77 14.64 .75( ) .78( ) 1.19( ) .71( ) 0 52. 16.38 10.57 37.42 14.52 .76( ) .78( ) 1.19( ) .71( ) 0 53. 16.46 10.62 37.05 14.41 .76( ) .79( ) 1.18( ) .70( ) 0 54. 16.51 10.67 36.68 14.32 .76( ) .79( ) 1.17( ) .70( ) 0 55. 16.54 10.72 36.32 14.25 .76( ) .79( ) 1.17( ) .70( ) 0 56. 16.53 10.77 35.92 14.17 .76( ) .79( ) •1.16( ) .70( ) 0 57. 16.50 10.81 35.46 14.08 .76( ) .79( ) 1.15( ) .69( ) 0 58. 16.44 10.84 34.99 13.99 .76( ) .80( ) 1.14( ) .69( ) 0 59. 16.36 10.88 34.51 13.92 .75( ) .80( ) 1.14( ) .69( ) 1 0. 16.26 10.91 34.05 13.86 .75( ) .80( ) 1.13( ) .69( ) 1 1. 16.15 10.94 33.58 13.79 .75( ) .80( ) 1.12( ) .69( ) 1 2. 16.03 10.96 33.08 13.72 .75( ) .80( ) 1.11( ) .68( ) 1 3. 15.89 10.98 32.58 13.65 .74( ). .80( ) 1.10( ) .68( ) 1 4. 15.74 11.00 32.09 13.58 .74( ) .80( ) 1.09( ) .68( ) 1 5. 15.59 11.02 31.61 13.53 .73( ) .80( ) 1.08( ) .68( ) 1 6. 15.43 11.04 31.14 13.48 .73( ) .80( ) 1.07( ) .68( ) 1 7. 15.27 11.05 30.67 13.43 .73( ) .80( ) 1.07( ) .68( ) 1 8. 15.10 11.06 30.21 13.38 .72( ) .80( ) 1.06( ) .67( ) 1 9. 14.93 11.07 29.77 13.34 .72( ) .80( ) 1.05( ) .67( ) 1 10. 14.76 11.08 29.35 13.30 .71( ) .80( ) 1.04( ) .67( ) 1 11. 14.60 11.09 28.93 13.26 .71( ) .80( ) 1.03( ) .67( ) 1 12. 14.43 11.10 28.52 13.23 .70( ) .80( ) 1.02( ) .67( ) 1 13. 14.26 11.10 28.13 13.19 .70( ) .80( ) 1.02( ) .67( ) 1 14. 14.09 11.10 27.75 13.15 .69( ) .80( ) 1.01( ) .67( ) 1 15. 13.93 11.11 27.38 13.12 .69( ) .81( ) 1.00( ) .67( ) 1 16. 13.77 11.11 27.03 13.09 .69( ) .81( ) .99( ) .67( ) 1 17. 13.62 11.11 26.70 13.07 .68( ) .81( ) .99( ) .67( ) 1 18. 13.47 11.11 26.39 13.05 .68( ) .81( ) .98( ) .67( ) 1 19. 13.32 11.11 26.09 13.03 ' .67( ) .81( ) .98( ) .66( ) 1 20. 13.18 11.11 25.80 13.01 .67( ) .81( ) .97( ) .66( ) ' 1 21. 13.04 11.10 25.52 12.99 .66( ) .80( ) .96( ) .66( ) 1 22. 12.90 11.10 25.25 12.97 .66( ) .80( ) .96( ) .66( ) , 1 23. 12.77 11.10 24.98 12.94 .66( ) .80( ) .95( ) .66( ) 1 24. 12.64 11.10 24.72 12.91 .65( ) .80( ) .95( ) .66( ' ) 1 25. 12.51 11.09 24.47 12.89 .65( ) .80( ) .94( ) .66( ) 1 26. 12.39 11.09 24.23 12.86 ' .65( ) .80( ) .94( ) .66( ) 1 27. 12.27 11.08 24.00 12.84 .64( ) .80( ) .93( ) .66( ) 1 28. 12.16 11.07 23.78 12.82 ' .64( ) .80( ) .93( ) .66( ) 1 29. 12.05 11.07 23.57 12.80 .64( ) .80( ) .92( ) .66( ) 1 30. 11.94 11.06 23.38 12.79 , .63( ) .80( ) .92( ) .66( ) 1 31. 11.84 11.05 23.19 12.77 .63( ) .80( ) .92( ) .66( ) 1 32. 11.74 11.05 23.01 12.75 , .63( ) .80( ) .91( ) .66( ) 1 33. 11.64 11.04 22.84 12.74 .62( ) .80( ) .91( ) .66( ) , 1 34. 11.55 11.03 22.67 12.72 .62( ) .80( ) .90( ) .66( ) 1 35. 11.46 11.02 22.51 12.71 .62( ) .80( ) .90( ) .66( ' ) 1 36. 11.37 11.02 22.36 12.70 .62( ) .80( ) .90( ) .66( ) 1 37. 11.29 11.01 22.22 12.68 .61( ) .80( ) .89( ) .65( ) , 1 38. 11.20 11.00 22 A8 12.67 .61( ) .80( ) .89( ) .65( ) 1 39. 11.12 10.99 21.95 12.66 ' .61( ) .80( ) .89( ) .65( ) 1 40. 11.05 10.98 21.82 12.65 .61( ) .80( ) .89( ) .65( ) 1 41. 10.97 10.97 21.70 12.64 .60( ) .80( ) .88( ) .65( ) 1 42. 10.90 10.96 21.58 12.62 .60( ) .80( ) .88( ) .65( ) 1 43. 10.83 10.95 21.47 12.61 ' .60( ) .80( ) .88( ) .65( ) 1 44. 10.76 10.94 21.36 12.60 .60( ) .80( ) .87( ) .65( ) 1 45. 10.70 10.94 21.25 12.59 .59( ) .80( ) .87( ) .65( ) 1 46. 10.64 10.93 21.15 12.58 .59( ) .80( ) .87( ) .65( ) ' 1 47. 10.57 10.92 21.06 12.56 .59( ) .80( ) .87( ) .65( ) 1 48. 10.51 10.91 20.96 12.55 .59( ) .80( ) .87( ) .65( ' ) 1 49. 10.46 10.90 20.87 12.54 .59( ) .80( ) .86( ) .65( ) 1 50. 10.40 10.89 20.78 12.53 ' IiIE 1 n F .59( ) .80( ) .86( ) .65( ) 1 51. 10.34 10.88 20.70 12.51 .58( ) .80( ) .86( ) .65( ) 1 52. 10.29 10.87 20.60 12.49 .58( ) .80( ) .86( ) .65( ) 1 53. 10.23 10.86 20.50 12.47 .58( ) .80( ) .86( ) .65( ) 1 54. 10.18 10.85 20.41 12.44 .58( ) .80( ) .85( ) .65( ) 1 55. 10.13 10.83 20.31 12.42 .58( ) .79( ) .85( ) .65( ) 1 56. 10.08 10.82 20.22 12.39 .57( ) .79( ) .85( ) .65( ) 1 57. 10.03 10.81 20.13 12.37 .57( ) .79( ) .85( ) .65( ) 1 58. 9.98 10.80 20.04 12.35 .57( ) .79( ) .84( ) .64( ) 1 59. 9.93 10.79 19.96 12.32 .57( ) .79( ) .84( ) .64( ) 2 0. 9.88 10.78 19.88 12.30 .57( ) .79( ) .84( ) .64( ) 2 1. 9.84 10.76 19.80 12.28 .57( ) .79( ) .84( ) .64( ) 2 2. 9.79 10.75 19.71 12.25 .57( ) .79( ) .84( ) .64( ) 2 3. 9.74 10.74 19.63 12.22 .56( ) .79( ) .83( ) .64( ) 2 4. 9.70 10.72 19.54 12.20 .56( ) .79( ) .83( ) .64( ) 2 5. 9.65 10.71 19.45 12.17 .56( ) .79( ) .83( ) .64( ) 2 6. 9.61 10.70 19.37 12.14 .56( ) .79( ) .83( ) .64( ) 2 7. 9.57 10.68 19.29 12.11 .56( ) .79( ) .83( ) .64( ) 2 8. 9.52 10.67 19.21 12.09 .56( ) .79( ) .83( ) .64( ) 2 9. 9.48 10.65 19.13 12.06 .56( ) .79( ) .82( ) .64( ) 2 10. 9.44 10.64 19.06 12.04 .55( ) .79( ) .82( ) .64( ) 2 11. 9.40 10.63 18.99 12.01 .55( ) .79( ) .82( ) .64( ) 2 12. 9.36 10.61 18.92 11.99 .55( ) .79( ) .82( ) .63( ) 2 13. 9.32 10.60 18.85 11.97 .55( ) .79( ) .82( ) .63( ) 2 14. 9.29 10.58 18.79 11.95 .55( ) .79( ) .82( ) .63( ) 2 15. 9.25 10.57 18.73 11.93 .55( ) .78( ) .81( ) .63( ) 2 16. 9.21 10.55 18.67 11.91 .55( ) .78( ) .81( ) .63( ) 2 17. 9.18 10.54 18.61 11.89 .55( ) .78( ) .81( ) .63( ) 2 18. 9.14 10.52 18.55 11.87 .54( ) .78( ) .81( ) .63( ) 2 19. 9.11 10.51 18.50 11.85 .54( ) .78( ) .81( ) .63( ) 2 20. 9.07 10.49 18.45 11.83 .54( ) .78( ) .81( ) .63( ) 2 21. 9.04 10.48 18.40 11.81 .54( ) .78( ) .81( ) .63( ) 2 22. 9.00 10.46 18.35 11.79 .54( ) .78( ) .80( ) .63( ) 2 23. 8.97 10.44 18.30 11.78 .54( ) .78( ) .80( ) .63( ) 2 24. 8.94 10.43 18.25 11.76 .54( ) .78( ) .80( ) .63( ) 2 25. 8.91 10.41 18.20 11.74 ' .54( ) .78( ) .80( ) .63( ) 2 26. 8.87 10.40 18.16 11.72 .53( ) .78( ) .80( ) .63( ) ' 2 27. 8.84 10.38 18.11 11.70 .53( ) .78( ) .80( ) .63( ) 2 28. 8.81 10.37 18.07 11.69 .53( ) .78( ) .80( ) .63( ) ' 2 29. 8.78 10.35 18.02 11.67 .53( ) .78( ) .80( ) .62( ) 2 30. 8.75 10.34 17.98 11.65 .53( ) .78( ) .80( ) .62( ) ' 2 31. 8.72 10.32 17.94 11.63 .53( ) .78( ) .79( ) .62( ) 2 32. 8.69 10.31 17.90 11.61 .53( ) .78( ) .79( ) .62( ) ' 2 33. 8.66 10.29 17.86 11.60 .53( ) .77( ) .79( ) .62( ) 2 34. 8.63 10.27 17.82 11.58 ' .53( ) .77( ) .79( ) .62( ) 2 35. 8.60 10.26 17.78 11.56 .53( ) .77( ) .79( ) .62( ) 2 36. 8.57 10.24 17.74 11.54 ' .52( ) .77( ) .79( ) .62( ) 2 37. 8.54 10.23 17.70 11.53 .52( ) .77( ) .79( ) .62( ) 2 38. 8.51 10.21 17.66 11.51 , .52( ) .77( ) .79( ) .62( ) 2 39. 8.48 10.20 17.62 11.49 .52( ) .77( ) .79( ) .62( ) ' 2 40. 8.45 10.18 17.58 11.47 .52( ) .77( ) .79( ) .62( ) 2 41. 8.42 10.17 17.54 11.46 .52( ) .77( ) .78( ) .62( ) ' 2 42. 8.39 10.15 17.51 11.44 .52( ) .77( ) .78( ) .62( ) 2 43. 8.36 10.13 17.47 11.42 .52( ) .77( ) .78( ) .62( ) ' 2 44. 8.33 10.12 17.43 11.40 .52( ) .77( ) .78( ) .62( ) 2 45. 8.30 10.10 17.39 11.39 .51( ) .77( ) .78( ) .62( ) ' 2 46. 8.27 10.09 17.36 11.37 .51( ) .77( ) .78( ) .62( ) 2 47. 8.24 10.07 17.32 11.35 , .51( ) .77( ) .78( ) .62( ) 2 48. 8.21 10.06 17.29 11.34 .51( ) .77( ) .78( ) .61( ) 2 49. 8.18 10.04 17.25 11.32 ' .51( ) .76( ) .78( ) .61( ) 2 50. 8.16 10.02 17.21 11.30 .51( ) .76( ) .78( ) .61( ) 2 51. 8.13 10.00 17.18 11.28 ' .51( ) .76( ) .78( ) .61( ) 2 52. 8.10 9.98 17.14 11.27 .51( ) .76( ) .77( ) .61( ) 2 53. 8.07 9.96 17.11 11.25 ' .51( ) .76( ) .77( ) .61( ) 2 54. 8.04 9.94 17.07 11.23 .51( ) .76( ) .77( ) .61( ) , 2 55. 8.01 9.92 17.04 11.21 .50( ) .76( ) .77( ) .61( ) 2 56. 7.99 9.90 17.00 11.20 _ ' M6 n .50( ) .76( ) .77( ) .61( ) 2 57. 7.96 9.88 16.97 11.18 .50( ) .76( ) .77( ) .61( ) 2 58. 7.93 9.85 16.93 11.16 .50( ) .76( ) .77( ) .61( ) 2 59. 7.90 9.83 16.90 11.15 .50( ) .76( ) .77( ) .61( ) 3 0. 7.87 9.81 16.87 11.13 .50( ) .76( ) .77( ) .61( ) 3 1. 7.85 9.79 16.83 11.11 .50( ) .76( ) .77( ) .61( ) 3 2. 7.82 9.77 16.80 11.10 .50( ) .75( ) .77( ) .61( ) 3 3. 7.79 9.75 16.77 11.08 .50( ) .75( ) .77( ) .61( ) 3 4. 7.77 9.73 16.73 11.06 .50( ) .75( ) .76( ) .61( ) 3 5. 7.74 9.71 16.70 11.05 .49( ) .75( ) .76( ) .61( ) 3 6. 7.71 9.69 16.67 11.03 .49( ) .75( ) .76( ) .61( ) 3 7. 7.69 9.67 16.64 11.01 .49( ) .75( ) .76( ) .60( ) 3 8. 7.66 9.65 16.60 10.99 .49( ) .75( ) .76( ) .60( ) 3 9. 7.63 9.63 16.57 10.98 .49( ) .75( ) .76( ) .60( ) 3 10. 7.60 9.61 16.54 10.96 .49( ) .75( ) .76( ) .60( ) 3 11. 7.58 9.58 16.51 10.94 .49( ) .75( ) .76( ) .60( ) 3 12. 7.55 9.56 16.48 10.93 .49( ) .75( ) .76( ) .60( ) 3 13. 7.52 9.54 16.44 10.91 .49( ) .75( ) .76( ) .60( ) 3 14. 7.49 9.52 16.41 10.89 .49( ) .74( ) .76( ) .60( ) 3 15. 7.47 9.50 16.38 10.88 .48( ) .74( ) .76( ) .60( ) 3 16. 7.44 9.48 16.35 10.86 .48( ) .74( ) .75( ) .60( ) 3 17. 7.41 9.46 16.32 10.84 .48( ) .74( ) .75( ) .60( ) 3 18. 7.38 9.44 16.28 10.83 .48( ) .74( ) .75( ) .60( ) 3 19. 7.36 9.42 16.25 10.81 .48( ) .74( ) .75( ) .60( ) 3 20. 7.33 9.40 16.22 10.79 .48( ) .74( ) .75( ) .60( ) 3 21. 7.30 9.38 16.19 10.78 .48( ) .74( ) .75( ) .60( ) 3 22. 7.27 9.36 16.16 10.76 .48( ) .74( ) .75( ) .60( ) 3 23. 7.24 9.34 16.12 10.75 .48( ) .74( ) .75( ) .60( ) 3 24. 7.22 9.32 16.09 10.73 .48( ) .74( ) .75( ) .60( ) 3 25. 7.19 9.30 16.06 10.71 .47( ) .74( ) .75( ) .60( ) 3 26. 7.16 9.28 16.03 10.70 .47( ) .74( ) .75( ) .59( ) 3 27. 7.13 9.26 16.00 10.68 .47( ) .73( ) .75( ) .59( ) 3 28. 7.11 9.24 15.96 10.66 .47( ) .73( ) .74( ) .59( ) 3 29. 7.08 9.22 15.93 10.65 .47( ) .73( ) .74( ) .59( ) 3 30. 7.05 9.20 15.90 10.63 .47( ) .73( ) .74( ) .59( ) THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 310 315 324 326 330 350 362 ' WILLOW SPRINGS NORTH - INCLUDES REVISIONS FOR PHASE 2, TIMBERLINE RD, WS VILLAGE ' 100-YR EVENT (McCLELLANDS BASIN) FILE: WSNSWM-C LIDSTONE 8 ANDERSON JUNE 96 *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) ' 116 16.5 .8 0 55. 124 11.1 .8 1 18. ' 130 49.6 2.2 0 35. 131 79.7 2.7 0 35. 140 39.0 1.2 0 45. 141 18.2 .8 0 36. ' 160 65.3 2.8 0 35. 201 46.6 (DIRECT FLOW) 0 35. 202 81.4 (DIRECT FLOW) 0 35. 203 33.0 (DIRECT FLOW) 0 35. t 209 271.7 (DIRECT FLOW) 0 35. 210 394.6 (DIRECT FLOW) 0 35. 214 33.9 (DIRECT FLOW) 0 35. 215 17.9 (DIRECT FLOW) 0 35. ' 216 23.6 (DIRECT FLOW) 0 35. 220 131.5 (DIRECT FLOW) 0 35. 224 166.6 (DIRECT FLOW) 0 35. ' 226 56.5 (DIRECT FLOW) 0 35. 241 22.6 (DIRECT FLOW) 0 35. 250 51.2 (DIRECT FLOW) 0 35. 260 68.7 (DIRECT FLOW) 0 35. ' 261 262 83.5 114.2 (DIRECT (DIRECT FLOW) FLOW) 0 0 35. 35. I�q i0llct� �jlctNdb� xfTlMbe/lire ea� 299 78.5 (DIRECT FLOW) 0 40. 310 8.9 .1 10.6 1 58. 13,5 0' 493 G.t IX ' 315 4.9 .1 1.1 1 13. 324 11.1 .1 3.6 1 16. 326 9.5 .1 1.6 3 15. 330 5.0 .1 1.8 1 11. b 350 4.0 .1 1.1 1 12. Toy 'I 362 7.5 .1 2.4 1 11. �pnd 3(Da 1 ENDPROGRAM PROGRAM CALLED ' k 100-YEAR EVENT FOR SPILLWAY DESIGN 1 2 1 1 2 i 3 4 'WATERSHED 0 WILLOW SPRINGS NORTH - DESIGN OF OVERFLOW SPILLWAYS, OUTLETS ASSUMED BLOCKED 100-YR EVENT (McCLELLANDS BASIN) FILE: SPILLWAY LIDSTONE 8 ANDERSON AUG. 97 210 0000 1. 1 1. 1 25 5. .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 0.0 ' 1 50 250 1800 8.1 42. .020 .020 .25 .1 .3 .51 .5 .0018 1 60 260 2250 8.9 61. .020 .020 .25 .1 .3 .51 .5 .0018 1 61 261 650 2.1 80. .020 .020 .25 .1 .3 .51 .5 .0018 ' 1 62 262 1200 4.7 42. .020 .020 .25 .1 .3 ..51 .5 .0018 0 0 250 350 0 3 1 1 ' 350 5 2 .1 1. .1 0.0 0.0 1.40 0.0 1.47 0.4 1.58 2.1 1.69 4.6 260 360 0 3 .1 1. 360 160 4 2 .1 1. 0.0. 0.0 1.41 0.0 1.59 3.8 1.76 12.3 160 261 0 1 0.0 275. .010 10. 10. .035 5.0 ' 261 262 0 3 .1 1. 262 362 0 3 .1 1. 362 6 2 .1 1. .1 - 0.0 0.0 1.44 0.0 1.54 6.5 1.65 18.4 1.75 33.8 1.85 52.0 0 3 350 360 362 ENDPROGRAM r f vndV Willo,,.�SPnngy Noitt, la����ir�►tS p� No 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 ITAPE OR DISK ASSIGNMENTS 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) A: 5p,IIY„tiy-Wf hldlo�a5pr��s IJorfh 5p, IJIN(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) J0UT(2) J0UT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) J0UT(9) J0UT0 0) 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 IWATERSHED PROGRAM CALLED ' *** ENTRY MADE TO RUNOFF MODEL *** ' WILLOW SPRINGS NORTH - DESIGN OF OVERFLOW SPILLWAYS, OUTLETS ASSUMED BLOCKED 100-YR EVENT (McCLELLANDS BASIN) FILE: SPILLWAY LIDSTONE & ANDERSON AUG. 97 'NUMBER OF TIME STEPS 210 INTEGRATION TIME INTERVAL (MINUTES) 1.00 '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 1.20 .84 .60 .48 .36 .36 .24 .24 .24 .24 .12 .12 .00 1 WILLOW SPRINGS NORTH - DESIGN OF OVERFLOW SPILLWAYS, OUTLETS ASSUMED BLOCKED ' 100-YR EVENT (McCLELLANDS BASIN) FILE: SPILLWAY LIDSTONE & ANDERSON AUG. 97 2.16 1.56 .24 .24 ON I 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 50 250 1800.0 8.1 42.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 60 260 2250.0 8.9 61.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 ' 61 261 650.0 2.1 80.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 62 262 1200.0 4.7 42.0 .0200 .020 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 4 TOTAL TRIBUTARY AREA (ACRES), 23.80 ' WILLOW SPRINGS NORTH - DESIGN OF OVERFLOW SPILLWAYS, OUTLETS ASSUMED BLOCKED ' 100-YR EVENT (McCLELLANDS BASIN) FILE: SPILLWAY LIDSTONE & ANDERSON AUG. 97 *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN UDSWM2-PC MODEL *** WATERSHED AREA (ACRES) 23.800 TOTAL RAINFALL (INCHES) 2.890 ' TOTAL INFILTRATION (INCHES) .390 TOTAL WATERSHED OUTFLOW (INCHES) 2.304 , TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .196 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 , WILLOW SPRINGS NORTH - DESIGN OF OVERFLOW SPILLWAYS, OUTLETS ASSUMED BLOCKED ' 100-YR EVENT (MCCLELLANDS BASIN) FILE: SPILLWAY LIDSTONE & ANDERSON AUG. 97 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) ' 250 350 0 3 .1 1. .0010 .0 .0 .001 10.00 0 350 0 5 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW ' .0 .0 1.4 .0 1.5 .4 1.6 2.1 1.7 4.6 260 360 0 3 .1 1. .0010 .0 .0 .001 10.00 0 360 160 4 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW , .0 .Q 1.4 .0 1.6 3.8 1.8 12.3 160 261 0 1 CHANNEL .0 275. .0100 10.0 10.0 .035 5.00 0 261 262 0 3 .1 1. .0010 .0 .0 .001 10.00 0 262 362 0 3 .1 1. .0010 .0 .0 .001 10.00 0 ' 362 0 6 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW .0 .0 1.4 .0 1.5 6.5 1.6 18.4 1.8 33.8 1.9 52.0 ' TOTAL NUMBER OF GUTTERS/PIPES, 8 WILLOW SPRINGS NORTH - DESIGN OF OVERFLOW SPILLWAYS, OUTLETS ASSUMED BLOCKED 100-YR EVENT (McCLELLANDS BASIN) FILE: SPILLWAY LIDSTONE & ANDERSON AUG. 97 I�j(ro� ' ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) 160 360 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8.9 250 0 0 0 0 0 0 0 0 0 0 50 0 0 0 0 0 0 0 0 0 8.1 ' 260 0 0 0 0 0 0 0 0 0 0 60 0 0 0 0 0 0 0 0 0 8.9 261 160 0 0 0 0 0 0 0 0 0 61 0 0 0 0 0 0 0 0 0 11.0 262 261 0 0 0 0 0 0 0 0 0 62 0 0 0 0 0 0 0 0 0 15.7 350 250 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8.1 360 260 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8.9 362 262 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15.7 1 WILLOW SPRINGS NORTH - DESIGN OF OVERFLOW SPILLWAYS, OUTLETS ASSUMED BLOCKED ' 100-YR EVENT (McCLELLANDS BASIN) FILE: SPILLWAY LIDSTONE & ANDERSON AUG. 97 ' HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 3 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) 350 360 362 0 1. .00 .00 .00 .00( ) .00( ) .00( ) ' 0 2. .00 .00 .00 .00( ) .00( ) .00( ) 0 3. .01 .01 .01 ' 0 4. .00( ) .00( ) .00( ) .01 .01 .01 .00( ) .00( ) .00( ) 0 5. .01 .02 .02 ) .00( ) .00( ) '.00( 0 6. .02 .02 .02 .00( ) .00( ) .00( ) 0 7. .02 .03 .03 .00( ) .00( ) .00( ) 0 8. .02 .03 .03 .00( ) .00(S) .00( ) 0 9. .03 ' .00(S) .00(S) .00(S) 0 10. .03 .03 .03 .00(S) .00(S) .00(S) 0 11. .03 .03 .03 .00(S) .00(S) .00(S) 0 12. .03 .03 .03 .01(S) .01(S) .01(S) 0 13. .03 .03 .03 .01(S) .01(S) .01(S) 0 14. .03 .03 .03 .01(S) .02(S) .02(S) ' 0 15. .03 .03 S .03 .02(S) .03(S) .02(S) 0 16. .03 .03 .03 ' .03(S) .04(S) .03(S) 363' 0 17. .03 .03 .03 .03(S) .05(S) .04(S) 0 18. .03 .03 .03 .04(S) .06(S) .04(S) ' 0 19. .03 .03 .03 .05(S) .07(S) .05(S) 0 20. .03 .03 .03 ' .06(S) .08(S) .06(S) 0 21. .03 .03 .03 .06(S) .10(S) .07(S) 0 22. .03 .03 .03 , .08(S) .11(S) .08(S) 0 23. .03 .03 .03 .09(S) .13(S) .09(S) 0 24. .03 .03 .03 ' .10(S) .16(S) .11(S) 0 25. .03 .03 .03 .12(S) .18(S) .12(S) 0 26. .03 .03 .03 ' .13(S) .20(S) .14(S) 0 27. .03 .03 .03 .16(S) .24(S) .17(S) ' 0 28. .03 .03 .03 .18(S) .28(S) .19(S) 0 29. .03 .03 .03 .21(S) .32(S) .23(S) ' 0 30. .03 .03 .03 .24(S) .37(S) .26(S) 0 31. .03 .03 .03 .28(S) .42(S) .30(S) , 0 32. .03 .03 .03 .34(S) .50(S) .35(S) 0 33. .03 .03 .03 ' .40(S) .58(S) .41(S) 0 34. .03 .03 .03 .46(S) .67(S) .47(S) 0 35. .03 .03 .03 ' .53(S) .76(S) .54(S) 0 36. .03 .03 .03 .59(S) .85(S) .60(S) 0 37. .03 .03 .03 , .64(S) .91(S) .64(S) 0 38. .03 .03 .03 .69(S) .97(S) .69(S) 0 39. .03 .03 .03 ' .74(S) 1.02(S) .72(S) 0 40. .03 .03 .03 .78(S) 1.07(S) .76(S) ' 0 41. .03 .03 .03 .82(S) 1.12(S) .80(S) 0 42. .03 .03 .03 .85(S) 1.16(S) .83(S) , 0 43. .03 .03 .03 .89(S) 1.19(S) .85(S) 0 44. .03 .03 .03 .92(S) 1.23(S) .88(S) ' 0 45. .03 .03 .03 .95(S) 1.26(S) .90(S) 0 46. .03 .03 .03 ' .98(S) 1.29(S) .92(S) 0 47. .03 .03 .03 1.00(S) 1.31(S) .94(S) 0 48. .03 .03 .03 ' 1.03(S) 1.34(S) .96(S) 0 49. .03 .03 .03 1.05(S) 1.36(S) .98(S) , ;�q 1 1 n 0 50. .03 .03 .03 1.07(S) 1.38(S) 1.00(S) 0 51. .03 .03 .03 1.09(S) 1.40(S) 1.02(S) 0 52. .03 .28 .03 1.11(S) 1.42(S) 1.03(S) 0 53. .03 .64 .03 1.13(S) 1.44(S) 1.04(S) 0 54. .03 .98 .03 1.15(S) 1.45(S) 1.06(S) 0 55. .03 1.29 .03 1.16(S) 1.47(S) 1.07(S) 0 56. .03 1.57 .03 1.18(S) 1.48(S) 1.08(S) 0 57. .03 1.81 .03 1.19(S) 1.49(S) 1.10(S) 0 58. .03 2.03 .03 1.21(S) 1.50(S) 1.11(S) 0 59. .03 2.23 .03 1.22(S) 1.51(S) 1.12(S) 1 0. .03 2.41 .03 1.23(S) 1.52(S) 1.13(S) 1 1. .03 2.56 .03 1.24(S) 1.53(S) 1.14(S) 1 2. .03 2.70 .03 1.25(S) 1.54(S) 1.15(S) 1 3. .03 2.81 .03 1.26(S) 1.54(S) 1.16(S) 1 4. .03 2.91 .03 1.27(S) 1.55(S) 1.18(S) 1 5. .03 3.00 .03 1.28(S) 1.55(S) 1.19(S) 1 6. .03 3.08 .03 1.29(S) 1.55(S) 1.20(S) 1 7. .03 3.14 .03 1.30(S) 1.56(S) 1.21(S) 1 8. .03 3.19 .03 1.30(S) 1.56(S) 1.21(S) 1 9. .03 3.23 .03 1.31(S) 1.56(S) 1.22(S) 1 10. .03 3.27 .03 1.32(S) 1.56(S) 1.23(S) 1 11. .03 3.30 .03 1.32(S) 1.56(S) 1.24(S) 1 12. .03 3.31 .03 1.33(S) 1.57(S) 1.25(S) 1 13. .03 3.33 .03 1.33(S) 1.57(S) 1.26(S) 1 14. .03 3.33 .03 1.34(S) 1.57(S) 1.27(S) 1 15. .03 3.33 .03 1.34(S) 1.57(S) 1.28(S) 1 16. .03 3.33 .03 1.35(S) 1.57(S) 1.28(S) 1 17. .03 3.32 .03 1.35(S) 1.57(S) 1.29(S) 1 18. .03 3.32 .03 1.36(S) 1.57(S) 1.30(S) 1 19. .03 3.30 .03 1.36(S) 1.56(S) 1.31(S) 1 20. .03 3.29 .03 1.37(S) 1.56(S) 1.32(S) 1 21. .03 3.28 .03 1.37(S) 1.56(S) 1.32(S) 1 22. .03 3.26 .03 1.37(S) 1.56(S) 1.33(S) �5 '1 23. .03 3.23 .03 1.38(S) 1.56(S) 1.34(S) 1 24. .03 3.21 .03 1.38(S) 1.56(S) ' 1.35(S) 1 25. .03 3.18 .03 1.38(S) 1.56(S) 1.35(S) 1 26. .03 3.15 .03 ' 1.39(S) 1.56(S) 1.36(S) 1 27. .03 3.12 .03 1.39(S) 1.56(S) 1.37(S) 1 28. .03 3.08 ' .03 1.39(S) 1.55(S) 1.37(S) 1 29. .03 3.05 .03 1.39(S) 1.55(S) 1.38(S) 1 30. .03 3.02 ' .03 1.40(S) 1.55(S) 1.38(S) 1 31. .03 2.99 .03 1.40(S) 1.55(S) 1.39(S) 1 32. .05 2.95 ' .03 1.40(S) 1.55(S) 1.40(S) 1 33. .06 2.92 .03 1.40(S) 1.55(S) 1.40(S) ' 1 34. .07 2.89 .03 1.41(S) 1.55(S) 1.41(S) 1 35. .09 2.85 .03 1.41(S) 1.54(S) 1.41(S) 1 36. .10 2.82 .03 1.41(S) 1.54(S) 1.42(S) 1 37. .11 2.79 .03 1.41(S) 1.54(S) ' 1.43(S) 1 38. .12 2.76 .03 1.42(S) 1.54(S) 1.43(S) 1 39. .14 2.73 .03 1.42(S) 1.54(S) 1.44(S) , 1 40. .15 2.69 .25 1.42(S) 1.54(S) 1.44(S) 1 41. .16 2.66 .57 ' 1.42(S) 1.53(S) 1.45(S) 1 42. .17 2.63 .86 1.42(S) 1.53(S) 1.45(S) 1 43. .18 2.61 1.13 , 1.43(S) 1.53(S) 1.46(S) 1 44. .19 2.58 1.36 1.43(S) 1.53(S) 1.46(S) 1 45. .20 2.55 ' 1.58 1.43(S) 1.53(S) 1.46(S) 1 46. .21 2.52 1.77 1.43(S) 1.53(S) 1.47(S) ' 1 47. .22 2.49 1.94 1.43(S) 1.53(S) 1.47(S) 1 48. .23 2.47 2.09 1.43(S) 1.53(S) 1.47(S) , 1 49. .24 2.44 2.23 1.44(S) 1.52(S) 1.47(S) 1 50. .25 2.41 2.35 1.44(S) 1.52(S) 1.48(S) , 1 51. .25 2.39 2.46 1.44(S) 1.52(S) 1.48(S) 1 52. .26 2.36 2.54 1.44(S) 1.52(S) ' 1.48(S) 1 53. .27 2.33 2.61 1.44(S) 1.52(S) 1.48(S) 1 54. .28 2.29 2.67 , 1.44(S) 1.52(S) 1.48(S) 1 55. .28 2.26 2.72 1.44(S) 1.52(S) 1.48(S) ' go Ci 1 1 56. .29 2.23 2.75 1.44(S) 1.51(S) 1.48(S) 1 57. .29 2.19 2.78 1.45(S) 1.51(S) 1.48(S) 1 58. .30 2.16 2.80 1.45(S) 1.51(S) 1.48(S) 1 59. .30 2.12 2.81 1.45(S) 1.51(S) 1.48(S) 2 0. .31 2.09 2.82 1.45(S) 1.51(S) 1.48(S) 2 1. .31 2.06 2.82 1.45(S) 1.51(S) 1.48(S) 2 2. .31 2.02 2.81 1.45(S) 1.50(S) 1.48(S) 2 3. .32 1.98 2.80 1.45(S) 1.50(S) 1.48(S) 2 4. .32 1.94 2.77 1.45(S) 1.50(S) 1.48(S) 2 5. .32 1.90 2.74 1.45(S) 1.50(S) 1.48(S) 2 6. .32 1.86 2.71 1.45(S) 1.50(S) 1.48(S) 2 7. .32 1.82 2.68 1.45(S) 1.49(S) 1.48(S) 2 8. .32 1.78 2.64 1.45(S) 1.49(S) 1.48(S) 2 9. .33 1.74 2.60 1.45(S) 1.49(S) 1.48(S) 2 10. .33 1.70 2.55 1.45(S) 1.49(S) 1.48(S) 2 11. .33 1.66 2.51 1.45(S) 1.49(S) 1.48(S) 2 12. .33 1.62 2.47 1.45(S) 1.49(S) 1.48(S) 2 13. .33 1.58 2.42 1.45(S) 1.48(S) 1.48(S) 2 14. .33 1.54 2.37 1.45(S) 1.48(S) 1.48(S) 2 15. .33 1.51 2.33 1.45(S) 1.48(S) 1.48(S) 2 16. .33 1.47 2.28 1.45(S) 1.48(S) 1.47(S) 2 17. .33 1.43 2.23 1.45(S) 1.48(S) 1.47(S) 2 18. .33 1.40 2.19 1.45(S) 1.47(S) 1.47(S) 2 19. .33 1.36 2.14 1.45(S) 1.47(S) 1.47(S) 2 20. .33 1.33 2.09 1.45(S) 1.47(S) 1.47(S) 2 21. .32 1.29 2.05 1.45(S) 1.47(S) 1.47(S) 2 22. .32 1.26 2.00 1.45(S) 1.47(S) 1.47(S) 2 23. .32 1.23 1.96 1.45(S) 1.47(S) 1.47(S) 2 24. .32 1.20 1.91 1.45(S) 1.47(S) 1.47(S) 2 25. .32 1.17 1.87 1.45(S) 1.46(S) 1.47(S) 2 26. .32 1.14 1.82 1.45(S) 1.46(S) 1.47(S) 2 27. .32 1.11 1.78 1.45(S) 1.46(S) 1.47(S) 2 28. .32 1.08 1.74 1.45(S) 1.46(S) 1.47(S) 621. 2 29. .32 1.05 1.70 1.45(S) 1.46(S) 1.47(S) 2 30. .32 1.02 1.66 1.45(S) 1.46(S) 1.46(S) ' 2 31. .32 1.00 1.62 1.45(S) 1.46(S) 1.46(S) 2 32. .31 .97 1.58 , 1.45(S) 1.45(S) 1.46(S) 2 33. .31 .94 1.54 2 34. 1.45(S) .31 1.45(S) .92 1.46(S) 1.50 ' 1.45(S) 1.45(S) 1.46(S) 2 35. .31 .90 1.46 1.45(S) 1.45(S) 1.46(S) 2 36. .31 .87 1.42 1.45(S) 1.45(S) 1.46(S) 2 37. .31 .85 1.39 1.45(S) 1.45(S) 1.46(S) 2 38. .31 .83 1.35 ' 1.45(S) 1.45(S) 1.46(S) 2 39. .30 .80 1.32 1.45(S) 1.45(S) 1.46(S) ' 2 40. .30 .78 1.29 1.45(S) 1.45(S) 1.46(S) 2 41. .30 .76 1.25 1.45(S) 1.44(S) 1.46(S) , 2 42. .30 .74 1.22 1.45(S) 1.44(S) 1.46(S) 2 43. .30 .72 1.19 1.45(S) 1.44(S) 1.46(S) ' 2 44. .30 .70 1.16 1.45(S) 1.44(S) 1.46(S) 2 45. .30 .68 1.13 ' 1.45(S) 1.44(S) 1.46(S) 2 46. .29 .66 1.10 1.45(S) 1.44(S) 1.46(S) 2 47. .29 .65 1.07 ' 1.45(S) 1.44(S) 1.46(S) 2 48. .29 .63 1.04 1.44(S) 1.44(S) 1.46(S) 2 49. .29 .61 1.02 , 1.44(S) 1.44(S) 1.46(S) 2 50. .29 .60 .99 1.44(S) 1.44(S) 1.45(S) 2 51. .29 .58 .96 , 1.44(S) 1.44(S) 1.45(S) 2 52. .28 .56 .94 1.44(S) 1.44(S) 1.45(S) , 2 53. .28 .55 .91 1.44(S) 1.43(S) 1.45(S) 2 54. .28 .53 .89 1.44(S) 1.43(S) 1.45(S) ' 2 55. .28 .52 .87 1.44(S) 1.43(S) 1.45(S) 2 56. .28 .50 .84 1.44(S) 1.43(S) 1.45(S) ' 2 57. .28 .49 .82 1.44(S) 1.43(S) 1.45(S) 2 58. .27 .48 .80 1.44(S) 1.43(S) 1.45(S) ' 2 59. .27 .46 .78 1.44(S) 1.43(S) 1.45(S) 3 0. .27 .45 .76 ' 1.44(S) 1.43(S) 1.45(S) 3 1. .27 .44 .74 1.44(S) 1.43(S) 1.45(S) ' 3 2. .27 .43 .72 1.44(S) 1.43(S) 1.45(S) ' 3 3. .27 .41 .70 1.44(S) 1.43(S) 1.45(S) 3 4. .26 .40 .68 1.44(S) 1.43(S) 1.45(S) ' 3 5. .26 .39 .66 1.44(S) 1.43(S) 1.45(S) 3 6. .26 .38 .64 1.44(S) 1.43(S) 1.45(S) ' 3 7. .26 .37 .62 1.44(S) 1.43(S) 1.45(S) 3 8. .26 .36 .61 1.44(S) 1.43(S) 1.45(S) ' 3 9. .26 .35 .59 1.44(S) 1.42(S) 1.45(S) 3 10. .25 .34 .57 1.44(S) 1.42(S) 1.45(S) 3 11. .25 .33 .56 1.44(S) 1.42(S) 1.45(S) 3 12. .25 .32 .54 '1.44(S) 1.42(S) 1.45(S) 3 13. .25 .31 .53 1.44(S) 1.42(S) 1.45(S) 3 14. .25 .30 .51 '1.44(S) 1.42(S) 1.45(S) 3 15. .25 .30 .50 1.44(S) 1.42(S) 1.45(S) ' 3 16. .24 .29 .49 1.44(S) 1.42(S) 1.45(S) 3 17. .24 .28 .47 1.44(S) 1.42(S) 1.45(S) ' 3 18. .24 .27 .46 1.44(S) 1.42(S) 1.45(S) 3 19. .24 .26 .45 1.44(S) 1.42(S) 1.45(S) ' 3 20. .24 .26 .43 1.44(S) 1.42(S) 1.45(S) 3 21. .24 .25 .42 1.44(S) 1.42(S) 1.45(S) 3 22. .23 .24 .41 1.43(S) 1.42(S) 1.45(S) 3 23. .23 .24 .40 '1.43(S) 1.42(S) 1.45(S) 3 24. .23 .23 .39 1.43(S) 1.42(S) 1.45(S) 3 25. .23 .22 .38 '1.43(S) 1.42(S) 1.45(S) 3 26. .23 .22 .37 1.43(S) 1.42(S) 1.45(S) ' 3 27. .23 .21 .36 1.43(S) 1.42(S) 1.44(S) 3 28. .22 .21 .35 1.43(S) 1.42(S) 1.44(S) ' 3 29. .22 .20 .34 1.43(S) 1.42(S) 1.44(S) 3 30. .22 .19 .33 1.43(S) 1.42(S) 1.44(S) 'THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 350 360 362 IWILLOW SPRINGS NORTH - DESIGN 01 OVERFLOW SPILLWAYS, OUTLETS ASSUMED BLOCKED 100-YR EVENT (MCCLELLANDS BASIN) FILE: SPILLWAY LIDSTONE & ANDERSON AUG. 97 *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC -FT) (HR/MIN) , 160 3.3 .5 1 17. 250 51.2 (DIRECT FLOW) 0 35. , 260 68.7 (DIRECT FLOW) 0 35. 261 18.2 (DIRECT FLOW) 0 35. 262 48.9 (DIRECT FLOW) 0 35. 350 .3 .1 1.5 2 14. , 360 3.3 .1 1.6 1 15. 362 2.8 .1 1.5 2 0. ENDPROGRAM PROGRAM CALLED ' APPENDIX C EXTRAN DETENTION POND ANALYSIS n 1 w.�...... — .w ...v.....ui a ... Na... W116)5porro N04 C LD (0 -19-m 7 CoT51-35 FEATURE CHECKED BY DATE SHEET OF 0-ON .l 61, �46� 4% ) 1 61 f vwale4 pie LI cv [a long 001 01-41J o� loser- cue-661 pomA I�ro,e� I5-mc, h (D5 0,30 L- q5,1 �e4 l n'rAnre I055 - by 0rr6ca in Ynocl e 1 = 0 gA1� IC79 1, 0 (aq)(�)a(L) (= a = I�IL'(45 �� (o--r�s �>3 (a9) (�) (o.�rs5) 3 (aQ) (`15•7) Pipe, I boa -from -Ti l e � 6 4 -to l o.dlr Jed &c on Pon, . IPropo5ed' inch !}D5 r��raoc0 10556(ccovn4Cd for 15kc�utl 65,1 vex}up4ream pipe =D 5X4 I o55 -1, a nc : I+ aq (,orr)°(51•a) IL �5'�b O,Daai Bee, 1003 from MA 6A �o Snlc+61+ ProPoSe,d 18-inch P-(:P R� Alp,, : �,�� ; 0,575 7oncbort 105t O,S (bW loxm At nlan6le dow)6vb of 4o pipe jeyvnej4) 0,011 (a� �013) 3�•b) (0 3�5 r/� No Text Licistone & Anderson. Inc. W�I�/ Ilnw��� W ANY ^u��l�l C1MMIf1111 FEATURE CHECKED BY DATE SHEET OF i5Ae N 5-[ iem�c D(64ram , I 1 1 63 Note 3cov I fool godt 30wa Or��tcc 10001, lal 300 �a 100,2 �a Sn f loo oydro ra ti \l \7a Zn{ ago i�eh 9 P \�IDciG 3ao61 y l003 N�x� 3000 � loop ,Y 3000 5 Pt ia0s d,u"Ic \ 300620o �ndc Inf�v� �I�clro ysrGpti 10-YEAR EVENT 1 I* NBLOCK JIN(1) JOUT(1) ed SW 1 0 0 * NITCH NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) 'MM 1 1 2 3 4 is 0 'save32.prn' $EXTRAN 'Al 'WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN' Al 'JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT' * BO Line (OPTIONAL) * ISOL Solution technique parameter. '* = 0 Explicit EXTRAN solution * = 1 Enhanced explicit solution * = 2 Iterative explicit solution using variable * time -steps <_ DELT (group 81). Iteration * limit is ITMAX and convergence criterion is * SURTOL (group B2). * KSUPER = 0 Use minimum of normal flow and dynamic flow * when water surface slope < conduit slope (default). * = 1 Normal flow always used when flow is supercritical. * ISOL KSUPER BO 0 0 * JELEV JDOWN ' BB 0 0 * NTCYC DELT TZERO NSTART INTER JNTER REDO B1 1080 10.0 0.0 1 120 15 0 '* METRIC NEQUAL AMEN ITMAX SURTOL B2 0 1 0 30 0.05 * NHPRT NQPRT NPLT LPLT NJSW B3 7 5 0 0 3 84 30001 30002 30062 30061 30004 30005 30060 B5 1001 1002 1003 1004 1005 ale. ld5g -cx-o . -DPI D401 {ion PW W and 50 OTkAN Snpvf' 10-ior Fvc. * NCOND NJUNCI NJUNC2 Go TYPE AFULL DEEP WIDE LEN ZP1 ZP2 ROUGH STH SPH 'Cl 1001 30002 30001 0. 1 0.0 1.25 0.0 45.7 0.0 0.0 .0170 0.0 0.0 Cl 1002 30061 30062 0. 1 0.0 2.50 0.0 51.2 0.0 0.0 .0220 0.0 0.0 n o I AdtdaHte Cle6tenl7 Cl 1003 30004 30061 0. 1 0.0 1.50 0.0 37.6 0.0 0.1 .0170 0.0 0.0 lT Cl 1004 30005 30004 0. 1 0.0 1.50 0.0 102.5 0.0 0.1 .0110 0.0 0.0 'Cl 1005 30060 30005 0. 1 0.0 1.50 0.0 83.6 0.0 0.1 .0190 0.0 0.0 * JUNCTION NODES * JUN GRELEV Z QINST YO D1 30001 4941.0 4935.00 0.0 0.0 D1 30002 4942.0 4935.18 0.0 0.0 D1 30062 4942.0 4935.18 0.0 0.0 D1 30061 4941.9 4936.50 0.0 0.0 D1 30004 4942.6 4936.96 0.0 0.0 'D1 30005 4944.2 4938.05 0.0 0.0 D1 30060 4944.0 4939.00 0.0 0.0 * JUNCTION DETENTION STORAGE DEFINITION -jur(, oM5 JSTORE GELEV ASTORE NUMST (AREA IN ACRES VS. DEPTH IN FEET) '* * LOWER DETENTION POND (SWMM ID 362) E1 30062 4942.0 -1.0 8 E2 0.010 0.0 0.159 0.82 0.246 1.82 0.276 2.82 0.308 3.82 SIA9C Arm De�lnn '0.357 4.82 0.466 5.82 0.466 6.82 70a * UPPER DETENTION POND (SWMM ID 360) E1 30060 4944.0 -1.0 6 E2 0.010 0.0 0.050 1.0 0.318 2.0 0.463 3.0 0.560 4.0 0 802 5 0 * OUTLET ORIFICE FOR LOWER DETENTION POND (12" DIA.) F1 30062 30002 1 0.785 0.62 0.0 * BOUNDARY CONDITIONS I1 30001 1 J1 2 J2 4936.3 K1 3 K2 30060 30061 30062 -Po,,� jb� N AZ NIA iD15 kjAraulu, ' 65 * TIME(HR) 60 61 62 K3 0.0000 .0 .0 .0 K3 0.1833 .0 .0 .0 , K3 0.2000 .1 .0 .1 K3 0.2167 .5 .2 .3 K3 0.2333 1.0 .3 .5 K3 0.2500 1.5 .5 .7 , K3 0.2667 2.2 .6 1.0 K3 0.2833 2.9 .9 1.3 K3 0.3000 3.5 1.0 1.5 ' K3 0.3167 3.9 1.2 1.6 K3 0.3333 4.3 1.3 1.7 K3 0.3500 5.5 1.7 2.2 K3 0.3667 7.5 2.3 ' 3.0 K3 0.3833 9.0 2.7 3.6 K3 0.4000 10.0 3.0 3.9 K3 0.4167 10.7 3.3 4.1 K3 0.4333 12.1 3.7 ' 4.6 K3 0.4500 14.1 4.3 5.4 K3 0.4667 15.3 4.7 5.8 K3 0.4833 16.3 5.0 6.1 , K3 0.5000 17.1 5.2 6.4 K3 0.5167 21.2 6.4 8.2 K3 0.5333 27.7 8.3 11.1 K3 0.5500 32.0 9.5 12.9 ' K3 0.5667 35.0 10.3 14.2 K3 0.5833 37.3 10.8 15.3 K3 0.6000 33.6 9.5 13.8 K3 0.6167 27.1 7.4 11.3 , K3 0.6333 23.8 6.3 10.2 K3 0.6500 22.0 5.7 9.8 K3 0.6667 20.9 5.3 9.5 K3 0.6833 18.8 4.7 8.7 , K3 0.7000 16.0 3.9 7.6 K3 0.7167 14.2 3.3 6.9 K3 0.7333 13.0 3.0 6.5 ' K3 0.7500 12.1 2.8 6.1 K3 0.7667 11.2 2.5 5.7 K3 0.7833 10.2 2.3 5.3 K3 0.8000 9.5 2.1 ' 5.0 K3 0.8167 8.9 2.0 4.7 K3 0.8333 8.5 1.9 4.5 K3 0.8500 8.0 1.8 4.3 K3 0.8667 7.6 1.7 4.1 ' K3 0.8833 7.2 1.6 3.9 K3 0.9000 6.9 1.6 3.7 K3 0.9167 6.6 1.5 3.6 K3 0.9333 6.3 1.4 3.4 K3 0.9500 6.0 1.4 3.2 K3 0.9667 5.7 1.3 3.1 K3 0.9833 5.5 1.3 2.9 , K3 1.0000 5.3 1.2 2.8 K3 1.0167 5.1 1.2 2.7 K3 1.0333 5.0 1.2 2.6 K3 1.0500 4.9 1.2 2.6 K3 1.0667 4.8 1.1 2.5 K3 1.0833 4.7 1.1 2.4 K3 1.1000 4.5 1.1 2.3 K3 1.1167 4.3 1.0 2.2 ' K3 1.1333 4.1 1.0 2.1 K3 1.1500 3.9 1.0 2.0 K3 1.1667 3.8 .9 1.9 ' K3 1.1833 3.6 .9 1.9 K3 1.2000 3.4 .8 1.7 K3 1.2167 3.2 .8 1.7 K3 1.2333 3.1 .8 1.6 K3 1.2500 3.0 .7 1.5 K3 1.2667 2.8 .7 1.4 'K3 1.2833 2.6 .6 1.3 K3 1.3000 2.4 .6 1.3 K3 1.3167 2.3 .6 1.2 'K3 K3 1.3333 1.3500 2.2 2.1 .5 .5 1.1 1.1 K3 1.3667 2.0 .5 1.1 K3 1.3833 2.0 .5 1.0 1.4000 1.9 .5 1.0 'K3 K3 1.4167 1.9 .5 1.0 K3 1.4333 1.8 .4 .9 K3 1.4500 1.6 .4 .9 K3 1.4667 1.5 .4 .8 K3 1.4833 1.4 .3 .8 K3 1.5000 1.3 .3 .7 K3 1.5167 1.3 .3 .7 'K3 1.5333 1.2 .3 .7 K3 1.5500 1.2 .3 .6 K3 1.5667 1.1 .3 .6 1.5833 1.1 .3 .6 'K3 K3 1.6000 1.1 .3 .6 K3 1.6167 1.0 .3 .6 K3 1.6333 1.0 .2 .6 K3 1.6500 1.0 .2 .5 K3 1.6667 1.0 .2 .5 K3 1.6833 1.0 .2 .5 K3 1.7000 .9 .2 .5 K3 1.7167 .9 .2 .5 K3 1.7333 .9 .2 .5 K3 1.7500 .9 .2 .5 'K3 K3 1.7667 1.7833 .9 .9 .2 .2 .5 .5 K3 1.8000 .9 .2 .5 K3 1.8167 .9 .2 .5 1.8333 .8 .2 .4 'K3 K3 1.8500 .8 .2 .4 K3 1.8667 .8 .2 .4 K3 1.8833 .8 .2 .4 'K3 1.9000 .8 .2 .4 K3 1.9167 .8 .2 .4 K3 1.9333 .8 .2 .4 'K3 K3 1.9500 1.9667 .8 .8 .2 .4 K3 1.9833 .8 .2 .4 K3 2.0000 .8 .2 .4 2.0167 .7 .2 .4 'K3 K3 2.0333 .7 .2 .3 K3 2.0500 .6 .2 .3 K3 2.0667 .5 .1 .3 K3 2.0833 .5 .1 .2 K3 2.1000 .4 .1 .2 K3 2.1167 .4 .1 .2 K3 2.1333 .4 .1 .2 'K3 2.1500 .3 .1 .2 K3 2.1667 .3 .1 .2 K3 2.1833 .3 .1 .2 K3 2.2000 .3 .1 .2 K3 2.2167 .2 .1 .1 K3 2.2333 .2 .0 .1 K3 2.2500 .2 .0 .1 2.2667 .2 .0 .1 'K3 K3 2.2833 .2 .0 .1 K3 2.3000 .2 .0 .1 1 K3 2.3167 .2 .0 .1 K3 2.3333 .1 .0 .1 K3 2.6000 .1 .0 .1 K3 2.6167 .1 .0 .0 K3 2.6333 .1 .0 .0 K3 2.6500 .1 .0 .0 K3 2.6667 .0 .0 .0 K3 3.0000 .0 .0 .0 $ENDPROGRAM r a * U.S. Environmental Protection Agency * Storm Water Management Model (SWMM) * Version 4.31 (Lahey, OSU beta) ' Developed by ' * Metcalf & Eddy, Inc. * University of Florida * Water Resources Engineers, Inc. ' * (Now Camp, Dresser and McKee, Inc.) * September 1970 ' Distributed and Maintained by * U.S. Environmental Protection Agency ' * Center for Exposure Assessment Modeling (CEAM)* * Athens Environmental Research Laboratory * 960 College Station Road ■ * Athens, GA 30605-2720 ************************************************* ' * This is a new release of SWMM. If any * problems occur executing this model * system, contact Mr. Dermont Bouchard, * U.S. Environmental Protection Agency. * 706/546-3130 (voice) 706/546-3402 (BBS) * e-mail: bouchardaathens.ath.epa.gov * Or contact Wayne C. Huber at Oregon St. U.* * 503/737-4934 or huberw@ccmail.orst.edu ************************************************* * This is an implementation of EPA SWMM 4.31. * "Nature is full of infinite causes which * have never occurred in experience" da Vinci # File names by SWMM Block # '# J1N -> Input to a Block # # JOUT -> Output from a Block # ' JIN for Block # 1 File # 0 save32.prn JOUT for Block # 1 File # 0 save32.prn ' # Scratch file names for this simulation. # ' NSCRAT # 1 File # 1 SCRT1.UF * Parameter Values on the Tapes Common Block Number of Subcatchments in the Runoff Block (NW).... 250 ' Number of Channel/Pipes-in the Runoff Block ING). — 210 le; W%- C-MI our W ipaJ 5pf,�",,1�orf>;, �e�tnilo� '1� � 360and W 10-ieai Evert. Number of Runoff Water Quality Constituents (NRG)... 10 Number of Runoff Land Uses per Subcatchment (NLU)... 5 Number of Elements in the Transport Block (NET)..... 500 Number of Storage Junctions in Transport (NTSE)..... 100 ' Number of Input Hydrographs in Transport (NTH)...... 125 Number of Elements in the Extran Block (NEE)........ 500 Number of Groundwater Subcatchments in Runoff (NGW). 250 Number of Interface locations for all Blocks (NIE).. 250 Number of Pumps in Extran (NEP)..................... 100 Number of Orifices in Extran (NEO).................. 100 Number of Tide Gates/Free Outfalls in Extran (NTG).. 25 , Number of Extran Weirs (NEW) ........................ 100 Number of Extran Printout Locations (NPO)........... 50 Number Number of Tide Elements in Extran (NTE)............. of Natural Channels (NNC).................... 20 100 , Number of Storage Junctions in Extran (NVSE)........ 100 Number of Time History Data Points in Extran(NTVAL). 50 Number of Data Points for Variable Storage Elements in the Extran Block(NVST).......................... 25 ' Number of Input Hydrographs in Extran (NEH)......... 250 **w,r,r,r*,r,r,r,r*,rww,►*,►w,r,r,r,r,►,t,►*****w****** * *** w *w*** ***w*,rw** * Entry made to the EXTENDED TRANSPORT MODEL (EXTRAN) * developed 1973 by Camp, Dresser and McKee (CDM) with * ' * modifications 1977-1991 by the University of Florida. * * Most recent update: April 1994 by CDM, Oregon * * State University, and XP Software, Inc. , * "Smooth runs the water where the brook is deep." * Shakespeare, Henry VI, II, III, 1 1--------------------------------------------------------- ---------- -------- ---**** ' ENVIRONMENTAL PROTECTION AGENCY EXTENDED TRANSPORT PROGRAM WATER RESOURCES DIVISION WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC. **** ANALYSIS MODULE **** ANNANDALE, VIRGINIA ' WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT Control information for simulation , ---------------------------------- Integration cycles ................. 1080 ' Length of integration step is...... 10.00 seconds Simulation length .................. 3.00 hours ' Create equivalent conduits based on the COURANT condition........... 1 ' Use U.S. customary units for I/0... 0 Printing starts in cycle........... 1 , Intermediate printout intervals of. 120 cycles Intermediate printout intervals of. 20.00 minutes Summary printout intervals of...... 15 cycles , Summary printout time interval of.. 2.50 minutes IHot start file parameter (REDO).... 0 Cc o 'Initial time- ..... ..... .:::::. - 0,00 hours Initial date (default).... 880101 (yr/mo/day) Iteration variables: ITMAX......... 30 SURTOL........ 0.0500 ' Default surface area of junctions.... 12.57 square feet. 'EXTRAN VERSION 3.3 SOLUTION. (ISOL = 0). Sum of Junction flow is zero during surcharge. NORMAL FLOW OPTION WHEN THE WATER 'SURFACE SLOPE IS LESS THAN THE GROUND SURFACE SLOPE (KSUPER=O).... NJSW INPUT HYDROGRAPH JUNCTIONS.... 3 Printed output for the following 7 Junctions 30001 30002 30062 30061 30004 30005 30060 Printed output for the following 5 Conduits ' 1001 1002 1003 1004 1005 1-------------------------------------------------------------------------------- ' ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC. **** ANALYSIS MODULE **** ANNANDALE, VIRGINIA WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT * Conduit Data ' INP CONDUIT LENGTH CONDUIT AREA MANNING MAX WIDTH NUM NUMBER (FT) CLASS (SQ FT) COEF. (FT) --- - ---------------------------------------- 1 1001 46. CIRCULAR 1.23 0.01700 1.25 2 1002 51. CIRCULAR 4.91 0.02200 2.50 3 1003 38. CIRCULAR 1.77 0.01700 1.50 ' 4 1004 103. CIRCULAR 1.77 0.01100 1.50 5 1005 84. CIRCULAR 1.77 0.01900 1.50 DEPTH JUNCTIONS INVERT HEIGHT TRAPEZOID (FT) AT THE ENDS ABOVE JUNCTIONS SIDE SLOPES ----- 1.25 ------- 30002 ------- 30001 --------------- ----- ----- 2.50 30061 30062 1.50 30004 30061 0.00 0.10 1.50 30005 30004 0.00 0.10 1.50 30060 30005 0.00 0.10 WARNING !!! (C*DELT/LEN) IN CONDUIT 1001 1S 1.4 AT FULL DEPTH. THE NEW EQUIVALENT LENGTH/ROUGHNESS/RATIO FOR CONDUIT 1001 1S WARNING !I! (C*DELT/LEN) IN CONDUIT 1002 IS 1.8 AT FULL DEPTH. THE NEW EQUIVALENT LENGTH/ROUGHNESS/RATIO FOR CONDUIT 1002 IS WARNING !!! (C*DELT/LEN) IN CONDUIT 1003 IS 1.8 AT FULL DEPTH. THE NEW EQUIVALENT LENGTH/ROUGHNESS/RATIO FOR CONDUIT 1003,IS **************************************** * Equivalent Conduit Volume Analysis ' Input full depth volume............ 7.0272E+02 cubic feet New full depth volume .............. 9.6996E+02 cubic feet New volume / Old volume ratio...... 1.3803 63.4 / 0.0144283 / 1.0 89.7 / 0.0166191 / 1.0 69.5 / 0.0125042 / 1.0 c<< -------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC. **** ANALYSIS MODULE **** ANNANDALE, VIRGINIA ' WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT ' 1 *,r,r**:,r*,►w*,r:::**w,r,rww,r*,►,r*,rww******,r**w***,►,r,r*****ww ' * Junction Data * INP JUNCTION GROUND CROWN INVERT OINST INITIAL CONNECTING CONDUITS ' NUM NUMBER ELEV. ELEV. ELEV. CFS DEPTH(FT) --------- ------------------- --- 1 ------ 30001 ------- 4941.00 ------- 4936.25 ------ 4935.00 ------- 0.00 0.00 1001 2 30002 4942.00 4936.43 4935.18 0.00 0.00 1001 ' 3 30062 4942.00 4937.68 4935.18 0.00 0.00 1002 4 30061 4941.90 4939.00 4936.50 0.00 0.00 1002 1003 5 30004 4942.60 4938.56 4936.96 0.00 0.00 1003 1004 , 6 30005 4944.20 4939.65 4938.05 0.00 0.00 1004 1005 7 30060 4944.00 4940.50 4939.00 0.00 0.00 1005 1--------------------------------------------------------- ---------- -------- ---**** ' ENVIRONMENTAL PROTECTION AGENCY EXTENDED TRANSPORT PROGRAM WATER RESOURCES DIVISION WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC. **** ANALYSIS MODULE **** ANNANDALE, VIRGINIA , WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT: CO- TST-35 FILE:WSN-EXTX.DAT * STORAGE JUNCTION DATA SUMMARY * ' **w* www**,r,rw,r,►,r**,r**ww,►w*:*w* *********** **w w****w•w * * w MAXIMUM OR PEAK OR CROWN STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION ' NUMBER OR NAME TYPE AREA (FT2) (CUBIC FEET) (FT) --------- -------------- 30062 -------- VARIABLE ---------------- 20298.96 --------------- 88635.45 4942.000 30060 VARIABLE 34935.12 78277.32 4944.000 ' * ORIFICE DATA FROM TO AREA DISCHARGE HEIGHT ABOVE , JUNCTION JUNCTION TYPE (FT2) COEFFICIENT JUNCTION (FT) -------- -------- ---- ---------------- ------------- 30062 30002 1 0.79 0.620 0.000 ' EQUIVALENT PIPE INFORMATION FOR ORIFICE # 1 CONDUIT NUMBER .......................... 90006 PIPE DIAMETER ........................ 1.00 , PIPE LENGTH .......................... 200.00 MANNINGS ROUGHNESS ................... 0.0084 INVERT ELEVATION AT UPSTREAM END..... 4935.1802 INVERT ELEVATION AT DOWNSTREAM END... 4935.1704 , 1 ' * FREE OUTFALL DATA (DATA GROUP 11) * BOUNDARY CONDITION ON DATA GROUP J1 wwwwwwwwwwwwwwwwwww********wwwwww*wwwwwwwww******• ' OUTFALL AT JUNCTION...., 30001 HAS BOUNDARY CONDITION NUMBER... 1 ' 1--------------------------------------------www*--------------------------------w*** ENVIRONMENTAL PROTECTION AGENCY EXTENDED TRANSPORT PROGRAM WASHINGTON, D.C. **** **** **** ANALYSIS MODULE **** ' WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT 1 ***wwwwwwwwwwwwwwww•*******www*.******ww********** '* INTERNAL CONNECTIVITY INFORMATION ***ww**wwwwwww*ww**wwwwwwwwww***www**wwwwww******* CONDUIT JUNCTION JUNCTION ' 90006 30062 30002 90007 30001 0 1 ' wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww * BOUNDARY CONDITON INFORMATION * DATA GROUPS J1-J4 wwwwwwwwwwwwwwwwwwwwwwwtwwwwwwwwwwwwwwwtwwwwwwwwwwwwt 'BC NUMBER.. 1 CONTROL WATER SURFACE ELEVATION IS.. 4936.30 FEET. 1----------- ------------------ ------ -------- ---------- ----- ---------- ------------ ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** ' WASHINGTON, D.C. **** **** **** ANALYSIS MODULE **** WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN ' JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww * INITIAL MODEL CONDITION * INITIAL TIME = 0.00 HOURS wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww ' JUNCTION / DEPTH / ELEVATION =__> "*" JUNCTION IS SURCHARGED. 30001/ 0.00 / 4935.00 30002/ 0.00 / 4935.18 30062/ 0.00 / 4935.18 30061/ 0.00 / 4936.50 30004/ 0.00 / 4936.96 30005/ 0.00 / 4938.05 30060/ 0.00 / 4939.00 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 0.00 1002/ 0.00 1003/ 0.00 1004/ 1005/ 0.00 90006/ 0.00 90007/ 0.00 CONDUIT/ VELOCITY ' 1001/ 0.00 1002/ 0.00 1003/ 0.00 1004/ 1005/ 0.00 90006/ 0.00 CONDUIT/ CROSS SECTIONAL AREA ' ' 1001/ 0.00 1002/ 0.00 1003/ 0.00 1004/ 1005/ 0.00 90006/ 0.00 CONDUIT/ HYDRAULIC RADIUS 0.00 0.00 0.00 WATER RESOURCES DIVISION CAMP DRESSER & MCKEE INC. ANNANDALE, VIRGINIA WATER RESOURCES DIVISION CAMP DRESSER & MCKEE INC. ANNANDALE, VIRGINIA Cfa G3 ,1001/ 0.00 1002/ 0.00 1003/ 0.00 1004/ 0.00 1005/ 0.00 90006/ 0.01 CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION 1001/ 4935.00/ 4935.00 1002/ 4935.18/ 4935.18 1003/ 4936.50/ 4936.50 1004/ 4936.96/ 4936.96 1005/ 4938.05/ 4938.05 90006/ 4935.18/ 4935.18 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # , System inflows (data group K3) at 0.00 hours ( Junction / Inflow,cfs ) 30060/ 0.00E+00 30061/ 0.00E+00 30062/ 0.00E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.18 hours ( Junction / Inflow,cfs ) 30060/ 0.00E+00 30061/ 0.00E+00 30062/ 0.00E+00 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.20 hours ( Junction / Inflow,cfs ) ' 30060/ 1.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.22 hours ( Junction / Inflow,cfs ) 30060/ 5.00E-01 30061/ 2.00E-01 30062/ 3.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 0.23 hours ( Junction / Inflow,cfs ) 30060/ 1.00E+00 30061/ 3.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.25 hours ( Junction / Inflow,cfs ) 30060/ 1.50E+00 30061/ 5.00E-01 30062/ 7.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.27 hours ( Junction / Inflow,cfs ) 30060/ 2.20E+00 30061/ 6.00E-01 30062/ 1.00E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 0.28 hours ( Junction / Inflow,cfs ) 30060/ 2.90E+00 30061/ 9.00E-01 30062/ 1.30E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.30 hours ( Junction / Inflow,cfs ) 30060/ 3.50E+00 30061/ 1.00E+00 30062/ 1.50E+00 ######################################## ######################################## System inflows (data group K3) at 0.32 hours ( Junction / Inflow,cfs ) 30060/ 3.90E+00 30061/ 1.20E+00 30062/ 1.60E+00 , ######################################## ######################################## System inflows (data group K3) at 0.33 hours ( Junction / Inflow,cfs ) 30060/ 4.30E+00 30061/ 1.30E+00 30062/ 1.70E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.35 hours ( Junction / Inflow,cfs ) . 30060/ 5.50E+00 30061/ 1.70E+00 30062/ 2.20E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 614 CYCLE 120 TIME 0 HRS - 20.00 MIN ' JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 1.04 / 4936.22 30062/ 0.78 / 4935.96 30061/ 0.52 / 4937.02 30004/ 0.58 / 4937.54 30005/ 0.46 / 4938.51 ' 30060/ 0.63 / 4939.63 CONDUIT/ FLOW ===> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ -1.94 1002/ 3.66* 1003/ 2.44 1004/ 2.53 '1005/ 2.58 90006/ -1.93 90007/ -1.94 ######################################## ===> System inflows (data group K3) at 0.37 hours ( Junction / Inflow,cfs ) 30060/ 7.50E+00 30061/ 2.30E+00 30062/ 3.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.38 hours ( Junction / Inflow,cfs ) 30060/ 9.00E+00 30061/ 2.70E+00 30062/ 3.60E+00 ######################################## System inflows (data group K3) at 0.40 hours ( Junction / Inflow,cfs ) 30060/ 1.00E+01 30061/ 3.00E+00 30062/ 3.90E+00 '# # # # # # # # # # # # # # # # # # # # # # # #4 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.42 hours ( Junction / Inflow,cfs ) '30060/ 1.07E+01 30061/ 3.30E+00 30062/ 4.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.43 hours ( Junction / Inflow,cfs ) 30060/ 1.21E+01 30061/ 3.70E+00 30062/ 4.60E+00 System inflows (data group K3) at 0.45 hours ( Junction / Inflow,cfs ) 30060/ 1.41E+01 30061/ 4.30E+00 30062/ 5.40E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.47 hours ( Junction / Inflow,cfs ) 30060/ 1.53E+01 30061/ 4.70E+00 30062/ 5.80E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.48 hours ( Junction / Inflow,cfs ) 30060/ 1.63E+01 30061/ 5.00E+00 30062/ 6.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.50 hours ( Junction / Inflow,cfs ) 30060/ 1.71E+01 30061/ 5.20E+00 30062/ 6.40E+00 ######################################## ######################################## System inflows (data group K3) at 0.52 hours ( Junction / Inflow,cfs ) '30060/ 2.12E+01 30061/ 6.40E+00 30062/ 8.20E+00 ######################################## ######################################## System inflows (data group K3) at 0.53 hours ( Junction / Inflow,cfs ) 30060/ 2.77E+01 30061/ 8.30E+00 30062/ 1.11E+01 ######################################## C� ######################################## System inflows (data group K3) at 0.55 hours ( Junction / Inflow,cfs ) 30060/ 3.20E+01 30061/ 9.50E+00 30062/ 1.29E+01 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.57 hours ( Junction / Inflow,cfs ) 30060/ 3.50E+01 30061/ 1.03E+01 30062/ 1.42E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.58 hours ( Junction / Inflow,cfs ) 30060/ 3.73E+01 30061/ 1.08E+01 30062/ 1.53E+01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.60 hours ( Junction / Inflow,cfs ) 30060/ 3.36E+01 30061/ 9.50E+00 30062/ 1.38E+01 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.62 hours ( Junction / Inflow,cfs ) , 30060/ 2.71E+01 30061/ 7.40E+00 30062/ 1.13E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.63 hours ( Junction / Inflow,cfs ) 30060/ 2.38E+01 30061/ 6.30E+00 30062/ 1.02E+01 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.65 hours ( Junction / Inflow,cfs ) 30060/ 2.20E+01 30061/ 5.70E+00 30062/ 9.80E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.67 hours ( Junction / Inflow,cfs ) , 30060/ 2.09E+01 30061/ 5.30E+00 30062/ 9.50E+00 CYCLE 240 TIME 0 HRS - 40.00 MIN JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. ' 30001/ 1.30 / 4936.30 30002/ 1.54*/ 4936.72 30062/ 3.00 / 4938.18 30061/ 1.81 / 4938.31 30004/ 1.96*/ 4938.92 30005/ 1.67*/ 4939.72 30060/ 2.36 / 4941.36 CONDUIT/ FLOW ===> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 4.69 1002/ 15.44 1003/ 10.28 1004/ 10.30 1005/ 10.69 90006/ 4.70 90007/ 4.69 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.68 hours ( Junction / Inflow,cfs ) 30060/ 1.88E+01 30061/ 4.70E+00 30062/ 8.70E+00 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 0.70 hours ( Junction / Inflow,cfs ) 30060/ 1.60E+01 30061/ 3.90E+00 30062/ 7.60E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.72 hours ( Junction / Inflow,cfs ) 30060/ 1.42E+01 30061/ 3.30E+00 30062/ 6.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # cab ===> System inflows (data group K3) at 0.73 hours ( Junction / Inflow,cfs ) '30060/ 1.30E+01 30061/ 3.00E+00 30062/ 6.50E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.75 hours ( Junction / Inflow,cfs ) 30060/ 1.21E+01 30061/ 2.80E+00 30062/ 6.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.77 hours ( Junction / Inflow,cfs ) 30060/ 1.12E+01 30061/ 2.50E+00 30062/ 5.70E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.78 hours ( Junction / Inflow,cfs ) 30060/ 1.02E+01 30061/ 2.30E+00 30062/ 5.30E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.80 hours ( Junction / Inflow,cfs ) 30060/ 9.50E+00 30061/ 2.10E+00 30062/ 5.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.82 hours ( Junction / Inflow,cfs ) 30060/ 8.90E+00 30061/ 2.00E+00 30062/ 4.70E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.83 hours ( Junction / Inflow,cfs ) ' 30060/ 8.50E+00 30061/ 1.90E+00 30062/ 4.50E+00 ######################################## ######################################## System inflows (data group K3) at 0.85 hours ( Junction / Inflow,cfs ) 30060/ 8.00E+00 30061/ 1.80E+00 30062/ 4.30E+00 ######################################## ___> System inflows (data group K3) at # 0.87 hours ( Junction / Inflow,cfs ) 30060/ 7.60E+00 30061/ 1.70E+00 30062/ 4.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 0.88 hours ( Junction / Inflow,cfs ) 30060/ 7.20E+00 30061/ 1.60E+00 30062/ 3.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.90 hours ( Junction / Inflow,cfs ) 30060/ 6.90E+00 30061/ 1.60E+00 30062/ 3.70E+00 ######################################## ######################################## System inflows (data group K3) at 0.92 hours ( Junction / Inflow,cfs ) '30060/ 6.60E+00 30061/ 1.50E+00 30062/ 3.60E+00 ######################################## ######################################## System inflows (data group K3) at 0.93 hours ( Junction / Inflow,cfs ) 30060/ 6.30E+00 30061/ 1.40E+00 30062/ 3.40E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 'System inflows (data group K3) at 0.95 hours ( Junction / Inflow,cfs ) Cif 30060/ 6.00E+00 30061/ 1.40E+00 30062/ 3.20E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.97 hours ( Junction / Inflow,cfs ) 30060/ 5.70E+00 30061/ 1.30E+00 30062/ 3.10E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.98 hours ( Junction / Inflow,cfs ) 30060/ 5.50E+00 30061/ 1.30E+00 30062/ 2.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.00 hours ( Junction / Inflow,cfs ) 30060/ 5.30E+00 30061/ 1.20E+00 30062/ 2.80E+00 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # CYCLE 360 TIME 1 HRS - 0.00 MIN JUNCTION / DEPTH / ELEVATION _ => "*" JUNCTION IS SURCHARGED. ' 30001/ 1.30 / 4936.30 30002/ 1.76*/ 4936.94 30062/ 4.01 / 4939.20 30061/ 2.78*/ 4939.28 30004/ 2.74*/ 4939.70 30005/ 2.14*/ 4940.19 30060/ 2.38 / 4941.38 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 5.85 1002/ 9.73 1003/ 8.57 1004/ 8.59 1005/ 8.60 90006/ 5.86 90007/ 5.85 System inflows (data group K3) at 1.02 hours ( Junction / Inflow,cfs ) 30060/ 5.10E+00 30061/ 1.20E+00 30062/ 2.70E+00 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.03 hours ( Junction / Inflow,cfs ) , 30060/ 5.00E+00 30061/ 1.20E+00 30062/ 2.60E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.05 hours ( Junction / Inflow,cfs ) 30060/ 4.90E+00 30061/ 1.20E+00 30062/ 2.60E+00 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## System inflows (data group K3) at 1.07 hours ( Junction / Inflow,cfs ) 30060/ 4.80E+00 30061/ 1.10E+00 30062/ 2.50E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.08 hours ( Junction / Inflow,cfs ) 30060/ 4.70E+00 30061/ 1.10E+00 30062/ 2.40E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 1.10 hours ( Junction / Inflow,cfs ) 30060/ 4.50E+00 30061/ 1.10E+00 30062/ 2.30E+00 ' ######################################## ######################################## System inflows (data group K3) at 1.12 hours ( Junction / Inflow,cfs ) 30060/ 4.30E+00 30061/ 1.00E+00 30062/ 2.20E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 6 System inflows (data group K3) at 1.13 hours ( Junction / Inflow,cfs ) '30060/ 4.10E+00 30061/ 1.00E+00 30062/ 2.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.15 hours ( Junction / Inflow,cfs ) ' 30060/ 3.90E+00 30061/ 1.00E+00 30062/ 2.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.17 hours ( Junction / Inflow,cfs ) 30060/ 3.80E+00 30061/ 9.00E-01 30062/ 1.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.18 hours ( Junction / Inflow,cfs ) '30060/ 3.60E+00 30061/ 9.00E-01 30062/ 1.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.20 hours ( Junction / Inflow,cfs ) ' 30060/ 3.40E+00 30061/ 8.00E-01 30062/ 1.70E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.22 hours ( Junction / Inflow,cfs ) 30060/ 3.20E+00 30061/ 8.00E-01 30062/ 1.70E+00 '# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 1.23 hours ( Junction / Inflow,cfs ) '30060/ 3.10E+00 30061/ 8.00E-01 30062/ 1.60E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.25 hours ( Junction / Inflow,cfs ) 30060/ 3.00E+00 30061/ 7.00E-01 30062/ 1.50E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.27 hours ( Junction / Inflow,cfs ) 30060/ 2.80E+00 30061/ 7.00E-01 30062/ 1.40E+00 '# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 1.28 hours ( Junction / Inflow,cfs ) '30060/ 2.60E+00 30061/ 6.00E-01 30062/ 1.30E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.30 hours ( Junction / Inflow,cfs ) ' 30060/ 2.40E+00 30061/ 6.00E-01 30062/ 1.30E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.32 hours ( Junction / Inflow,cfs ) 30060/ 2.30E+00 30061/ 6.00E-01 30062/ 1.20E+00 ######################################## System inflows (data group K3) at 1.33 hours ( Junction / Inflow,cfs ) '30060/ 2.20E+00 30061/ 5.00E-01 30062/ 1.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## System inflows (data group K3) at 1.35 hours ( Junction / Inflow,cfs ) 30060/ 2.10E+00 30061/ 5.00E-01 30062/ 1.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # , CYCLE 480 TIME 1 HRS - 20.00 MIN JUNCTION / DEPTH / ELEVATION =__> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 1.85*/ 4937.03 30062/ 4.40 / 4939.58 , 30061/ 3.13*/ 4939.63 30004/ 2.96*/ 4939.92 30005/ 2.20*/ 4940.25 30060/ 2.06 / 4941.06 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. , 1001/ 6.23 1002/ 7.58 1003/ 7.09 1004/ 7.09 1005/ 7.09 90006/ 6.24 90007/ 6.23 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.37 hours ( Junction / Inflow,cfs ) 30060/ 2.00E+00 30061/ 5.00E-01 30062/ 1.10E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.38 hours ( Junction / Inflow,cfs ) 30060/ 2.00E+00 30061/ 5.00E-01 30062/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.40 hours ( Junction / Inflow,cfs ) 30060/ 1.90E+00 30061/ 5.00E-01 30062/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.42 hours ( Junction / Inflow,cfs ) 30060/ 1.90E+00 30061/ 5.00E-01 30062/ 1.00E+00 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.43 hours ( Junction / Inflow,cfs ) 30060/ 1.80E+00 30061/ 4.00E-01 30062/ 9.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.45 hours ( Junction / Inflow,cfs ) 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 9.00E-01 ######################################## System inflows (data group K3) at 1.47 hours ( Junction / Inflow,cfs ) 30060/ 1.50E+00 30061/ 4.00E-01 30062/ 8.00E-01 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.48 hours ( Junction / Inflow,cfs ) ' 30060/ 1.40E+00 30061/ 3.00E-01 30062/ 8.00E-01 ######################################## System inflows (data group K3) at 1.50 hours ( Junction / Inflow,cfs ) 30060/ 1.30E+00 30061/ 3.00E-01 30062/ 7.00E-01 ######################################## ######################################## System inflows (data group K3) at 1.52 hours ( Junction / Inflow,cfs ) 30060/ 1.30E+00 30061/ 3.00E-01 30062/ 7.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 1.53 hours ( Junction / Inflow,cfs ) W 30060/ 1.20E+00 30061/ 3.00E-01 30062/ 7.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 1.55 hours ( Junction / Inflow,cfs ) '30060/ 1.20E+00 30061/ 3.00E-01 30062/ 6.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.57 hours ( Junction / Inflow,cfs ) ' 30060/ 1.10E+00 30061/ 3.00E-01 30062/ 6.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.58 hours ( Junction / Inflow,cfs ) 30060/ 1.10E+00 30061/ 3.00E-01 30062/ 6.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 1.60 hours ( Junction / Inflow,cfs ) '30060/ 1.10E+00 30061/ 3.00E-01 30062/ 6.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.62 hours ( Junction / Inflow,cfs ) ' 30060/ 1.00E+00 30061/ 3.00E-01 30062/ 6.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.63 hours ( Junction / Inflow,cfs ) 30060/ 1.00E+00 30061/ 2.00E-01 30062/ 6.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.65 hours ( Junction / Inflow,cfs ) '30060/ 1.00E+00 30061/ 2.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.67 hours ( Junction / Inflow,cfs ) ' 30060/ 1.00E+00 30061/ 2.00E-01 30062/ 5.00E-01 ######################################## CYCLE 600 TIME 1 HRS - 40.00 MIN JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 1.87*/ 4937.05 30062/ 4.49 / 4939.67 30061/ 3.20*/ 4939.70 30004/ 2.92*/ 4939.88 30005/ 2.03*/ 4940.07 30060/ 1.56 / 4940.56 ' CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 6.33 1002/ 5.72 1003/ 5.51 1004/ 5.50 1005/ 5.50 90006/ 6.33 90007/ 6.33 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.68 hours ( Junction / Inflow,cfs ) 30060/ 1.00E+00 30061/ 2.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.70 hours ( Junction / Inflow,cfs ) 30060/ 9.00E-01 30061/ 2.00E-01 30062/ 5.00E-01 ######################################## ######################################## System inflows (data group K3) at 1.72 hours ( Junction / Inflow,cfs ) cap' 30060/ 9.00E-01 30061/ 2.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.73 hours ( Junction / Inflow,cfs ) 30060/ 9.00E-01 30061/ 2.00E-01 30062/ 5.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.75 hours ( Junction / Inflow,cfs ) 30060/ 9.00E-01 30061/ 2.00E-01 30062/ 5.00E-01 ' System inflows (data group K3) at 1.77 hours ( Junction / Inflow,cfs ) 30060/ 9.00E-01 30061/ 2.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.78 hours ( Junction / Inflow,cfs ) 30060/ 9.00E-01 30061/ 2.00E-01 30062/ 5.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.80 hours ( Junction / Inflow,cfs ) ' 30060/ 9.00E-01 30061/ 2.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.82 hours ( Junction / Inflow,cfs ) 30060/ 9.00E-01 30061/ 2.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.83 hours ( Junction / Inflow,cfs ) 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.85 hours ( Junction / Inflow,cfs ) ' 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 ######################################## System inflows (data group K3) at 1.87 hours ( Junction / Inflow,cfs ) 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.88 hours ( Junction / Inflow,cfs ) 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## System inflows (data group K3) at 1.90 hours ( Junction / Inflow,cfs ) t 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.92 hours ( Junction / Inflow,cfs ) 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 1.93 hours ( Junction / Inflow,cfs ) W 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.95 hours ( Junction / Inflow,cfs ) 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 1.97 hours ( Junction / Inflow,cfs ) 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.98 hours ( Junction / Inflow,cfs ) ' 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.00 hours ( Junction / Inflow,cfs ) 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 t# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # CYCLE 720 TIME 2 HRS - 0.00 MIN ' JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 1.84*/ 4937.02 30062/ 4.37 / 4939.55 30061/ 3.05*/ 4939.55 30004/ 2.60*/ 4939.56 30005/ 1.52 / 4939.57 30060/ 0.61 / 4939.61 CONDUIT/ FLOW =_> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 6.21 1002/ 1.96 1003/ 1.72 1004/ 1.69 '1005/ 1.66 90006/ 6.21 90007/ 6.21 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 2.02 hours ( Junction / Inflow,cfs ) '30060/ 7.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.03 hours ( Junction / Inflow,cfs ) ' 30060/ 7.00E-01 30061/ 2.00E-01 30062/ 3.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.05 hours ( Junction / Inflow,cfs ) 30060/ 6.00E-01 30061/ 2.00E-01 30062/ 3.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 2.07 hours ( Junction / Inflow,cfs ) '30060/ 5.00E-01 30061/ 1.00E-01 30062/ 3.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.08 hours ( Junction / Inflow,cfs ) 30060/ 5.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 ######################################## System inflows (data group K3) at 2.10 hours ( Junction / Inflow,cfs ) 30060/ 4.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 2.12 hours ( Junction / Inflow,cfs ) W 30060/ 4.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 System inflows (data group K3) at 2.13 hours ( Junction / Inflow,cfs ) 30060/ 4.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.15 hours ( Junction / Inflow,cfs ) 30060/ 3.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.17 hours ( Junction / Inflow,cfs ) ' 30060/ 3.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.18 hours ( Junction / Inflow,cfs ) 30060/ 3.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.20 hours ( Junction / Inflow,cfs ) 30060/ 3.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.22 hours ( Junction / Inflow,cfs ) ' 30060/ 2.00E-01 30061/ 1.00E-01 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.23 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.25 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.27 hours ( Junction / Inflow,cfs ) , 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.28 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 ########!############################### ' ######################################## System inflows (data group K3) at 2.30 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.32 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.33 hours ( Junction / Inflow,cfs ) 30060/ 1.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## System inflows (data group K31 at 2.60 hours ( Junction / Inflow,cfs ) 30060/ 1.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # I CYCLE 840 TIME 2 IRS - 20.00 MIN JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. ' 30001/ 1.30 / 4936.30 30002/ 1.75*/ 4936.93 30062/ 3.95 / 4939.13 30061/ 2.63*/ 4939.13 30004/ 2.18*/ 4939.14 30005/ 1.09 / 4939.14 30060/ 0.20 / 4939.20 ' CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 5.81 1002/ 0.39 1003/ 0.35 1004/ 0.33 1005/ 0.29* 90006/ 5.80 90007/ 5.81 '######################################## System inflows (data group K3) at 2.62 hours ( Junction / Inflow,cfs ) 30060/ 1.00E-01 30061/ 0.00E+00 30062/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 2.63 hours ( Junction / Inflow,cfs ) '30060/ 1.00E-01 30061/ 0.00E+00 30062/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.65 hours ( Junction / Inflow,cfs ) 30060/ 1.00E-01 30061/ 0.00E+00 30062/ 0.00E+00 System inflows (data group K3) at 2.67 hours ( Junction / Inflow,cfs ) 30060/ 0.00E+00 30061/ 0.00E+00 30062/ 0.00E+00 CYCLE 960 TIME 2 IRS - 40.00 MIN JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 1.65*/ 4936.83 30062/ 3.48 / 4938.66 30061/ 2.17 / 4938.67 30004/ 1.72*/ 4938.68 30005/ 0.65 / 4938.70 30060/ 0.12 / 4939.12 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 5.30 1002/ 0.15 1003/ 0.16 1004/ 0.16 '1005/ 0.10* 90006/ 5.30 90007/ 5.30 ######################################## ===> System inflows (data group K3) at 3.00 hours ( Junction / Inflow,cfs ) 30060/ 0.00E+00 30061/ 0.00E+00 30062/ 0.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' CYCLE 1080 TIME 3 IRS - 0.00 MIN - JUNCTION / DEPTH / ELEVATION ==> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 1.54*/ 4936.72 30062/. 3.02 / 4938.20 30061/ 1.71 / 4938.21 30004/ 1.25 / 4938.21 30005/ 0.15 / 4938.20 ' 30060/ 0.05 / 4939.05 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. ' 1001/ 4.76 1002/ 0.33 1003/ 0.22 1004/ 0.05 1005/ 0.02* 90006/ 4.76 90007/ 4.76 1 Cad * FINAL MODEL CONDITION * FINAL TIME = 3.00 HOURS JUNCTION / DEPTH / ELEVATION =__> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 1.54*/ 4936.72 30062/ 3.02 / 4938.20 30061/ 1.71 / 4938.21 30004/ 1.25 / 4938.21 30005/ 0.15 / 4938.20 ' 30060/ 0.05 / 4939.05 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 4.76 1002/ 0.33 1003/ 0.22 1004/ 0.05 , 1005/ 0.02* 90006/ 4.76 90007/ 4.76 CONDUIT/ VELOCITY 1001/ 3.88 1002/ 0.08 1003/ 0.13 1004/ ' 0.06 1005/ 0.77 90006/ 6.06 CONDUIT/ CROSS SECTIONAL AREA 1001/ 1.23 1002/ 4.24 1003/ 1.67 1004/ ' 0.78 1005/ 0.02 90006/ 0.79 CONDUIT/ FINAL VOLUME ' 1001/ 77.86 1002/ 380.44 1003/ 116.21 1004/ 79.62 1005/ 1.67 90006/ 157.00 CONDUIT/ HYDRAULIC RADIUS ' 1001/ 0.31 1002/ 0.68 1003/ 0.42 1004/ 0.28 1005/ 0.03 90006/ 0.25 CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION ' 1001/ 4936.72/ 4936.30 1002/ 4938.21/ 4938.20 1003/ 4938.21/ 4938.21 1004/ 4938.20/ 4938.21 1005/ 4939.05/ 4938.20 90006/ 4938.20/ 4936.72 # Surcharge Iteration Summary # , Maximum number of iterations in a time step..... 31 Total number of iterations in the simulation.... 2412 , Average number of iterations per time step....... 2.23 Surcharge iterations during the simulation...... 252 Maximum surcharge flow error during simulation.. 4.22E+00 cfs Total number of time steps during simulation.... 1080 * CONDUIT COURANT CONDITION SUMMARY * TIME IN MINUTES DELT > COURANT TIME STEP * SEE BELOW FOR EXPLANATION OF COURANT TIME STEP. CONDUIT # TIME(MN) CONDUIT # TIME(MN) CONDUIT # TIME(MN) CONDUIT # TIME(MN) ----------------- --------- -------- ---------------------------------- 1001 179.67 1002 159.17 1003 162.00 1004 96.17 1005 98.67 90006 24.83 ' 1 * CONDUIT COURANT CONDITION SUMMARY * ' * COURANT = CONDUIT LENGTH * TIME STEP =-------------------------------- ' * VELOCITY + SORT(GRVT*AREA/WIDTH) *� ************************************************ '* AVERAGE COURANT CONDITION TIME STEP(SECONDS) ************************************************ CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) 1001 5.77 1002 7.95 1003 7.36 1004 12.19 1005 12.20 90006 13.18 ' 1 * EXTRAN CONTINUITY BALANCE AT THE LAST TIME STEP * JUNCTION INFLOW, OUTFLOW OR STREET FLOODING ************************************************ ' JUNCTION INFLOW, FT3 -------- ------------ 30062 2.0016E+04 30061 1.1706E+04 30060 4.4016E+04 ' JUNCTION OUTFLOW,FT3 - 30001 4.9129E+04 '******************************************************* * INITIAL SYSTEM VOLUME 3.0775E-01 CU FT * TOTAL SYSTEM INFLOW VOLUME = 7.5738E+04 CU FT * '* INFLOW + INITIAL VOLUME = 7.5738E+04 CU FT * ******************************************************* * TOTAL SYSTEM OUTFLOW = 4.9129E+04 CU FT * VOLUME LEFT IN SYSTEM = 2.6636E+04 CU FT * OUTFLOW + FINAL VOLUME = 7.5765E+04 CU FT ******************************************************* * ERROR IN CONTINUITY, PERCENT = -0.04 ******************************************************* ' 1 ' # T i m e H i story of the H. G. L. ( Feet)# ' WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT Junction: 30001 Junction: 30002 Junction: 30062 Junction: 30061 Junction: 30004 'Time Ground: 4941.00 Ground: 4942.00 Ground: 4942.00 Ground: 4941.90 Ground: 4942.60 Hr:Mn:Sc Elevation Depth Elevation Depth Elevation Depth Elevation Depth Elevation Depth -------- --------- ----- --------- ----- --------- ----- --------- -------------- ----- 0: 2:30 4936.30 1.30 4936.30 1.07 4935.30 0.10 4936.50 0.00 4937.00 0.00 0: 5: 0 4936.30 1.30 4936.30 1.08 4935.40 0.20 4936.50 0.00 4937.00 0.00 0: 7:30 4936.30 1.30 4936.30 1.08 4935.50 0.28 4936.50 0.00 4937.00 0.00 0 4936.30 1.30 4936.30 1.07 4935.50 0.35 4936.50 0.00 4937.00 0.00 '0:10: 0:12:30 4936.30 1.30 4936.20 1.06 4935.60 0.42 4936.50 0.02 4937.00 0.00 0:15: 0 4936.30 1.30 4936.20 1.05 4935.70 0.50 4936.70 0.19 4937.10 0.10 0:17:30 4936.30 1.30 4936.20 1.04 4935.80 0.62 4936.90 0.39 4937.30 0.39 0 4936.30 1.30 4936.20 1.04 4936.00 0.78 4937.00 0.52 4937.50 0.58 '0:20: 0:22:30 4936.30 1.30 4936.30 1.08 4936.10 0.97 4937.20 0.69 4937.70 0.79 0:25: 0 4936.30 1.30 4936.30 1.13 4936.40 1.21 4937.30 0.83 4938.00 1.00 0:27:30 4936.30 1.30 4936.40 1.18 4936.60 1.45 4937.40 0.93 4938.10 1.14 0:30: 0 4936.30 1.30 4936.40 1.24 4936.90 1.70 4937.50 1.00 4938.20 1.27 0:32:30 4936.30 1.30 4936.50 1.31 4937.20 1.99 4937.70 1.18 4938.30 1.39 0:35: 0 4936.30 1.30 4936.60 1.40 4937.60 2.39 4937.80 1.28 4938.50 1.50 0:37:30 4936.30 1.30 4936.70 1.48 4937.90 2.74 4938.00 1.48 4938.60 ' 1.60 0:40: 0 4936.30 1.30 4936.70 1.54 4938.20 3.00 4938.30 1.81 4938.90 1.96 0:42:30 4936.30 1.30 4936.80 1.58 4938.40 3.22 4938.60 2.12 4939.10 2.16 0:45: 0 4936.30 1.30 4936.80 1.62 4938.60 3.39 4937.30 0.80 4939.50 2.57 0:47:30 4936.30 1.30 4936.80 1.65 4938.70 3.52 4938.70 2.15 4939.30 ' 2.37 0:50: 0 4936.30 1.30 4936.90 1.68 4938.80 3.64 4938.70 2.24 4939.40 2.46 0:52:30 4936.30 1.30 4936.90 1.70 4938.90 3.75 4939.00 2.53 4939.50 2.55 0:55: 0 4936.30 1.30 4936.90 1.73 4939.00 3.85 4939.10 2.62 4939.60 ' 2.63 0:57:30 4936.30 1.30 4936.90 1.75 4939.10 3.94 4939.20 2.71 4939.70 2.69 1: 0: 0 4936.30 1.30 4936.90 1.76 4939.20 4.01 4939.30 2.78 4939.70 2.74 1: 2:30 4936.30 1.30 4937.00 1.78 4939.30 4.08 4939.30 2.84 4939.70 2.79 1: 5: 0 4936.30 1.30 4937.00 1.79 4939.30 4.15 4939.40 2.90 4939.80 ' 2.83 1: 7:30 4936.30 1.30 4937.00 1.80 4939.40 4.20 4939.50 2.95 4939.80 2.86 1:10: 0 4936.30 1.30 4937.00 1.82 4939.40 4.25 4939.50 3.00 4939.90 2.89 1:12:30 4936.30 1.30 4937.00 1.83 4939.50 4.30 4939.50 3.04 4939.90 2.92 1:15: 0 4936.30 1.30 4937.00 1.83 4939.50 4.34 4939.60 3.07 4939.90 2.94 , 1:17:30 4936.30 1.30 4937.00 1.84 4939.60 4.37 4939.60 3.10 4939.90 2.95 1:20: 0 4936.30 1.30 4937.00 1.85 4939.60 4.40 4939.60 3.13 4939.90 2.96 1:22:30 4936.30 1.30 4937.00 1.85 4939.60 4.42 4939.60 3.15 4939.90 2.97 ' 1:25: 0 4936.30 1.30 4937.00 1.86 4939.60 4.44 4939.70 3.17 4939.90 2.97 1:27:30 4936.30 1.30 4937.00 1.86 4939.60 4.46 4939.70 3.18 4939.90 2.97 1:30: 0 4936.30 1.30 4937.00 1.86 4939.70 4.47 4939.70 3.19 4939.90 2.96 1:32:30 4936.30 1.30 4937.00 1.87 4939.70 4.48 4939.70 3.20 4939.90 2.96 , 1:35: 0 4936.30 1.30 4937.00 1.87 4939.70 4.49 4939.70 3.20 4939.90 2.95 1:37:30 4936.30 1.30 4937.00 1.87 4939.70 4.49 4939.70 3.20 4939.90 2.93 f0�3�a 1:40: 0 4936.30 1.30 4937.00 1.87 4939.70 4.49 4939.70 3.20 4939.90 2.92 1:42:30 4936.30 1.30 4937.00 1.87 4939.70 4.49 4939.70 3.20 4939.90 ' 2.90 1:45: 0 4936.30 1.30 4937.00 1.87 4939.70 4.49 4939.70 3.19 4939.80 2.88 1:47:30 4936.30 1.30 4937.00 1.87 4939.70 4.48 4939.70 3.18 4939.80 2.85 1:50: 0 4936.30 1.30 4937.00 1.86 4939.70 4.47 4939.70 3.17 4939.80 2.82 1:52:30 4936.30 1.30 4937.00 1.86 4939.60 4.46 4939.60 3.15 4939.70 2.77 , 1:55: 0 4936.30 1.30 4937.00 1.86 4939.60 4.43 4939.60 3.12 4939.70 2.71 1:57:30 4936.30 1.30 4937.00 1.85 4939.60 4.40 4939.60 3.09 4939.60 2.65 2: 0: 0 4936.30 1.30 4937.00 1.84 4939.50 4.37 4939.50 3.05 4939.60 2.60 ' 2: 2:30 4936.30 1.30 4937.00 1.83 4939.50 4.32 4939.50 3.01 4939.50 2.55 2: 5: 0 4936.30 1.30 4937.00 1.82 4939.50 4.28 4939.50 2.96 4939.50 2.50 2: 7:30 4936.30 1.30 4937.00 1.81 4939.40 4.23 4939.40 2.91 4939.40 2.45 2:10: 0 4936.30 1.30 4937.00 1.80 4939.40 4.18 4939.40 2.86 4939.40 2.40 ' 2:12:30 4936.30 1.30 4937.00 1.79 4939.30 4.12 4939.30 2.80 4939.30 2.35 2:15: 0 4936.30 1.30 4937.00 1.78 4939.20 4.07 4939.20 2.75 4939.20 2.29 2:17:30 4936.30 1.30 4936.90 1.76 4939.20 4.01 4939.20 2.69 4939.20 2.23 2:20: 0 4936.30 1.30 4936.90 1.75, 4939.10 3.95 4939.10 2.63 4939.10 2.18 ' 2:22:30 4936.30 1.30 4936.90 1.74 4939.10 3.90 4939.10 2.58 4939.10 2.12 2:25: 0 4936.30 1.30 4936.90 1.72 4939.00 3.84 4939.00 2.52 4939.00 2.06 2:27:30 4936.30 1.30 4936.90 1.71 4939.00 3.78 4939.00 2.46 4939.00 2.00 2:30: 0 4936.30 1.30 4936.90 1.70 4938.90 3.72 4938.90 2.40 4938.90 1.94 ' 2:32:30 4936.30 1.30 4936.90 1.68 4938.80 3.66 4938.90 2.35 4938.80 1.86 2:35: 0 4936.30 1.30 4936.90 1.67 4938.80 3.60 4938.80 2.35 4938.80 1.86 2:37:30 4936.30 1.30 4936.80 1.66 4938.70 3.54 4938.70 2.24 4938.70 1.79 ' 2:40: 0 4936.30 1.30 4936.80 1.65 4938.70 3.48 4938.70 2.17 4938.70 1.72 2:42:30 4936.30 1.30 4936.80 1.63 4938.60 3.43 4938.60 2.11 4938.60 1.66 2:45: 0 4936.30 1.30 4936.80 1.62 4938.50 3.37 4938.50 2.05 4938.60 1.60 2:47:30 4936.30 1.30 4936.80 1.61 4938.50 3.31 4938.50 1.98 4938.50 1.52 , 2:50: 0 4936.30 1.30 4936.80 1.59 4938.40 3.25 4938.40 1.92 4938.40 1.46 2:52:30 4936.30 1.30 4936.80 1.58 4938.40 3.19 4938.40 1.88 4938.40 1.45 2:55: 0 4936.30 1.30 4936.70 1.57 4938.30 3.13 4938.30 1.82 4938.30 1.37 2:57:30 4936.30 1.30 4936.70 1.56 4938.30 3.08 4938.30 1.76 4938.30 1.30 ' 3: 0: 0 4936.30 1.30 4936.70 1.54 4938.20 3.02 4938.20 1.71 4938.20 1.25 Mean 4936.30 1.30 4936.80 1.63 4938.54 3.36 4938.72 2.22 4939.00 2.04 Maximum 4936.30 1.30 4937.00 1.87 4939.70 4.49 4939.70 3.20 4939.90 2.97 , Minimum 4936.30 1.30 4936.20 1.04 4935.30 0.10 4936.50 0.00 4937.00 0.00 ' # T i me H i story of the H. G. L. ( Feet)# tWILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT Junction: 30005 Junction: 30060 ' Time Ground: 4944.20 Ground: 4944.00 Hr:Mn:Sc Elevation Depth Elevation Depth -------- 0: 2:30 --------- 4938.00 ----- 0.00 --------- 4939.00 ----- 0.00 0: 5: 0 4938.00 0.00 4939.00 0.00 0: 7:30 4938.00 0.00 4939.00 0.00 0 4938.00 0.00 4939.00 0.00 '0:10: 0:12:30 4938.10 0.00 4939.00 0.02 0:15: 0 4938.20 0.13 4939.20 0.20 0:17:30 4938.40 0.33 4939.40 0.44 0 4938.50 0.46 4939.60 0.63 '0:20: 0:22:30 4938.70 0.61 4939.90 0.86 0:25: 0 4938.80 0.75 4940.10 1.12 0:27:30 4938.90 0.83 4940.30 1.31 '0:30: 0 4938.90 0.89 4940.50 1.49 0:32:30 4939.00 0.96 4940.70 1.73 0:35: 0 4939.10 1.01 4941.00 2.03 0:37:30 0:40: 0 4939.10 4939.70 1.06 1.67 4941.20 4941.40 2.24 2.36 0:42:30 4939.80 1.75 4941.40 2.43 0:45: 0 4940.00 1.96 4941.50 2.46 4939.90 1.87 4941.50 2.47 IY1 1�� '0:47:30 0:50: 0 4940.00 1.92 4941.50 f0 2.47 r 0:52:30 4940.10 2.03 4941.50 2.45 0:55: 0 4940.10 2.08 4941.40 2.44 4940.20 2.11 4941.40 2.41 '0:57:30 1: 0: 0 4940.20 2.14 4941.40 2.38 1: 2:30 4940.20 2.16 4941.40 2.35 5: 0 4940,20 2.18 4941,30 2.32 '1: 1: 7:30 4940.20 2.20 4941.30 2.28 1:10: 0 4940.30 2.21 4941.20 2.25 1:12:30 4940.30 2.21 4941.20 2.20 0 4940.30 2.21 4941.20 2.16 '1:15: 1:17:30 4940.30 2.21 4941.10 2.11 1:20: 0 4940.30 2.20 4941.10 2.06 1:22:30 4940.20 2.19 4941.00 2.01 1:25: 0 4940.20 2.18 4941.00 1.96 ' 1:27:30 4940.20 2.16 4940.90 1.90 1:30: 0 4940.20 2.14 4940.80 1.84 1:32:30 4940.20 2.12 4940.80 1.78 1:35: 0 4940.10 2.09 4940.70 1.71 1:37:30 4940.10 2.06 4940.60 1.64 1:40: 0 4940.10 2.03 4940.60 1.56 4940.00 1.99 4940.50 1.48 '1:42:30 1:45: 0 4940.00 1.96 4940.40 1.39 1:47:30 4940.00 1.91 4940.30 1.29 1:50: 0 4939.90 1.85 4940.20 1.18 1:52:30 4939.80 1.77 4940.00 1.04 ' 1:55: 0 4939.70 1.67 4939.90 0.86 1:57:30 4939.60 1.59 4939.70 0.72 2: 0: 0 4939.60 1.52 4939.60 0.61 2:30 4939.50 1.47 4939.50 0.54 '2: 2: 5: 0 4939.50 1.42 4939.50 0.48 2: 7:30 4939.40 1.36 4939.40 0.43 ' 2:10: 0 4939.40 1.31 4939,40 0.37 M% 12:12:30 4939.30 1.26 4939.30 0.32 2:15: 0 4939.20 1.20 4939.30 0.26 2:17:30 4939.20 1.14 4939.20 0.23 2:20: 0 4939.10 1.09 4939.20` ' 0.20 2:22:30 4939.10 1.03 4939.20 0.18 2:25: 0 4939.00 0.97 4939.20 0.16 2:27:30 4939.00 0.91 4939.10 0.15 2:30: 0 4938.90 0.85 4939.10 ' 0.14 2:32:30 4938.90 0.83 4939.10 0.13 2:35: 0 4938.90 0.81 4939.10 0.13 2:37:30 4938.80 0.72 4939.10 0.13 ' 2:40: 0 4938.70 0.65 4939.10 0.12 2:42:30 4938.60 0.58 4939.10 0.10 2:45: 0 4938.60 0.51 4939.10 0.09 2:47:30 4938.50 0.44 4939.10 0.08 2:50: 0 4938.40 0.36 4939.10 0.07 2:52:30 4938.30 0.29 4939.10 0.06 2:55: 0 4938.30 0.25 4939.10 0.06 2:57:30 4938.30 0.20 4939.10 ' 0.05 3: 0: 0 4938.20 0.15 4939.00 0.05 Mean 4939.34 1.29 4940.10 1.10 Maximum 4940.30 2.21 4941.50 2.47 ' Minimum 4938.00 0.00 4939.00 0.00 1 ' * J U N C T I O N S U M M A R Y S T A T I S T I C S * ' WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT ' UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF JUNCTION , JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) % CHANGE (FT) HR. MIN. ELEVATION --------- ELEVATION ------------ (MIN) (MIN) --------- -------- (SQ.FT) -------- -------- --------- ---------- 30001 4941.00 4936.25 -------- 4936.30 --------- 0.1003 -------- --------- 4936.30 0 0 0.05 4.70 180.0 0.0 5.214E+01 30002 4942.00 4936.43 4936.80 0.2663 4937.05 1 39 0.62 4.95 150.0 0.0 1.995E+02 30062 4942.00 4942.00 4938.52 0.0810 4939.67 1 38 0.00 2.33 0.0 0.0 1.487E+04 30061 4941.90 4939.00 4938.73 0.7643 4940.48 0 45 1.48 1.42 94.8 0.0 3.422E+02 30004 4942.60 4938.56 4938.98 0.8362 4939.93 1 25 1.37 2.67 126.3 0.0 ' 1.829E+02 30005 4944.20 4939.65 4939.34 0.5108 4940.30 0 45 0.65 3.90 76.5 0.0 5.103E+02 30060 4944.00 4944.00 4940.10 0.0907 4941.47 0 47 0.00 2.53 0.0 0.0 1.685E+04 1 # Time History of Flow and Velocity # # Q(cfs), Vel(ft/s), Total(cubic feet) # ' WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN , JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT Time Conduit: 1001 Conduit: 1002 Conduit: 1003 Conduit: 1004 Conduit: 1005 ' Hr:Mn:Sc Flow Veloc. Flow Veloc. Flow ---- Veloc. ------ Flow ---- Veloc. ------ Flow Veloc. ---- ------ -------- ---- 0: 2:30 -1.55 ------ -1.19 ---- 0.00 ------ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 0: 5: 0 -1.35 -1.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0: 7:30 -1.43 -1.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:10: 0 -1.55 -1.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 , C3o I I i 11 1 0:12:30 -1.66 -1.42 0.01 0.01 0.00 0.00 0.00 0.31 0.00 0.32 0:15: 0 -1.78 -1.52 0.44 0.93 0.06 0.69 0.17 2.16 0.24 1.76 0:17:30 -1.91 -1.64 1.96 2.68 1.10 3.03 1.22 4.18 1.31 3.04 0:20: 0 -1.94 -1.67 3.66 3.61 2.44 3.86 2.53 5.33 2.58 3.72 0:22:30 -1.60 -1.41 6.27 4.61 4.06 4.35 4.21 6.13 4.29 4.26 0:25: 0 -0.49 -0.50 9.19 4.97 5.91 4.96 6.08 6.83 6.12 4.68 0:27:30 1.67 1.29 11.47 5.07 7.08 5.17 7.23 6.24 7.27 4.90 0:30: 0 2.51 2.02 13.15 4.90 7.98 5.36 8.05 6.26 8.06 5.04 0:32:30 3.12 2.50 17.64 5.42 8.86 5.56 8.97 6.38 9.01 5.33 0:35: 0 3.79 3.05 20.27 5.50 9.53 5.75 9.64 6.47 9.67 5.64 0:37:30 4.33 3.50 16.83 4.30 10.30 6.07 10.32 6.65 10.34 6.02 0:40: 0 4.69 3.80 15.44 3.57 10.28 5.81 10.30 5.90 10.69 6.20 0:42:30 4.96 4.03 13.61 2.92 10.06 5.73 10.01 5.67 10.08 5.72 0:45: 0 5.16 4.20 17.94 3.36 9.60 4.51 8.97 5.85 9.63 5.29 0:47:30 5.32 4.33 11.70 2.47 9.45 5.37 9.81 5.55 9.77 5.55 0:50: 0 5.46 4.44 11.03 2.34 9.21 5.22 9.61 5.47 9.57 5.41 0:52:30 5.58 4.54 10.79 2.21 9.16 5.26 9.24 5.20 9.22 5.23 0:55: 0 5.68 4.63 10.42 2.13 8.97 5.08 8.99 5.10 9.00 5.10 0:57:30 5.77 4.70 10.08 2.06 8.77 4.97 8.79 4.98 8.80 4.98 1: 0: 0 5.85 4.77 9.73 1.99 8.57 4.86 8.59 4.87 8.60 4.87 1: 2:30 5.92 4.82 9.53 1.94 8.37 4.75 8.39 4.75 8.39 4.76 1: 5: 0 5.99 4.88 9.24 1.89 8.18 4.64 8.19 4.64 8.20 4.65 1: 7:30 6.04 4.92 8.96 1.83 7.99 4.53 8.01 4.54 8.01 4.54 1:10: 0 6.09 4.96 8.68 1.78 7.81 4.43 7.82 4.43 7.82 4.44 1:12:30 6.14 5.00 8.39 1.71 7.63 4.32 7.64 4.33 7.64 4.33 1:15: 0 6.18 5.03 8.13 1.66 7.45 4.22 7.46 4.23 7.45 4.23 1:17:30 6.21 5.06 7.84 1.60 7.27 4.12 7.28 4.12 7.28 4.12 1:20: 0 6.23 5.08 7.58 1.55 7.09 4.02 7.09 4.02 7.09 4.02 1:22:30 6.26 5.10 7.40 1.51 6.91 3.92 6.91 3.92 6.91 3.92 1:25: 0 6.28 5.11 7.22 1.47 6.72 3.81 6.73 3.81 6.72 3.81 1:27:30 6.29 5.13 6.94 1.41 6.54 3.71 6.55 3.71 6.54 3.71 1:30: 0 6.31 5.14 6.65 1.36 6.36 3.60 6.35 3.60 6.35 3.60 1:32:30 6.32 5.15 6.45 1.32 6.16 3.49 6.15 3.49 6.15 3.49 1:35: 0 6.32 5.15 6.25 1.28 5.95 3.38 5.95 3.37 5.94 3.37 1:37:30 6.33 5.16 6.00 1.23 5.74 3.26 5.74 3.25 5.72 3.25 1:40: 0 6.33 5.16 5.72 1.17 5.51 3.13 5.50 3.13 5.50 3.12 1:42:30 6.33 5.15 5.48 1.12 5.28 2.99 5.28 2.99 5.28 3.00 1:45: 0 6.32 5.15 5.33 1.09 5.12 2.91 5.11 2.90 5.10 2.94 1:47:30 6.32 5.15 5.03 1.03 4.82 2.74 4.81 2.73 4.79 2.83 1:50: 0 6.31 5.14 4.65 0.95 4.43 2.52 4.41 2.52 4.40 2.70 1:52:30 6.29 5.13 4.12 0.85 3.89 2.23 3.87 2.22 3.85 2.51 1:55: 0 6.27 5.11 3.31 0.68 3.08 1.78 3.06 1.76 3.03 2.18 1:57:30 6.24 5.09 2.51 0.52 2.29 1.32 2.27 1.31 2.26 1.76 2: 0: 0 6.21 5.06 1.96 0.40 1.72 0.99 1.69 0.98 1.66 1.40 2: 2:30 6.17 5.03 1.53 0.32 1.29 0.74 1.27 0.74 1.25 1.12 2: 5: 0 6.13 4.99 1.18 0.24 1.03 0.60 1.01 0.58 0.98 0.93 2: 7:30 6.08 4.96 1.01 0.21 0.87 0.50 0.85 0.49 0.81 0.82 2:10: 0 6.03 4.91 0.92 0.19 0.78 0.45 0.76 0.45 0.73 0.78 2:12:30 5.98 4.87 0.85 0.18 0.71 0.40 0.69 0.41 0.64 0.74 2:15: 0 5.92 4.83 0.58 0.12 0.54 0.31 0.51 0.32 0.49 0.63 2:17:30 5.86 4.78 0.46 0.09 0.41 0.24 0.39 0.25 0.36 0.50 2:20: 0 5.81 4.73 0.39 0.08 0.35 0.20 0.33 0.21 0.29 0.43 2:22:30 5.74 4.69 0.33 0.07 0.29 0.16 0.26 0.17 0.21 0.34 2:25: 0 5.68 4.64 0.29 0.06 0.26 0.14 0.23 0.16 0.17 0.30 2:27:30 5.62 4.59 0.26 0.05 0.22 0.13 0.20 0.14 0.15 0.28 2:30: 0 5.56 4.53 0.23 0.04 0.19 0.11 0.18 0.13 0.13 0.27 2:32:30 5.50 4.48 0.00 0.16 0.49 0.12 0.50 0.16 0.12 0.26 2:35: 0 5.43 4.43 0.30 0.03 0.24 0.00 0.24 0.05 0.11 0.25 2:37:30 5.37 4.38 0.26 0.05 0.30 0.08 0.30 0.16 0.11 0.28 2:40: 0 5.30 4.33 0.15 0.02 0.16 0.03 0.16 0.06 0.10 0.31 2:42:30 5.24 4.27 0.00 0.00 0.00 -0.03 0.05 0.00 0.07 0.27 2:45: 0 5.17 4.22 -0.04 -0.02 -0.06 -0.03 0.00 -0.02 0.05 0.25 2:47:30 5.10 4.16 0.00 0.01 -0.04 0.00 -0.01 -0.03 0.04 0.25 2:50: 0 5.04 4.11 0.00 0.00 -0.28 0.00 0.30 0.22 0.03 0.25 2:52:30 4.97 4.05 -0.04 -0.01 0.00 -0.05 0.11 0.27 0.02 0.28 2:55: 0 4.90 3.99 0.33 0.03 0.23 0.08 0.03 0.17 0.02 0.35 pond3b ►pond 3Q C3i ,2:57:30 4.83 3.94 0.37 0.07 0.27 0.13 0.03 0.09 0.02 0.46 3: 0: 0 4.76 3.88 0.33 0.04 0.22 0.10 0.05 0.11 0.02 0.73 Mean 4.59 3.73 5.20 1.37 4.06 2.46 4.08 2.66 4.07 2.59 Maximum 6.33 5.16 20.27 5.50 10.30 6.07 10.32 6.83 10.69 6.20 ' Minimum -1.94 -1.67 -0.04 -0.02 -0.28 -0.05 -0.01 -0.03 0.00 0.00 Total 4.955E+04 5.620E+04 4.383E+04 4.401E+04 4.399E+04 1 '* C 0 N D U I T S U M M A R Y S T A T I S T I C S WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN ' JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXTX.DAT CONDUIT MAXIMUM TIME MAXIMUM TIME RATIO OF MAXIMUM DEPTH ABOVE LENGTH CONDUIT ' DESIGN DESIGN VERTICAL COMPUTED OF COMPUTED OF MAX. TO INV. AT CONDUIT ENDS OF NORM SLOPE CONDUIT FLOW VELOCITY DEPTH FLOW OCCURRENCE VELOCITY OCCURRENCE DESIGN UPSTREAM DOWNSTREAM FLOW , NUMBER (CFS) (FPS) (IN) (CFS) HR. MIN. (FPS) ------- HR. MIN. ---------- FLOW ------- (FT) -------- (FT) --------- (MIN) ----- (FT/FT) ------ ------ 1001 --------------- 3.10E+00 -------- 2.53 ----------------- 15.000 6.33E+00 1 39 5.16 1 39 2.04 1.87 1.30 0.0 0.00284 1002 3.89E+01 7.93 30.000 2.03E+01 0 35 5.73 0 45 0.52 3.20 4.49 24.2 0.01471 ' 1003 7.86E+00 4.45 18.000 1.15E+01 0 45 6.52 0 45 1.47 2.98 3.10 3.3 0.00518 1004 1.22E+01 6.90 18.000 1.07E+01 0 44 7.12 0 27 0.88 2.21 2.88 13.3 0.00966 1005 7.25E+00 4.10 18.000 1.10E+01 0 45 6.27 0 45 1.52 2.47 2.11 46.5 0.01017 90006 3.91E+00 0.49 11.997 6.33E+00 1 39 8.06 1 39 1.62 4.49 1.88 0.0 0.00005 ' 90007 UNDEF UNDEF UNDEF 6.33E+00 1 39 f * SUBCRITICAL AND CRITICAL FLOW ASSUMPTIONS FROM * SUBROUTINE HEAD. SEE FIGURE 5-4 IN THE EXTRAN * MANUAL FOR FURTHER INFORMATION. LENGTH LENGTH LENGTH LENGTH OF OF OF UPSTR. OF DOWNSTR. MEAN TOTAL MAXIMUM MAXIMUM CONDUIT DRY SUBCRITICAL CRITICAL CRITICAL FLOW AVERAGE FLOW HYDRAULIC CROSS SECT NUMBER FLOW(MIN) FLOW(MIN) FLOW(MIN) FLOW(MIN) (CFS) % CHANGE --------- CUBIC FT --------- RADIUS(FT) --------- AREA(FT2) ---------- ------- 1001 ---------- 0.00 ----------- 180.00 --------- 0.00 --------- 0.00 -------- 4.55 0.5931 4.9129E+04 0.3463 1.2272 1002 12.00 168.00 0.00 0.00 5.11 0.4957 5.5192E+04 0.6928 4.9087 1003 12.33 143.33 0.00 24.33 4.07 0.8090 4.3924E+04 0.4541 1.7671 1004 11.50 153.00 0.00 15.50 4.08 0.4050 4.4071E+04 0.4411 1.7671 1005 11.17 140.00 0.00 28.83 4.07 0.4057 4.3974E+04 0.4515 1.7671 90006 0.17 179.83 0.00 0.00 4.56 0.2876 4.9278E+04 0.2770 0.7850 90007 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 4.55 4.9129E+04 ************************************************************ * AVERAGE % CHANGE IN JUNCTION OR CONDUIT IS DEFINED AS: * CONDUIT % CHANGE __> 100.0 ( Q(n+1) - Q(n) ) / Qfull * JUNCTION % CHANGE __> 100.0 ( Y(n+1) - Y(n) ) / Yfull The Conduit with the largest average change... 1003 had 0.809 percent The Junction with the largest average change... 30004 had 0.836 percent ===> Extended Transport model simulation ended normally. ===> SWMM 4.31 simulation ended normally. ' C3� Your input file was named : wsn-extx.dat Your output file was named: wsn-extx.out '********************************,►**************,r****.. * SWMM 4.31 Simulation Date and Time Summary '* Starting Date... August 7, 97 * Time... 15:33:49:71 * Ending Date... August 7, 97 '* Time... 15:34: 7:73 * Elapsed Time... 0.300 minutes. * Elapsed Time... 17.998 seconds. Il 1 1 1 100-YEAR EVENT 1 1 1 Ca� * NBLOCK JIN(1) JOUT(1) SW 1 0 0 ' * NITCH NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) MM 1 1 2 3 4 a 0 'save32.prn' '$EXTRANIe: W51J-G/�T, �ll l Al 'WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN' ,lob U 1�1f1�Ow 5Pn 1Y1 Al 'JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT: CO- TST-35 FILE:WSN-EXT.DAT' /v * 80 line (OPTIONAL) wenhol, POW.) w4l ; '* ISOL Solution technique parameter. EXTRf�tJ snp�i' * = 0 Explicit EXTRAN solution * = 1 Enhanced explicit solution 100-1eai��cc1� = 2 Iterative explicit solution using variable '* * time -steps < DELT (group 81). Iteration * limit is ITMAX and convergence criterion is * SURTOL (group B2). * KSUPER = 0 Use minimum of normal flow and dynamic flow * when water surface slope < conduit slope (default). * = 1 Normal flow always used when flow is supercritical. * ISOL KSUPER ' BO 0 0 * JELEV JDOWN BB 0 0 NTCYC DELT TZERO NSTART INTER JNTER REDO '* 81 1080 10.0 0.0 1 120 15 0 * METRIC NEOUAL AMEN ITMAX SURTOL B2 0 1 0 30 0.05 * NHPRT NaPRT NPLT LPLT NJSW 83 7 5 0 0 3 84 30001 30002 30062 30061 30004 30005 30060 85 1001 1002 1003 1004 1005 * NCOND NJUNCI NJUNC2 Qo TYPE AFULL DEEP WIDE LEN ZP1 ZP2 ROUGH STH SPH C1 1001 30002 30001 0. 1 0.0 1.25 0.0 45.7 0.0 0.0 .0170 0.0 0.0 C1 1002 30061 30062 0. 1 0.0 2.50 0.0 51.2 0.0 0.0 .0220 0.0 0.0 •"� C1 1003 30004 30061 0, 1 0.0 1.50 0.0 37.6 0.0 0.1 .0170 0.0 0.0 'C1 1004 30005 30004 0. 1 0.0 1.50 0.0 102.5 0.0 0.1 .0110 0.0 0.0 C1 1005 30060 30005 0. 1 0.0 1.50 0.0 83.6 0.0 0.1 .0190 0.0 0.0 * JUNCTION NODES * JUN GRELEV Z DINST YO D1 30001 4941.0 4935.00 0.0 0.0 D1 30002 4942.0 4935.18 0.0 0.0 D1 30062 4942.0 4935.18 0.0 0.0 D1 30061 4941.9 4936.50 0.0 0.0 JoA4�o,4g T� ' D1 30004 4942.6 4936.96 0.0 0.0 D1 30005 4944.2 4938.05 0.0 0.0 30060 4944.0 4939,00 0.0 0.0 'D1 * JUNCTION DETENTION STORAGE DEFINITION * JSTORE GELEV ASTORE NUMST (AREA IN ACRES VS. DEPTH IN FEET) * LOWER DETENTION POND (SWMM ID 362) E1 E2 30062 4942.0 -1.0 8 0.010 0.0 0.159 0.82 0.246 1.82 0.276 2.82 0.308 3.82 rjjg-{}rC�1 �C�eul/1 0.357 4.82 0.466 5.82 0.466 6.82 .ao4Tl * UPPER DETENTION POND (SWMM ID 360) J W 30060 4944.0 -1.0 6 'E1 E2 0.010 0.0 0.050 1.0 0.318 2.0 0.463 3.0 0.560 4.0 0.802 5.0 * OUTLET ORIFICE FOR LOWER DETENTION POND (12" DIA.) 0r(kt 'F1 30062 30002 1 0.785 0.62 0.0 * BOUNDARY CONDITIONS I1 30001 1 J1 J2 2 4936.3 T YI5 11raJ�G (r'Q�InG * K1 3 * C2 30060 30061 30062 - * TIME(HR) 60 61 62 K3 0.0000 0.0 0.0 0.0 K3 0.1333 0.0 0.0 0.0 K3 0.1500 0.1 0.0 0.1 K3 0.1667 0.6 0.2 0.3 K3 0.1833 1.6 0.5 0.8 K3 0.2000 3.0 0.9 1.4 K3 0.2167 4.2 1.3 1.9 K3 0.2333 5.3 1.6 2.3 K3 0.2500 6.1 1.8 2.5 K3 0.2667 6.8 2.1 2.7 K3 0.2833 7.6 2.3 3.0 K3 0.3000 8.2 2.5 3.1 K3 0.3167 8.5 2.6 3.2 K3 0.3333 8.8 2.7 3.3 K3 0.3500 10.2 3.1 3.9 K3 0.3667 12.6 3.8 4.8 K3 0.3833 14.2 4.3 5.4 K3 0.4000 15.4 4.7 5.9 K3 0.4167 16.3 5.0 6.2 K3 0.4333 19.8 6.0 7.7 K3 0.4500 25.1 7.5 10.1 K3 0.4667 28.7 8.5 11.6 K3 0.4833 31.3 9.2 12.7 K3 0.5000 33.2 9.6 13.6 K3 0.5167 41.2 11.7 17.4 K3 0.5333 53.2 15.0 22.9 K3 0.5500 60.4 16.8 26.1 K3 0.5667 64.8 17.7 28.3 K3 0.5833 67.9 18.2 30.1 K3 0.6000 60.1 15.6 27.1 K3 0.6167 47.7 11.8 22.2 K3 0.6333 41.8 10.0 20.3 K3 0.6500 38.6 9.0 19.3 K3 0.6667 36.7 8.5 18.7 K3 0.6833 33.1 7.5 17.2 K3 0.7000 28.6 6.4 15.2 K3 0.7167 25.9 5.7 14.0 K3 0.7333 24.0 5.2 13.2 K3 0.7500 22.7 5.0 12.6 K3 0.7667 21.0 4.6 11.7 K3 0.7833 19.1 4.1 10.7 K3 0.8000 17.7 3.8 10.0 K3 0.8167 16.7 3.6 9.5 K3 0.8333 16.0 3.5 9.1 K3 0.8500 15.0 3.3 8.5 K3 0.8667 13.8 3.0 7.9 K3 0.8833 13.0 2.8 7.5 K3 0.9000 12.3 2.7 7.1 K3 0.9167 11.9 2.6 6.8 K3 0.9333 11.1 2.4 6.4 K3 0.9500 10.1 2.2 5.9 . K3 0.9667 9.4 2.1 5.5 K3 0.9833 8.9 1.9 5.2 K3 1.0000 8.5 1.9 4.9 K3 1.0167 7.9 1.7 4.6 K3 1.0333 7.2 1.6 4.2 K3 1.05< : 6.7 1.5 3.9 K3 1.06 .' 6.3 1.4 3.7 K3 1.0833 6.0 1.3 3.5 K3 1.1000 5.6 1.2 3.3 K3 1.1167 5.2 1.2 3.1 K3 1.1333 4.9 1.1 2.9 K3 1.1500 4.7 1.0 2.7 'JnflooAyj,-ogrc+ 6 c34 I ' K3 1.1667 4.5 1.0 2.6 K3 1.1833 4.2 1.0 2.5 M K3 1.2000 3.9 0.9 2.3 'K3 1.2167 3.7 0.8 2.2 K3 1.2333 3.5 0.8 2.1 K3 1.2500 3.4 0.8 2.0 1.2667 3.2 0.7 1.9 'K3 K3 1.2833 3.1 0.7 1.8 K3 1.3000 3.0 0.7 1.7 K3 1.3167 2.9 0.7 1.7 1.3333 2.9 0.7 1.6 'K3 K3 1.3500 2.7 0.7 1.5 K3 1.3667 2.6 0.6 1.5 K3 1.3833 2.4 0.6 1.4 K3 1.4000 2.3 0.5 1.3 K3 1.4167 2.2 0.5 1.3 K3 1.4333 2.1 0.5 1.2 1.4500 2.1 0.5 1.2 'K3 K3 1.4667 2.0 0.5 1.1 K3 1.4833 1.9 0.5 1.1 K3 1.5000 1.9 0.5 1.1 K3 1.5167 1.9 0.5 1.0 K3 1.5333 1.8 0.5 1.0 K3 1.5500 1.8 0.4 1.0 K3 1.5667 1.8 0.4 1.0 K3 1.5833 1.7 0.4 0.9 K3 1.6000 1.7 0.4 0.9 K3 1.6167 1.7 0.4 0.9 K3 1.6333 1.7 0.4 0.9 K3 1.6500 1.7 0.4 0.9 K3 1.6667 1.6 0.4 0.9 K3 1.6833 1.6 0.4 0.8 1.7000 1.6 0.4 0.8 'K3 K3 1.7167 1.6 0.4 0.8 K3 1.7333 1.6 0.4 0.8 K3 1.7500 1.6 0.4 0.8 1.7667 1.6 0.4 0.8 'K3 K3 1.7833 1.6 0.4 0.8 K3 1.8000 1.6 0.4 0.8 K3 1.8167 1.5 0.4 0.8 K3 1.8333 1.5 0.4 0.7 K3 1.8500 1.5 0.4 0.7 K3 1.8667 1.4 0.4 0.7 K3 1.8833 1.3 0.3 0.6 'K3 1.9000 1.2 0.3 0.6 K3 1.9167 1.1 0.3 0.6 K3 1.9333 1.1 0.3 0.5 K3 1.9500 1.0 0.3 0.5 K3 1.9667 1.0 0.3 0.5 K3 1.9833 1.0 0.3 0.5 K3 2.0000 0.9 0.3 0.5 K3 2.0167 0.9 0.2 0.4 K3 2.0333 0.8 0.2 0.4 K3 2.0500 0.7 0.2 0.4 'K3 K3 2.0667 2.0833 0.6 0.5 0.2 0.1 0.3 0.3 K3 2.1000 0.5 0.1 0.3 K3 2.1167 0.4 0.1 0.3 K3 2.1333 0.4 0.1 0.2 K3 2.1500 0.4 0.1 0.2 K3 2.1667 0.3 0.1 0.2 K3 2.1833 0.3 0.1 0.2 K3 2.2000 0.3 0.1 0.2 K3 2.2167 0.3 0.1 0.2 K3 2.2333 0.2 0.1 0.2 K3 2.2500 0.2 0.1 0.2 C3� ' �3 2.2667 0.2 0.0 0.1 K3 2.2833 0.2 0.0 0.1 K3 2.3000 0.2 0.0 0.1 K3 2.3167 0.2 0.0 0.1 , K3 2.3333 0.2 0.0 0.1 K3 2.3500 0.2 0.0 0.1 K3 2.3667 0.1 0.0 0.1 ' K3 2.6833 0.1 0.0 0.1 K3 2.7000 0.0 0.0 0.1 K3 2.7167 0.0 0.0 0.0 K3 3.0000 0.0 0.0 0.0 ' $ENDPROGRAM C31 ' * U.S. Environmental Protection Agency * Storm Water Management Model (SWMM) * Version 4.31 (Lahey, OSU beta) Developed by ' * Metcalf & Eddy, Inc. * University of Florida * Water Resources Engineers, Inc. ' * (Now Camp, Dresser and McKee, Inc.) * September 1970 ' Distributed and Maintained by * U.S. Environmental Protection Agency ' * Center for Exposure Assessment Modeling (CEAM)* * Athens Environmental Research Laboratory * 960 College Station Road * Athens, GA 30605-2720 ' * This is a new release of SWMM. If any * problems occur executing this model * system, contact Mr. Dermont Bouchard, * U.S. Environmental Protection Agency. ' * 706/546-3130 (voice) 706/546-3402 (BBS) * e-mail: bouchard@athens.ath.epa.gov * Or contact Wayne C. Huber at Oregon St. U.* * 503/737-4934 or huberw@ccmail.orst.edu ' * This is an implementation of EPA SWMM 4.31. * "Nature is full of infinite causes which * have never occurred in experience" da Vinci # File names by SWMM Block # '# JIN -> Input to a Block # # JOUT -> Output from a Block # ' JIN for Block # 1 File # 0 save32.prn JOUT for Block # 1 File # 0 save32.prn 9 4 it 0# ' # Scratch file names for this simulation. # ' NSCRAT # 1 File # 1 SCRTI.UF * Parameter Values on the Tapes Common Block Number of Subcatchments in the Runoff Block (NW).... 250 Number of Channel/Pipes in the Runoff Block (NG),.., 251 Ale: WJN- C-M00 r Wd loa 19i1n71 NOIA Dejcn fion fond) 3G04,,J W r. �ra,1 ov4-0f ioo.yat.- 6ve4 C 3g' Number of Runoff Water Quality Constituents (NRQ)... 10 Number of Runoff Land Uses per Subcatchment (NLU)... 5 Number of Elements in the Transport Block (NET)..... 500 Number of Storage Junctions in Transport (NTSE)..... 100 , Number of Input Hydrographs in Transport (NTH)...... 125 Number of Elements in the Extran Block (NEE)........ 500 Number of Groundwater Subcatchments in Runoff (NGW). 250 , Number of Interface locations for all Blocks (NIE).. 250 Number of Pumps in Extran (NEP)..................... 100 Number Number of Orifices in Extran (NEO).................. of Tide Gates/Free OutfaLLs in Extran (NTG).. 100 25 ' Number of Extran Weirs (NEW) ........................ 100 Number of Extran Printout Locations (NPO)........... 50 Number of Tide Elements in Extran (NTE)............. 20 Number of Natural Channels (NNC).................... 100 , Number of Storage Junctions in Extran (NVSE)........ 100 Number of Time History Data Points in Extran(NTVAL). 50 Number of Data Points for Variable Storage Elements in the Extran Block(NVST).......................... 25 ' Number of Input Hydrographs in Extran (NEH)......... 250 * Entry made to the EXTENDED TRANSPORT MODEL (EXTRAN) * * developed 1973 by Camp, Dresser and McKee (CDM) with ' * modifications 1977-1991 by the University of Florida. * Most recent update: April 1994 by CDM, Oregon * * State University, and XP Software, Inc. ' * * * "Smooth runs the water where the brook is deep." * Shakespeare, Henry VI, 11, III, 1 * . 1--------------------------------------------------------- ---------- -------- ---**** ' ENVIRONMENTAL PROTECTION AGENCY EXTENDED TRANSPORT PROGRAM WATER RESOURCES DIVISION WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC. **** ANALYSIS MODULE **** ANNANDALE, VIRGINIA ' WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT Control information for simulation ---------------------------------- Integration cycles ................. 1080 , Length of integration step is...... 10.00 seconds Simulation length .................. 3.00 ' hours Create equivalent conduits based on the COURANT condition........... 1 ' Use U.S. customary units for I/0... 0 Printing starts in cycle........... 1 ' Intermedi - Printout intervals of. 120 cycles Intermediate printout intervals of. 20.00 minutes Summary printout intervals of...... 15 cycles Summary printout time interval of.. 2.50 minutes IHot start file parameter (REDO).... 0 C3q Initial time ....................... 0.00 hours Initial date (default).......... 880101 (yr/mo/day) Iteration variables: ITMAX......... 30 ' SURTOL........ 0.0500 Default surface area of junctions.... 12.57 square feet. 'EXTRAN VERSION 3.3 SOLUTION. (ISOL = 0). Sum of Junction flow is zero during surcharge. 'NORMAL FLOW OPTION WHEN THE WATER SURFACE SLOPE IS LESS THAN THE GROUND SURFACE SLOPE (KSUPER=O).... ' NJSW INPUT HYDROGRAPH JUNCTIONS.... 3 Printed output for the following 7 Junctions 30001 30002 30062 30061 Printed output for the following 5 Conduits 30004 30005 30060 ' 1001 1002 1003 1004 1005 1-------------------------------------------------------------------------------- 'ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC. **** ANALYSIS MODULE **** ANNANDALE, VIRGINIA I WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT * Conduit Data INP CONDUIT LENGTH CONDUIT AREA MANNING MAX WIDTH DEPTH JUNCTIONS INVERT HEIGHT TRAPEZOID NUM NUMBER (FT) CLASS (SQ FT) COEF. (FT) (FT) AT THE ENDS ABOVE JUNCTIONS SIDE SLOPES ---- 1 ------ 1001 ---------------------- ---------------- 46. CIRCULAR 1.23 0.01700 1.25 ----- 1.25 ------- 30002 ------- --------------- 30001 ----- ----- 2 1002 51. CIRCULAR 4.91 0.02200 2.50 2.50 30061 30062 3 1003 38. CIRCULAR 1.77 0.01700 1.50 1.50 30004 30061 0.00 0.10 '4 1004 103. CIRCULAR 1.77 0.01100 1.50 1.50 30005 30004 0.00 0.10 5 1005 84. CIRCULAR 1.77 0.01900 1.50 1.50 30060 30005 0.00 0.10 WARNING !!! (C*DELT/LEN) IN CONDUIT 1001 IS 1.4 AT FULL DEPTH. THE NEW EQUIVALENT LENGTH/ROUGHNESS/RATIO FOR CONDUIT 1001 IS 63.4 / 0.0144283 / 1.0 WARNING !!! (C*DELT/LEN) IN CONDUIT 1002 IS 1.8 AT FULL DEPTH. > THE NEW EQUIVALENT LENGTH/ROUGHNESS/RATIO FOR CONDUIT 1002 IS 89.7 / 0.0166191 / 1.0 WARNING !!! (C*DELT/LEN) IN CONDUIT 1003 IS 1.8 AT FULL DEPTH. THE NEW EQUIVALENT LENGTH/ROUGHNESS/RATIO FOR CONDUIT 1003 IS 69.5 / 0.0125042 / 1.0 * Equivalent Conduit Volume Analysis Input full depth volume............ 7.0272E+02 cubic feet New full depth volume.......... 9.6996E+02 cubic feet New volume / OLd volume ratio...... 1.3803 -------------------------------------------------------------------------------- ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WATER RESOURCES DIVISION WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC. , **** ANALYSIS MODULE **** ANNANDALE, VIRGINIA WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT ' * Junction Data INP JUNCTION GROUND CROWN INVERT OINST INITIAL CONNECTING CONDUITS ' NUM NUMBER ELEV. ELEV. ELEV. CFS DEPTH(FT) ------------------- --- 1 ------ 30001 ------- 4941.00 ------- 4936.25 ------ 4935.00 ------- 0.00 --------- 0.00 1001 2 30002 4942.00 4936.43 4935.18 0.00 0.00 ' 1001 3 30062 4942.00 4937.68 4935.18 0.00 0.00 1002 4 30061 4941.90 4939.00 4936.50 0.00 0.00 1002 1003 5 30004 4942.60 4938.56 4936.96 0.00 0.00 ' 1003 1004 6 30005 4944.20 4939.65 4938.05 0.00 0.00 1004 1005 7 30060 4944.00 4940.50 4939.00 0.00 0.00 1005 1--------------------------------------------,r,r----------------------------------,►,►,►,r ENVIRONMENTAL PROTECTION AGENCY EXTENDED TRANSPORT PROGRAM WATER RESOURCES DIVISION ' WASHINGTON, D.C. **** **** CAMP DRESSER & MCKEE INC. **** ANALYSIS MODULE **** ANNANDALE, VIRGINIA , WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT * STORAGE JUNCTION DATA SUMMARY * , MAXIMUM OR PEAK OR CROWN STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION ' NUMBER OR NAME TYPE AREA (FT2) (CUBIC FEET) (FT) --------- -------------- 30062 -------- VARIABLE ---------------- 20298.96 --------------- 88635.45 4942.000 30060 VARIABLE 34935.12 78277.32 4944.000 ' * ORIFICE DATA FROM TO AREA DISCHARGE HEIGHT ABOVE JUNCTION JUNCTION TYPE (FT2) COEFFICIENT JUNCTION (FT) -------- -------- ---- ----- ------------------------ 30062 30002 1 0.79 0.620 0.000 ' EQUIVALENT PIPE INFORMATION FOR ORIFICE # 1 CONDUIT NUMBER .......................... 90006 PIFF.:AMETER........................ 1.00 ' P: lGTH.......................... 200.00 MAk-, -�]S ROUGHNESS.......... .... 0.0084 Ii4 ERT ELEVATION AT UPSTREAM END..... 4935.1802 INVERT ELEVATION AT DOWNSTREAM END... 4935.1704 ' 1 ' * FREE OUTFALL DATA (DATA GROUP I1) * BOUNDARY CONDITION ON DATA GROUP 11 OUTFALL AT JUNCTION.... 30001 HAS BOUNDARY CONDITION NUMBER... 1 ' 1--------------------------------------------****--------------------------------**** ENVIRONMENTAL PROTECTION AGENCY EXTENDED TRANSPORT PROGRAM WASHINGTON, D.C. **** **** **** ANALYSIS MODULE **** WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT ************************************************** '* INTERNAL CONNECTIVITY INFORMATION ************************************************** CONDUIT JUNCTION JUNCTION 90006 30062 30002 90007 30001 0 ' 1 ***************************************************** * BOUNDARY CONDITON INFORMATION * DATA GROUPS J1-J4 ' BC NUMBER.. 1 CONTROL WATER SURFACE ELEVATION IS.. 4936.30 FEET. 1-------------------------------------------------------------------------------- ' ENVIRONMENTAL PROTECTION AGENCY **** EXTENDED TRANSPORT PROGRAM **** WASHINGTON, D.C. **** **** **** ANALYSIS MODULE **** ' WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT * INITIAL MODEL CONDITION * INITIAL TIME = 0.00 HOURS ' JUNCTION / DEPTH / ELEVATION =__> "*" JUNCTION IS SURCHARGED. 30001/ 0.00 / 4935.00 30002/ 0.00 / 4935.18 30062/ 0.00 / 4935.18 ' 30061/ 0.00 / 4936.50 30004/ 0.00 / 4936.96 30005/ 0.00 / 4938.05 30060/ 0.00 / 4939.00 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 0.00 1002/ 0.00 1003/ 0.00 ' 1005/ 0.00 90006/ 0.00 90007/ 0.00 CONDUIT/ VELOCITY ' 1001/ 0.00 1002/ 0.00 1003/ 0.00 1005/ 0.00 90006/ 0.00 CONDUIT/ CROSS SECTIONAL AREA ' 1001/ 0.00 1002/ 0.00 1003/ 0.00 1005/ 0.00 90006/ 0.00 CONDUIT/ HYDRAULIC RADIUS 1004/ 0.00 1004/ 0.00 1004/ 0.00 WATER RESOURCES DIVISION CAMP DRESSER & MCKEE INC. ANNANDALE, VIRGINIA WATER RESOURCES DIVISION CAMP DRESSER & MCKEE INC. ANNANDALE, VIRGINIA CqI c�a 11001/ 0.00 1002/ 0.00 1003/ 0.00 1004/ 0.00 1005/ 0.00 90006/ 0.01 CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION ' 1001/ 4935.00/ 4935.00 1002/ 4935.18/ 4935.18 1003/ 4936.50/ 4936.50 1004/ 4936.96/ 4936.96 1005/ 4938.05/ 4938.05 90006/ 4935.18/ 4935.18 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 1 System inflows (data group K3) at 0.00 hours ( Junction / Inflow,cfs ) 30060/ 0.00E+00 30061/ 0.00E+00 30062/ 0.00E+00 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.13 hours ( Junction / Inflow,cfs ) 30060/ 0.00E+00 30061/ 0.00E+00 30062/ 0.00E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.15 hours ( Junction / Inflow,cfs ) 1 30060/ 1.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## 1 ===> System inflows (data group K3) at 0.17 hours ( Junction / Inflow,cfs ) 30060/ 6.00E-01 30061/ 2.00E-01 30062/ 3.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 10.18 hours ( Junction / Inflow,cfs ) 30060/ 1.60E+00 30061/ 5.00E-01 30062/ 8.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.20 hours ( Junction / Inflow,cfs ) 30060/ 3.00E+00 30061/ 9.00E-01 30062/ 1.40E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.22 hours ( Junction / Inflow,cfs ) 30060/ 4.20E+00 30061/ 1.30E+00 30062/ 1.90E+00 1 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 0.23 hours ( Junction / Inflow,cfs ) 30060/ 5.30E+00 30061/ 1.60E+00 30062/ 2.30E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.25 hours ( Junction / Inflow,cfs ) 30060/ 6.10E+00 30061/ 1.80E+00 30062/ 2.50E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.27 hours ( Junction / Inflow,cfs ) 30060/ 6.80E+00 30061/ 2.10E+00 30062/ 2.70E+00 ' ######################################## ######################################## ===> System inflows (data group K3) at 0.28 hours ( Junction / Inflow,cfs ) 300., .60E+00 30061/ 2.30E+00 30062/ 3.00E+00 ####>################################# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 0.30 hours ( Junction / Inflow,cfs ) 30060/ 8.20E+00 30061/ 2.50E+00 30062/ 3.10E+00 # 9 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## e43 System inflows (data group K3) at 0.32 hours ( Junction / Inflow,cfs ) L' 30060/ 8.50E+00 30061/ 2.60E+00 30062/ 3.20E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.33 hours ( Junction / Inflow,cfs ) 30060/ 8.80E+00 30061/ 2.70E+00 30062/ 3.30E+00 ######################################## ######################################## System inflows (data group K3) at 0.35 hours ( Junction / Inflow,cfs ) 30060/ 1.02E+01 30061/ 3.10E+00 30062/ 3.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # CYCLE 120 TIME 0 HRS - 20.00 MIN JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION'IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 1.12 / 4936.30 30062/ 1.15 / 4936.33 30061/ 0.80 / 4937.30 30004/ 0.99 / 4937.95 30005/ 0.74 / 4938.79 30060/ 1.10 / 4940.10 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. ' 1001/ -0.84 1002/ 8.49* 1003/ 5.94 1004/ 5.91* 1005/ 5.98 90006/ -0.82 90007/ -0.84 ######################################## System inflows (data group K3) at 0.37 hours ( Junction / Inflow,cfs ) '30060/ 1.26E+01 30061/ 3.80E+00 30062/ 4.80E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.38 hours ( Junction / Inflow,cfs ) 30060/ 1.42E+01 30061/ 4.30E+00 30062/ 5.40E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.40 hours ( Junction / Inflow,cfs ) 30060/ 1.54E+01 30061/ 4.70E+00 30062/ 5.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.42 hours ( Junction / Inflow,cfs ) '30060/ 1.63E+01 30061/ 5.00E+00 30062/ 6.20E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.43 hours ( Junction / Inflow,cfs ) 30060/ 1.98E+01 30061/ 6.00E+00 30062/ 7.70E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 0.45 hours ( Junction / Inflow,cfs ) '30060/ 2.51E+01 30061/ 7.50E+00 30062/ 1.01E+01 ######################################## ######################################## ===> System inflows (data group K3) at 0.47 hours ( Junction / Inflow,cfs ) 30060/ 2.87E+01 30061/ 8.50E+00 30062/ 1.16E+01 ######################################## ######################################## System inflows (data group K3) at 0.48 hours ( Junction / Inflow,cfs ) 30060/ 3.13E+01 30061/ 9.20E+00 30062/ 1.27E+01 ######################################## CAW ######################################## - ___> System inflows (data group K3) at 0.50 hours ( Junction / Inflow,cfs ) 30060/ 3.32E+01 30061/ 9.60E+00 30062/ 1.36E+01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # . ===> System inflows (data group K3) at 0.52 hours ( Junction / Inflow,cfs ) 30060/ 4.12E+01 30061/ 1.17E+01 30062/ 1.74E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.53 hours ( Junction / Inflow,cfs ) 30060/ 5.32E+01 30061/ 1.50E+01 30062/ 2.29E+01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## System inflows (data group K3) at 0.55 hours ( Junction / Inflow,cfs ) 30060/ 6.04E+01 30061/ 1.68E+01 30062/ 2.61E+01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.57 hours ( Junction / Inflow,cfs ) 30060/ 6.48E+01 30061/ 1.77E+01 30062/ 2.83E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.58 hours ( Junction / Inflow,cfs ) 30060/ 6.79E+01 30061/ 1.82E+01 30062/ 3.01E+01 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.60 hours ( Junction / Inflow,cfs ) 30060/ 6.01E+01 30061/ 1.56E+01 30062/ 2.71E+01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.62 hours ( Junction / Inflow,cfs ) 30060/ 4.77E+01 30061/ 1.18E+01 30062/ 2.22E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.63 hours ( Junction / Inflow,cfs ) 30060/ 4.18E+01 30061/ 1.00E+01 30062/ 2.03E+01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.65 hours ( Junction / Inflow,cfs ) , 30060/ 3.86E+01 30061/ 9.00E+00 30062/ 1.93E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.67 hours ( Junction / Inflow,cfs ) 30060/ 3.67E+01 30061/ 8.50E+00 30062/ 1.87E+01 CYCLE 240 TIME 0 HRS - 40.00 MIN JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. ' 30001/ 1.30 / 4936.30 30002/ 1.80*/ 4936.98 30062/ 4.22 / 4939.40 30061/ 3.17*/ 4939.67 30004/ 3.24*/ 4940.20 30005/ 2.76*/ 4940.81 30060/ 3.32 / 4942.32 CONDUIT/ FLOW ===> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 6.03 1002/ 17.85 1003/ 9.53 1004/ 9.62 1005/ 9.69 90006/ 6.04 900071 6.03 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 0.68 hours ( Junction / Inflow,cfs ) 30060/ 3.31E+01 30061/ 7.50E+00 30062/ 1.72E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.70 hours ( Junction / Inflow,cfs ) 30060/ 2.86E+01 30061/ 6.40E+00 30062/ 1.52E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.72 hours ( Junction / Inflow,cfs ) 30060/ 2.59E+01 30061/ 5.70E+00 30062/ 1.40E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.73 hours ( Junction / Inflow,cfs ) 30060/ 2.40E+01 30061/ 5.20E+00 30062/ 1.32E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.75 hours ( Junction / Inflow,cfs ) 30060/ 2.27E+01 30061/ 5.00E+00 30062/ 1.26E+01 ######################################## ___> System inflows (data group K3) at # 0.77 hours ( Junction / Inflow,cfs ) 30060/ 2.10E+01 30061/ 4.60E+00 30062/ 1.17E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.78 hours ( Junction / Inflow,cfs ) r30060/ 1.91E+01 30061/ 4.10E+00 30062/ 1.07E+01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.80 hours ( Junction / Inflow,cfs ) 30060/ 1.77E+01 30061/ 3.80E+00 30062/ 1.00E+01 ######################################## ___> System inflows (data group K3) at # 0.82 hours ( Junction / Inflow,cfs ) 30060/ 1.67E+01 30061/ 3.60E+00 30062/ 9.50E+00 ######################################## ######################################## System inflows (data group K3) at 0.83 hours ( Junction / Inflow,cfs ) ' 30060/ 1.60E+01 30061/ 3.50E+00 30062/ 9.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.85 hours ( Junction / Inflow,cfs ) 30060/ 1.50E+01 30061/ 3.30E+00 30062/ 8.50E+00 ######################################## ######################################## System inflows (data group K3) at 0.87 hours ( Junction / Inflow,cfs ) '30060/ 1.38E+01 30061/ 3.00E+00 30062/ 7.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.88 hours ( Junction / Inflow,cfs ) 30060/ 1.30E+01 30061/ 2.80E+00 30062/ 7.50E+00 ######################################## '######################################## NP System inflows (data group K3) at 0.90 hours ( Junction / Inflow,cfs ) 30060/ 1.23E+01 30061/ 2.70E+00 30062/ 7.10E+00 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.92 hours ( Junction / Inflow,cfs ) 30060/ 1.19E+01 30061/ 2.60E+00 30062/ 6.80E+00 System inflows (data group K3) at 0.93 hours ( Junction / Inflow,cfs ) 30060/ 1.11E+01 30061/ 2.40E+00 30062/ 6.40E+00 ######################################## System inflows (data group K3) at 0.95 hours ( Junction / Inflow,cfs ) 30060/ 1.01E+01 30061/ 2.20E+00 30062/ 5.90E+00 ######################################## ######################################## System inflows (data group K3) at 0.97 hours ( Junction / Inflow,cfs ) 30060/ 9.40E+00 30061/ 2.10E+00 30062/ 5.50E+00 , ######################################## System inflows (data group K3) at 0.98 hours ( Junction / Inflow,cfs ) 30060/ 8.90E+00 30061/ 1.90E+00 30062/ 5.20E+00 ######################################## ######################################## System inflows (data group K3) at 1.00 hours ( Junction / Inflow,cfs ) 30060/ 8.50E+00 30061/ 1.90E+00 30062/ 4.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # CYCLE 360 TIME 1 HRS - 0.00 MIN , JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 2.07*/ 4937.25 30062/ 5.41 / 4940.59 30061/ 4.19*/ 4940.69 30004/ 4.15*/ 4941.11 30005/ 3.54*/ 4941.59 .30060/ 3.78 / 4942.78 ' CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 7.13 1002/ 10.38 1003/ 8.53 1004/ 8.55 ' 1005/ 8.56 90006/ 7.13 90007/ 7.13 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.02 hours ( Junction / Inflow,cfs ) ' 30060/ 7.90E+00 30061/ 1.70E+00 30062/ 4.60E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.03 hours ( Junction / Inflow,cfs ) 30060/ 7.20E+00 30061/ 1.60E+00 30062/ 4.20E+00 ######################################## System inflows (data group K3) at 1.05 hours ( Junction / Inflow,cfs ) 30060/ 6.70E+00 30061/ 1.50E+00 30062/ 3.90E+00 , ######################################## ######################################## System inflows (data group K3) at 1.07 hours ( Junction / Inflow,cfs ) 30060/ 6.30E+00 30061/ 1.40E+00 30062/ 3.70E+00 ######################################## ######################################## I===> System inflows (data group K3) at 1.08 hours ( Junction / Inflow,cfs ) NI '30060/ 6.00E+00 30061/ 1.30E+00 30062/ 3.50E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.10 hours ( Junction / Inflow,cfs ) 30060/ 5.60E+00 30061/ 1.20E+00 30062/ 3.30E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.12 hours ( Junction / Inflow,cfs ) 30060/ 5.20E+00 30061/ 1.20E+00 30062/ 3.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.13 hours ( Junction / Inflow,cfs ) '30060/ 4.90E+00 30061/ 1.10E+00 30062/ 2.90E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.15 hours ( Junction / Inflow,cfs ) 30060/ 4.70E+00 30061/ 1.00E+00 30062/ 2.70E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.17 hours ( Junction / Inflow,cfs ) 30060/ 4.50E+00 30061/ 1.00E+00 30062/ 2.60E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 1.18 hours ( Junction / Inflow,cfs ) '30060/ 4.20E+00 30061/ 1.00E+00 30062/ 2.50E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## System inflows (data group K3) at 1.20 hours ( Junction / Inflow,cfs ) ' 30060/ 3.90E+00 30061/ 9.00E-01 30062/ 2.30E+00 ######################################## System inflows (data group K3) at 1.22 hours ( Junction / Inflow,cfs ) 30060/ 3.70E+00 30061/ 8.00E-01 30062/ 2.20E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.23 hours ( Junction / Inflow,cfs ) '30060/ 3.50E+00 30061/ 8.00E-01 30062/ 2.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.25 hours ( Junction / Inflow,cfs ) 30060/ 3.40E+00 30061/ 8.00E-01 30062/ 2.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.27 hours ( Junction / Inflow,cfs ) 30060/ 3.20E+00 30061/ 7.00E-01 30062/ 1.90E+00 ######################################## ===> System inflows (data group K3) at 1.28 hours ( Junction / Inflow,cfs ) 30060/ 3.10E+00 30061/ 7.00E-01 30062/ 1.80E+00 ######################################## ######################################## System inflows (data group K3) at 1.30 hours ( Junction / Inflow,cfs ) Cy8 ' 30060/ 3.00E+00 30061/ 7.00E-01 30062/ 1.70E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.32 hours ( Junction / Inflow,cfs ) 30060/ 2.90E+00 30061/ 7.00E-01 30062/ 1.70E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.33 hours ( Junction / Inflow,cfs ) 30060/ 2.90E+00 30061/ 7.00E-01 30062/ 1.60E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # , System inflows (data group K3) at 1.35 hours ( Junction / Inflow,cfs ) 30060/ 2.70E+00 30061/ 7.00E-01 30062/ 1.50E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' CYCLE 480 TIME 1 HRS - 20.00 MIN JUNCTION / DEPTH / ELEVATION =__> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 2.14*/ 4937.32 30062/ 5.70 / 4940.89 30061/ 4.44*/ 4940.94 30004/ 4.32*/ 4941.28 30005/ 3.62*/ 4941.67 30060/ 3.61 / 4942.61 , CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 7.38 1002/ 8.31 1003/ 7.62 1004/ 7.63 1005/ 7.62 90006/ 7.37 90007/ 7.38 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 1.37 hours ( Junction / Inflow,cfs ) 30060/ 2.60E+00 30061/ 6.00E-01 30062/ 1.50E+00 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.38 hours ( Junction / Inflow,cfs ) , 30060/ 2.40E+00 30061/ 6.00E-01 30062/ 1.40E+00 System inflows (data group K3) at 1.40 hours ( Junction / Inflow,cfs ) 30060/ 2.30E+00 30061/ 5.00E-01 30062/ 1.30E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.42 hours ( Junction / Inflow,cfs ) 30060/ 2.20E+00 30061/ 5.00E-01 30062/ 1.30E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.43 hours ( Junction / Inflow,cfs ) ' 30060/ 2.10E+00 30061/ 5.00E-01 30062/ 1.20E+00 ######################################## ######################################## I ===> System inflows (data group K3) at 1.45 hours ( Junction / Inflow,cfs ) 30060/ 2.10E+00 30061/ 5.00E-01 30062/ 1.20E+00 ######################################## ######################################## System inflows (data group K3) at 1.47 hours ( Junction / Inflow,cfs ) 30060/ 2.00E+00 30061/ 5.00E-01 30062/ 1.10E+00 ######################################## ######################################## ___> System inflows (data group K3) at 1.48 hours ( Junction / Inflow,cfs ) eqi 30060/ 1.90E+00 30061/ 5.00E-01 30062/ 1.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 1.50 hours ( Junction / Inflow,cfs ) '30060/ 1.90E+00 30061/ 5.00E-01 30062/ 1.10E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.52 hours ( Junction / Inflow,cfs ) 30060/ 1.90E+00 30061/ 5.00E-01 30062/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.53 hours ( Junction / Inflow,cfs ) 30060/ 1.80E+00 30061/ 5.00E-01 30062/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 1.55 hours ( Junction / Inflow,cfs ) '30060/ 1.80E+00 30061/ 4.00E-01 30062/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.57 hours ( Junction / Inflow,cfs.) 30060/ 1.80E+00 30061/ 4.00E-01 30062/ 1.00E+00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.58 hours ( Junction / Inflow,cfs ) 30060/ 1.70E+00 30061/ 4.00E-01 30062/ 9.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 1.60 hours ( Junction / Inflow,cfs ) '30060/ 1.70E+00 30061/ 4.00E-01 30062/ 9.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # > System inflows (data group K3) at 1.62 hours ( Junction / Inflow,cfs ) 30060/ 1.70E+00 30061/ 4.00E-01 30062/ 9.00E-01 System inflows (data group K3) at 1.63 hours ( Junction / Inflow,cfs ) 30060/ 1.70E+00 30061/ 4.00E-01 30062/ 9.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.65 hours ( Junction / Inflow,cfs ) '30060/ 1.70E+00 30061/ 4.00E-01 30062/ 9.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # > System inflows (data group K3) at 1.67 hours ( Junction / Inflow,cfs ) ' 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 9.00E-01 ' CYCLE 600 TIME 1 HRS - 40.00 MIN JUNCTION / DEPTH / ELEVATION ' ___> "*" JUNCTION IS SURCHARGE,). ' 30001/ 1.30 / 4936.30 30002/ 2.16*/ 4937.34 30062/ 5.79 / 4940.97 30061/ 4.51*/ 4941.01 30004/ 4.32*/ 4941.28 30005/ 3.53*/ 4941.58 30060/ 3.33 / 4942.33 11*11 650 ' CONDUIT/ FLOW ===> CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 7.44 1002/ 7.17 1003/ 6.78 1004/ 6.78 1005/ 6.78 90006/ 7.44 90007/ 7.44 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 1.68 hours ( Junction / Inflow,cfs ) 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 8.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.70 hours ( Junction / Inflow,cfs ) ' 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 8.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.72 hours ( Junction / Inflow,cfs ) 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 8.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.73 hours ( Junction / Inflow,cfs ) 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 8.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.75 hours ( Junction / Inflow,cfs ) , 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 8.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.77 hours ( Junction / Inflow,cfs ) 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 8.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.78 hours ( Junction / Inflow,cfs ) 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 8.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.80 hours ( Junction / Inflow,cfs ) 30060/ 1.60E+00 30061/ 4.00E-01 30062/ 8.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.82 hours ( Junction / Inflow,cfs ) 30060/ 1.50E+00 30061/ 4.00E-01 30062/ 8.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.83 hours ( Junction / Inflow,cfs ) 30060/ 1.50E+00 30061/ 4.00E-01 30062/ 7.00E-01 , # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 1.85 hours ( Junction / Inflow,cfs ) ' 30060/ 1.50E+00 30061/ 4.00E-01 30062/ 7.00E-01 ######################################## System inflows (data group K3) at 1.87 hours ( Junction / Inflow,cfs ) 30060/ 1.40E+00 30061/ 4.00E-01 30062/ 7.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ___> System inflows (data group K3) at 1.88 hours ( Junction / Inflow,cfs ) ' 30060/ 1.30E+00 30061/ 3.00E-01 30062/ 6.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # 651 System inflows (data group K3) at 1.90 hours ( Junction / Inflow,cfs ) 30060/ 1.20E+00 30061/ 3.00E-01 30062/ 6.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 1.92 hours ( Junction / Inflow,cfs ) '30060/ 1.10E+00 30061/ 3.00E-01 30062/ 6.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' > System inflows (data group K3) at 1.93 hours ( Junction / Inflow,cfs ) 30060/ 1.10E+00 30061/ 3.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # � i System inflows (data group K3) at 1.95 hours ( Junction / Inflow,cfs ) 30060/ 1.00E+00 30061/ 3.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 1.97 hours ( Junction / Inflow,cfs ) 30060/ 1.00E+00 30061/ 3.00E-01 30062/ 5.00E-01 ######################################## ######################################## System inflows (data group K3) at 1.98 hours ( Junction / Inflow,cfs ) 30060/ 1.00E+00 30061/ 3.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.00 hours ( Junction / Inflow,cfs ) 30060/ 9.00E-01 30061/ 3.00E-01 30062/ 5.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # CYCLE 720 TIME 2 HRS - 0.00 MIN JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 2.16*/ 4937.34 30062/ 5.79 / 4940.97 30061/ 4.50*/ 4941.00 30004/ 4.25*/ 4941.21 30005/ 3.40*/ 4941.45 30060/ 3.04 / 4942.04 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 7.44 1002/ 6.34 1003/ 6.02 1004/ 6.02 1005/ 6.02 90006/ 7.44 90007/ 7.44 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.02 hours ( Junction / Inflow,cfs ) 30060/ 9.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.03 hours ( Junction / Inflow,cfs ) 30060/ 8.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.05 hours ( Junction / Inflow,cfs ) 30060/ 7.00E-01 30061/ 2.00E-01 30062/ 4.00E-01 ######################################## ===> System inflows (data group K3) at 2.07 hours ( Junction / Inflow,cfs ) Csa 30060/ 6.00E-01 30061/ 2.00E-01 30062/ 3.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.08 hours ( Junction / Inflow,cfs ) 30060/ 5.00E-01 30061/ 1.00E-01 30062/ 3.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.10 hours ( Junction / Inflow,cfs ) 30060/ 5.00E-01 30061/ 1.00E-01 30062/ 3.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.12 hours ( Junction / Inflow,cfs ) ' 30060/ 4.00E-01 30061/ 1.00E-01 30062/ 3.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.13 hours ( Junction / Inflow,cfs ) 30060/ 4.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.15 hours ( Junction / Inflow,cfs ) 30060/ 4.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.17 hours ( Junction / Inflow,cfs ) ' 30060/ 3.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 System inflows (data group K3) at 2.18 hours ( Junction / I nflow,cfs ) 30060/ 3.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.20 hours ( Junction / Inflow,cfs ) 30060/ 3.00E-01 30061/ 1..00E-01 30062/ 2.00E-01 ' # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.22 hours ( Junction / Inflow,cfs ) ' 30060/ 3.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.23 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 ' ######################################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ===> System inflows (data group K3) at 2.25 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 1.00E-01 30062/ 2.00E-01 ######################################## ######################################## System inflows (data group K3) at 2.27 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 ######################################## ######################################## System inflows (data group K3) at 2.28 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 , C0 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ######################################## ' > System inflows (data group K3) at 2.30 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.32 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.33 hours ( Junction / Inflow,cfs ) '30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.35 hours ( Junction / Inflow,cfs ) 30060/ 2.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' CYCLE 840 TIME 2 IRS - 20.00 MIN JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. ' 30001/ 1.30 / 4936.30 30002/ 2.14*/ 4937.32 30062/ 5.70 / 4940.88 30061/ 4.41*/ 4940.91 30004/ 4.11*/ 4941.07 30005/ 3.21*/ 4941.26 30060/ 2.71 / 4941.71 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 7.38 1002/ 5.33 1003/ 5.32 1004/ 5.32 1005/ 5.30 90006/ 7.38 90007/ 7.38 System inflows (data group K3) at 2.37 hours ( Junction / Inflow,cfs ) 30060/ 1.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.68 hours ( Junction / Inflow,cfs ) '30060/ 1.00E-01 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' CYCLE 960 TIME 2 IRS - 40.00 MIN JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 2.11*/ 4937.29 30062/ 5.57 / 4940.75 30061/ 4.27*/ 4940.77 30004/ 3.93*/ 4940.89 30005/ 2.98*/ 4941.03 30060/ 2.38 / 4941.38 CONDUIT/ FLOW ===> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 7.27 1002/ 4.66 1003/ 4.65 1004/ 4.64 1005/ 4.62 90006/ 7.27 90007/ 7.27 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ' > System inflows (data group K3) at 2.70 hours ( Junction / Inflow,cfs ) 30060/ 0.00E+00 30061/ 0.00E+00 30062/ 1.00E-01 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 2.72 hours ( Junction / Inflow,cfs ) 30060/ 0.00E+00 30061/ 0.00E+00 30062/ 0.00E+00 ######################################## ===> System inflows (data group K3) at 3.00 hours ( Junction / Inflow,cfs ) 30060/ 0.00E+00 30061/ 0.00E+00 30062/ 0.00E+00 CYCLE 1080 TIME 3 HRS - 0.00 MIN , JUNCTION / DEPTH / ELEVATION ===> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 2.07*/ 4937.25 30062/ 5.39 / 4940.57 , 30061/ 4.08*/ 4940.58 30004/ 3.71*/ 4940.67 30005/ 2.73*/ 4940.78 30060/ 2.04 / 4941.04 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. ' 1001/ 7.12 1002/ 4.06 1003/ 4.02 1004/ 4.02 1005/ 4.00 90006/ 7.12 90007/ 7.12 * FINAL MODEL CONDITION * FINAL TIME = 3.00 HOURS JUNCTION / DEPTH / ELEVATION =__> "*" JUNCTION IS SURCHARGED. 30001/ 1.30 / 4936.30 30002/ 2.07*/ 4937.25 30062/ 5.39 / 4940.57 30061/ 4.08*/ 4940.58 30004/ 3.71*/ 4940.67 30005/ 2.73*/ 4940.78 ' 30060/ 2.04 / 4941.04 CONDUIT/ FLOW =__> "*" CONDUIT USES THE NORMAL FLOW OPTION. 1001/ 7.12 1002/ 4.06 1003/ 4.02 1004/ 4.02 ' 1005/ 4.00 90006/ 7.12 90007/ 7.12 CONDUIT/ VELOCITY 1001/ 5.80 1002/ 0.83 1003/ 2.28 1004/ 2.27 ' 1005/ 2.26 90006/ 9.06 CONDUIT/ CROSS SECTIONAL AREA , 1001/ 1.23 1002/ 4.91 1003/ 1.77 1004/ 1.77 1005/ 1.77 90006/ 0.79 CONDUIT/ FINAL VOLUME 1001/ 77.86 1002/ 440.42 1003/ 122.81 1004/ 181.13 1005/ 147.73 90006/ 157.00 CONDUIT/ HYDRAULIC RADIUS , 1001/ 0.31 1002/ 0.63 1003/ 0.38 1004/ 0.38 1005/ 0.38 90006/ 0.25 CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION ' 1001/ 4937.25/ 4936.30 1002/ 4940.58/ 4940.57 1003/ 4940.67/ 4940.58 1004/ 4940.78/ 4940.67 1005/ 4941.04/ 4940.78 90006/ 4940.57/ 4937.25 # # Surcharge Iteration Summary Maximum number of iterations in a time step..... 5 ' Total number of iterations in the simulation.... 2189 Average number of iterations per time step...... 2.03 Surcharge iterations during the simulation...... 29 _ Maximum surcharge flow error during simulation.. 5.48E-01 cfs Total number of time steps during simulation.... 1080 * CONDUIT COURANT CONDITION SUMMARY * TIME IN MINUTES DELT > COURANT TIME STEP * ' '******************.*..* * SEE BELOW FOR EXPLANATION OF COURANT TIME STEP. ................................................... CONDUIT # TIME(MN) CONDUIT # TIME(MN) CONDUIT # TIME(MN) CONDUIT # TIME(MN) ----------------- ----------------- --------- -------- --------- -------- ' 1001 179.67 1002 165.17 1003 166.50 1004 163.83 1005 165.17 90006 137.50 1 * CONDUIT COURANT CONDITION SUMMARY ..............................*................. * COURANT = CONDUIT LENGTH ' * TIME STEP = -------------------------------- VELOCITY + SQRT(GRVT*AREA/WIDTH) ................................................ '* AVERAGE COURANT CONDITION TIME STEP(SECONDS) ................................................ CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) CONDUIT # TIME(SEC) 1001 5.15 1002 6.71 1003 5.58 1004 9.31 1005 7.42 90006 11.41 * EXTRAN CONTINUITY BALANCE AT THE LAST TIME STEP * .................................................. * JUNCTION INFLOW, OUTFLOW OR STREET FLOODING JUNCTION INFLOW, FT3 -------- ------------ ' 30062 3.7470E+04 30061 1.9698E+04 30060 7.7310E+04 ' JUNCTION OUTFLOW,FT3 - 30001 6.3294E+04 * INITIAL SYSTEM VOLUME 3.0775E-01 CU FT * * TOTAL SYSTEM INFLOW VOLUME = 1.3448E+05 CU FT * INFLOW + INITIAL VOLUME = 1.3448E+05 CU FT * '* ..*.................................................... * TOTAL SYSTEM OUTFLOW = 6.3294E+04 CU FT * VOLUME LEFT IN SYSTEM = 7.1636E+04 CU FT OUTFLOW + FINAL VOLUME = 1.3493E+05 CU FT '* ....................................................... * ERROR IN CONTINUITY, PERCENT = -0.34 ....................................................... 1 ' # T i m e Hi story of the H. G. L. ( Feet)# I WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT 65` Junction: 30001 Junction: 30002 Junction: 30062 Junction: 30061 Junction: 30004 30001 Time Ground: Hr:Mn:Sc Elevation -------- --------- Boa 4941.00 Ground: Depth Elevation ----- --------- 4942.00 Ground: 4942.00 Ground: Depth Elevation Depth Elevation -------------- -------------- 300041 4941.90 Ground: 4942.60 Depth Elevation Depth -------------- ----- N' 0: 2:30 4936.30 1.30 4936.30 1.07 4935.30 0.10 4936.50 0.00 4937.00 0.00 0: 5: 0 4936.30 1.30 4936.30 1.08 4935.40 0.20 4936.50 0.00 4937.00 0.00 0: 7:30 4936.30 1.30 4936.30 1.08 4935.50 0.28 4936.50 0.00 4937.00 0.00 0:10: 0 4936.30 1.30 4936.20 1.07 4935.50 0.36 4936.60 0.08 4937.00 0.00 0:12:30 4936.30 1.30 4936.20 1.05 4935.70 0.48 4936.80 0.34 4937.20 0.28 0:15: 0 4936.30 1.30 4936.20 1.04 4935.90 0.68 4937.10 0.57 4937.60 0.62 0:17:30 4936.30 1.30 4936.20 1.06 4936.10 0.91 4937.20 0.72 4937.80 0.82 0:20: 0 4936.30 1.30 4936.30 1.12 4936.30 1.15 4937.30 0.80 4937.90 0.99 0:22:30 4936.30 1.30 4936.30 1.17 4936.60 1.38 4937.40 0.91 4938.10 1.11 0:25: 0 4936.30 1.30 4936.40 1.23 4936.80 1.63 4937.50 0.99 4938.20 1.24 0:27:30 4936.30 1.30 4936.50 1.29 4937.10 1.91 4937.60 1.14 4938.30 1.36 0:30: 0 4936.30 1.30 4936.60 1.37 4937.50 2.27 4937.70 1.23 4938.40 1.45 0:32:30 4936.30 1.30 4936.70 1.48 4937.90 2.75 4938.20 1.66 4938.60 1.60 0:35: 0 4936.30 1.30 4936.80 1.61 4938.50 3.36 4938.10 1.61 4939.20 2.27 0:37:30 4936.30 1.30 4936.90 1.73 4939.00 3.86 4939.40 2.90 4939.90 2.97 0:40: 0 4936.30 1.30 4937.00 1.80 4939.40 4.22 4939.70 3.17 4940.20 3.24 0:42:30 4936.30 1.30 4937.00 1.87 4939.70 4.49 4939.90 3.38 4940.40 3.43 0:45: 0 4936.30 1.30 4937.10 1.92 4939.90 4.71 4940.10 3.56 4940.60 3.61 0:47:30 4936.30 1.30 4937.10 1.96 4940.10 4.89 4940.20 3.71 4940.70 3.74 0:50: 0 4936.30 1.30 4937.20 1.99 4940.20 5.03 4940.30 3.85 4940.80 3.86 0:52:30 4936.30 1.30 4937.20 2.02 4940.30 5.15 4940.50 3.95 4940.90 3.95 0:55: 0 4936.30 1.30 4937.20 2.04 4940.40 5.25 4940.50 4.05 4941.00 4.03 0:57:30 4936.30 1.30 4937.20 2.06 4940.50 5.34 4940.60 4.12 4941.10 4.10 1: 0: 0 4936.30 1.30 4937.30 2.07 4940.60 5.41 4940.70 4.19 4941.10 4.15 1: 2:30 4936.30 1.30 4937.30 2.09 4940.70 5.47 4940.70 4.24 4941.10 4.19 1: 5: 0 4936.30 1.30 4937.30 2.10 4940.70 5.52 4940.80 4.28 4941.20 4.22 1: 7:30 4936.30 1.30 4937.30 2.11 4940.70 5.57 4940.80 4.32 4941.20 4.25 1:10: 0 4936.30 1.30 4937.30 2.12 4940.80 5.60 4940.90 4.35 4941.20 4.27 1:12:30 4936.30 1.30 4937.30 2.12 4940.80 5.63 4940.90 4.38 4941.20 4.29 1:15: 0 4936.30 1.30 4937.30 2.13 4940.80 5.66 4940.90 4.41 4941.30 4.30 1:17:30 4936.30 1.30 4937.30 2.13 4940.90 5.68 4940.90 4.43 4941.30 4.31 1:20: 0 4936.30 1.30 4937.30 2.14 4940.90 5.70 4940.90 4.44 4941.30 4.32 1:22:30 4936.30 1.30 4937.30 2.14 4940.90 5.72 4941.00 4.46 14941.30 4.33 1:25: 0 4936.30 1.30 4937.30 2.15 4940.90 5.74 4941.00 4.47 4941.30 4.33 1:27:30 4936.30 1.30 4937.30 2.15 4940.90 5.75 4941.00 4.48 4941.30 4.33 1:30: 0 4936.30 1.30 4937.30 2.15 4940.90 5.76 4941.00 4.49 4941.30 4.33 1:32:30 4936.30 1.30 4937.30 2.15 4940.90 5.77 4941.00 4.50 4941.30 4.33 1:35: 0 4936.30 1.30 4937.30 2.15 4941.00 5.78 4941.00 4.50 4941.30 4.33 1:37:30 4936.30 1.30 4937.30 2.16 4941.00 5.78 4941.00 4.51 4941.30 4.32 1:40: 0 4936.30 1.30 4937.30 2.16 4941.00 5.79 4941.00 4.51 4941.30 4.32 1:42:30 4936.30 1.30 4937.30 2.16 4941.00 5.79 4941.00 4.52 4941.30 4.31 1:45: 0 4936.30 1.30 4937.30 2.16 4941.00 5.79 4941.00 4.52 4941.30 4.31 To14 GA 1:47:30 4936.30 1.30 4937.30 2.16 4941.00 5.80 4941.00 4.52 4941.30 4.30 1:50: 0 4936.30 1.30 4937.30 2.16 4941.00 5.80 4941.00 4.52 4941.30 4.30 1:52:30 4936.30 1.30 4937.30 2.16 4941.00 5.80 4941.00 4.52 4941.20 4.29 1:55: 0 4936.30 1.30 4937.30 2.16 4941.00 5.80 4941.00 4.51 4941.20 4.28 PW 30a 1:57:30 4936.30 1.30 4937.30 2.16 4941.00 5.79 4941.00 4.51 4941.20 4.27 2: 0: 0 4936.30 1.30 4937.30 2.16 4941.00 5.79 4941.00 4.50 4941.20 4.25 II NC,�L d5 0�(Pwd 2: 2:30 4936.30 1.30 4937.30 2.16 4941.00 5.78 4941.00 4.49 4941.20 4.24 3& 06 U 2: 5: 0 4936.30 1.30 4937.30 2.15 4941.00 5.78 4941.00 4.49 4941.20 4.22 2: 7:30 4936.30 1.30 4937.30 2.15 4940.90 5.77 4941.00 4.48 4941.20 4.21 2:10: 0 4936.30 1.30 4937.30 2.15 4940.90 5.76 4941.00 4.46 4941.20 4.19 2:12:30 4936.30 1.30 4937.30 2.15 4940.90 5.74 4941.00 4.45 4941.10 4.17 2:15: 0 4936.30 1.30 4937.30 2.14 4940.90 5.73 4940.90 4.44 4941.10 4.15 2:17:30 4936.30 1.30 4937.30 2.14 4940.90 5.72 4940.90 4.42 4941.10 4.13 2:20: 0 4936.30 1.30 4937.30 2.14 4940.90 5.70 4940.90 4.41 4941.10 4.11 2:22:30 4936.30 1.30 4937.30 2.14 4940.90 5.69 4940.90 4.39 4941.10 4.09 2:25: 0 4936.30 1.30 4937.30 2.13 4940.90 5.67 4940.90 4.38 4941.00 4.07 2:27:30 4936.30 1.30 4937.30 2.13 4940.80 5.66 4940.90 4.36 4941.00 4.05 2:30: 0 4936.30 1.30 4937.30 2.12 4940.80 5.64 4940.80 4.34 4941.00 4.03 2:32:30 4936.30 1.30 4937.30 2.12 4940.80 5.62 4940.80 4.32 4941.00 4.00 2:35: 0 4936.30 1.30 4937.30 2.12 4940.80 5.61 4940.80 4.31 4940.90 3.98 mI 2:37:30 4936.30 1.30 4937.30 2.11 4940.80 5.59 4940.80 4.29 4940.90 3.95 2:40: 0 4936.30 1.30 4937.30 2.11 4940.70 5.57 4940.80 4.27 4940.90 3.93 2:42:30 4936.30 1.30 4937.30 2.10 4940.70 5.55 4940.70 4.25 4940.90 3.91 2:45: 0 4936.30 1.30 4937.30 2.10 4940.70 5.53 4940.70 4.22 4940.80 3.88 2:47:30 4936.30 1.30 4937.30 2.09 4940.70 5.50 4940.70 4.20 4940.80 3.85 2:50: 0 4936.30 1.30 4937.30 2.09 4940.70 5.48 4940.70 4.18 4940.80 3.83 2:52:30 4936.30 1.30 4937.30 2.08 4940.60 5.46 4940.70 4.15 4940.80 3.80 2:55: 0 4936.30 1.30 4937.30 2.08 4940.60 5.43 4940.60 4.13 4940.70 3.77 2:57:30 4936.30 1.30 4937.30 2.07 4940.60 5.41 4940.60 4.10 4940.70 3.74 3: 0: 0 4936.30 1.30 4937.20 2.07 4940.60 5.39 4940.60 4.08 4940.70 3.71 Mean 4936.30 1.30 4937.10 1.92 4939.88 4.69 4940.08 3.58 4940.41 3.44 Maximum 4936.30 1.30 4937.30 2.16 4941.00 5.80 4941.00 4.52 4941.30 4.33 Minimum 4936.30 1.30 4936.20 1.04 4935.30 0.10 4936.50 0.00 4937.00 0.00 1 ' # Time H i story of the H. G. L. ( Feet)# WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT Junction: 30005 Junction: 30060 Time Ground: 4944.20 Ground: 4944.00 Hr:Mn:Sc Elevation Depth Elevation Depth -------- 0: 2:30 --------- 4938.00 ----- 0.00 --------- 4939.00 ----- 0.00 0: 5: 0 4938.00 0.00 4939.00 0.00 0: 7:30 4938.00 0.00 4939.00 0.00 0:10: 0 4938.10 0.00 4939.00 0.05 0:12:30 4938.30 0.25 4939.40 0.36 0:15: 0 4938.60 0.50 4939.70 0.68 0:17:30 4938.70 0.65 4939.90 0.93 0:20: 0 4938.80 0.74 4940.10 1.10 0:22:30 4938.90 0.81 4940.30 1.26 0:25: 0 4938.90 0.88 4940.40 1.44 0:27:30 4939.00 0.94 4940.70 1.66 0:30: 0 4939.00 0.99 4940.90 1.94 0:32:30 4939.10 1.07 4941.30 2.30 0:35: 0 4940.00 1.91 4941.80 2.76 0:37:30 4940.60 2.51 4942.10 3.11 0:40: 0 4940.80 2.76 4942.30 3.32 0:42:30 4941.00 2.95 4942.50 3.48 0:45: 0 4941.10 3.10 4942.60 3.58 0:47:30 4941.30 3.22 4942.70 3.65 0:50: 0 4941.40 3.32 4942.70 3.70 0:52:30 4941.40 3.39 4942.70 3.74 0:55: 0 4941.50 3.46 4942.80 3.76 0:57:30 4941.60 3.51 4942.80 3.78 aW ✓�� 1: 0: 0 4941.60 3.54 4942.80 3.78 1: 2:30 4941.60 3.57 4942.80 3.77 1: 5: 0 4941.60 3.59 4942.80 3.76 1: 7:30 4941.70 3.61 4942.70 3.74 1:10: 0 4941.70 3.62 4942.70 3.72 1:12:30 4941.70 3.62 4942.70 3.70 1:15: 0 4941.70 3.62 4942.70 3.67 1:17:30 4941.70 3.62 4942.60 3.64 1:20: 0 4941.70 3.62 4942.60 3.61 1:22:30 4941.70 3.61 4942.60 3.57 1:25: 0 4941.70 3.60 4942.50 3.54 1:27:30 4941.60 3.60 4942.50 3.51 1:30: 0 4941.60 3.58 4942.50 3.47 1:32:30 4941.60 3.57 4942.40 3.43 1:35: 0 4941.60 3.56 4942.40 3.40 1:37:30 4941.60 3.55 4942.40 3.36 1:40: 0 4941.60 3.53 4942.30 3.33 1:42:30 4941.60 3.52 4942.30 3.29 1:45: 0 4941.60 3.51 4942.30 3.26 1:47:30 4941.50 3.49 4942.20 3.22 1:50: 0 4941.50 3.48 4942.20 3.19 1:52:30 4941.50 3.46 4942.20 3.15 1:55: 0 4941.50 3.44 4942.10 3.11 1:57:30 4941.50 3.42 4942.10 3.08 2: 0: 0 4941.50 3.40 4942.00 3.04 2: 2:30 4941.40 3.38 4942.00 3.00 2: 5: 0 4941.40 3.36 4942.00 2.96 2: 7:30 4941.40 3.34 4941.90 2.92 2:10: 0 4941.40 3.31 4941.90 2.88 2:12:30 4941.30 3.29 4941.80 2.84 2:15: 0 4941.30 3.26 4941.80 2.80 2:17:30 4941.30 3.24 4941.80 2.76 2:20: 0 4941.30 3.21 4941.70 2.71 2:22:30 4941.20 3.18 4941.70 2.67 2:25: 0 4941.20 3.16 4941.60 2.63 2:27:30 4941.20 3.13 4941.60 2.59 2:30: 0 4941.10 3.10 4941.50 2.55 2:32:30 4941.10 3.07 4941.50 2.50 2:35: 0 4941.10 3.04 4941.50 2.46 2:37:30 4941.10 3.01 4941.40 2.42 2:40: 0 4941.00 2.98 4941.40 2.38 2:42:30 4941.00 2.95 4941.30 2.34 2:45: 0 4941.00 2.92 4941.30 2.29 2:47:30 4940.90 2.89 4941.30 2.25 2:50: 0 4940.90 2.86 4941.20 2.21 2:52:30 4940.90 2.83 4941.20 2.17 2:55: 0 4940.80 2.79 4941.10 2.12 2:57:30 4940.80 2.76 4941.10 2.08 3: 0: 0 4940.80 2.73 4941.00 2.04 Mean 4940.82 2.77 4941.69 2.69 Maximun 4941.70 3.62 4942.80 3.78 Minimnn 4938.00 0.00 4939.00 0.00 1 * J U N C T I O N S U M M A R Y S T A T I S T I C S WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE 8 ANDERSON INC. PROJECT: CO-TST-35 FILE:WSN-EXT.DAT C50 ' UPPERMOST MEAN MAXIMUM TIME FEET OF FEET MAX. LENGTH LENGTH MAXIMUM GROUND PIPE CROWN JUNCTION JUNCTION JUNCTION OF SURCHARGE DEPTH IS OF OF ' JUNCTION JUNCTION ELEVATION ELEVATION ELEVATION AVERAGE ELEV. OCCURENCE AT MAX BELOW GROUND SURCHARGE FLOODING AREA NUMBER (FT) (FT) (FT) % CHANGE (FT) HR. MIN. ELEVATION --------- ELEVATION ------------ (MIN) --------- (MIN) -------- (SO.FT) -------- -------- 30001 --------- 4941.00 ---------- 4936.25 -------- 4936.30 --------- 0.1003 -------- 4936.30 --------- 0 0 0.05 4.70 180.0 0.0 5.214E+01 30002 4942.00 4936.43 4937.09 0.2720 4937.34 1 50 0.91 4.66 154.3 0.0 1.995E+02 30062 4942.00 4942.00 4939.84 0.0843 4940.98 1 51 0.00 1.02 0.0 0.0 2.021E+04 30061 4941.90 4939.00 4940.05 0.2711 4941.02 1 48 2.02 0.88 143.8 0.0 1.235E+02 30004 4942.60 4038.56 4940.38 0.3675 4941.29 1 30 2.73 1.31 147.5 0.0 ' 1.311E+02 30005 4944.20 4939.65 4940.81 0.3187 4941.67 1 14 2.02 2.53 146.7 0.0 1.292E+02 30060 4944.00 4944.00 4941.67 0.1022 4942.78 0 59 0.00 1.22 0.0 0.0 2.347E+04 ----------------------------- # Time History of Flow and Velocity # , t# G(cfs), Vel(ft/s), Total(cubic feet) # c� 1 1 WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE & ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT Time Conduit: 1001 Conduit: 1002 Conduit: 1003 Conduit: 1004 Conduit: 1005 Hr:Mn:Sc Flow Veloc. Flow Veloc. Flow Veloc. Flow Veloc. Flow Veloc. 0: 2:30 -1.55 -1.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0: 5: 0 -1.35 -1.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0: 7:30 -1.43 -1.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:10: 0 -1.56 -1.32 0.06 0.16 0.00 0.00 0.00 0.33 0.01 0.48 0:12:30 -1.75 -1.49 1.49 2.55 0.54 2.48 0.73 3.55 0.87 2.62 0:15: 0 -1.96 -1.69 4.31 4.62 2.84 3.85 2.85 5.52 2.97 3.86 0:17:30 -1.79 -1.56 6.95 4.96 4.71 4.58 4.65 6.41 4.77 4.39 0:20: 0 -0.84 -0.76 8.49 4.85 5.94 4.88 5.91 6.84 5.98 4.66 0:22:30 1.18 0.85 10.93 4.90 6.86 5.13 6.89 7.12 6.98 4.85 0:25: 0 2.34 1.87 12.73 4.93 7.79 5.31 7.88 6.27 7.91 5.02 0:27:30 2.96 2.38 16.53 5.31 8.65 5.51 8.75 6.36 8.79 5.26 0:30: 0 3.61 2.91 18.84 5.32 9.29 5.68 9.37 6.43 9.41 5.51 0:32:30 4.30 3.46 25.36 6.14 10.44 6.06 10.42 6.65 10.47 6.05 }poi 0:35: 0 5.06 4.10 27.57 7.02 10.04 5.70 10.94 5.61 10.30 _ 5.93 0:37:30 5.66 4.59 20.40 4.22 9.64 5.45 9.72 5.51 9.81 5.55 0:40: 0 6.03 4.89 17.85 3.65 9.53 5.40 9.62 5.45 9.69 5.49 0:42:30 6.30 5.12 15.40 3.16 9.47 5.36 9.53 5.40 9.57 5.42 0:45: 0 6.51 5.29 14.19 2.90 9.31 5.27 9.37 5.31 9.41 5.33 0:47:30 6.67 5.43 13.04 2.67 9.18 5.20 9.22 5.23 9.26 5.25 0:50: 0 6.80 5.53 12.44 2.54 9.04 5.12 9.07 5.14 9.10 5.15 0:52:30 6.91 5.62 11.74 2.40 8.91 5.05 8.94 5.07 8.96 5.08 0:55: 0 7.00 5.70 11.32 2.31 8.78 4.97 8.80 4.99 8.82 5.00 0:57:30 7.07 5.76 10.76 2.20 8.66 4.90 8.68 4.92 8.69 4.92 1: 0: 0 7.13 5.81 10.38 2.12 8.53 4.83 8.55 4.85 8.56 4.85 1: 2:30 7.18 5.85 9.94 2.03 8.42 4.77 8.44 4.78 8.44 4.78 1: 5: 0 7.22 5.89 9.58 1.95 8.31 4.71 8.32 4.71 8.32 4.71 1: 7:30 7.26 5.91 9.32 1.90 8.19 4.64 8.20 4.64 8.20 4.65 1:10: 0 7.29 5.94 9.05 1.85 8.08 4.57 8.08 4.58 8.08 4.58 1:12:30 7.32 5.96 8.81 1.80 7.96 4.51 7.97 4.51 7.97 4.51 1:15: 0 7.34 5.98 8.63 1.76 7.85 4.45 7.85 4.45 7.85 4.45 1:17:30 7.36 5.99 8.42 1.72 7.74 4.38 7.74 4.39 7.74 4.38 1:20: 0 7.38 6.01 8.31 1.69 7.62 4.32 7.63 4.32 7.62 4.32 1:22:30 7.39 6.02 8.10 1.65 7.51 4.26 7.52 4.26 7.52 4.26 1:25: 0 7.40 6.03 7.90 1.61 7.41 4.20 7.41 4.20 7.41 4.20 1:27:30 7.41 6.04 7.79 1.59 7.30 4.14 7.30 4.13 7.30 4.13 1:30: 0 7.42 6.05 7.69 1.57 7.19 4.07 7.19 4.07 7.19 4.07 1:32:30 7.43 6.05 7.53 1.54 7.10 4.02 7.09 4.02 7.08 4.01 1:35: 0 7.43 6.06 7.38 1.51 6.99 3.96 6.98 3.96 6.98 3.95 1:37:30 7.44 6.06 7.29 1.48 6.88 3.90 6.88 3.90 6.88 3.90 1:40: 0 7.44 6.06 7.17 1.47 6.78 3.84 6.78 3.84 6.78 3.84 1:42:30 7.45 6.07 7.08 1.44 6.68 3.79 6.68 3.78 6.68 p 3.78 i 1:45: 0 7.45 6.07 6.97 1.42 6.59 3.73 6.58 3.73 6.58 3.73 1:47:30 7.45 6.07 6.89 1.40 6.49 3.68 6.49 3.68 6.48 3.67 1:50: 0 7.45 6.07 6.80 1.38 6.39 3.62 6.39 3.62 6.39 3.62 1:52:30 7.45 6.07 6.66 1.36 6.31 3.57 6.30 3.57 6.30 3.57 1:55: 0 7.45 6.07 6.51 1.33 6.21 3.52 6.21 3.52 6.21 3.51 1:57:30 7.45 6.07 6.42 1.31 6.12 3.47 6.12 3.47 6.11 3.46 2: 0: 0 1 7.44 6.071 6.34 1.29 6.02 3.42 6.02 3.41 6.02 3.41 2: 2:30 7.44 6.06 6.15 1.25 5.94 3.37 5.94 3.36 5.93 3.36 2: 5: 0 7.43, 6.06 5.97 1.22 5.86 3.32 5.85 3.31 5.84 3.31 2: 7:30 7.43 6.05 5.87 1.20 5.77 3.26 5.76 3.26 5.75 3.26 2:10: 0 7.42 6.04 5.79 1.18 5.67 3.21 5.67 3.21 5.66 3.21 2:12:30 7.41 6.04 5.69 1.16 5.58 3.16 5.58 3.16 5.57 3.15 2:15: 0 7.40 6.03 5.61 1.14 5.49 3.11 5.48 3.11 5.48 3.10 2:17:30 7.39 6.02 5.42 1.11 5.41 3.06 5.40 3.06 5.39 3.05 2:20: 0 7.38 6.01 5.33 1.09 5.32 3.01 5.32 3.01 5.30 3.01 2:22:30 7.36 6.00 5.25 1.07 5.23 2.97 5.23 2.96 5.22 2.96 2:25: 0 7.35 5.99 5.17 1.05 5.14 2.92 5.14 2.91 5.13 2.91 2:27:30 7.34 5.98 5.07 1.04 5.06 2.87 5.06 2.86 5.04 2.86 2:30: 0 7.33 5.97 4.99 1.02 4.98 2.82 4.97 2.81 4.96 2.81 2:32:30 7.31 5.96 4.91 1.00 4.89 2.77 4.88 2.77 4.87 2.76 2:35: 0 7.30 5.95 4.82 0.98 4.81 2.72 4.80 2.72 4.79 2.71 2:37:30 7.28 5.93 4.74 0.97 4.73 2.68 4.72 2.67 4.71 2.67 2:40: 0 7.27 5.92 4.66 0.95 4.65 2.63 4.64 2.63 4.62 2.62 2:42:30 7.25 5.91 4.59 0.93 4.56 2.59 4.55 2.58 4.54 2.57 2:45: 0 7.23 5.89 4.51 0.92 4.48 2.54 4.48 2.53 4.46 2.53 2:47:30 7.21 5.88 4.43 0.90 4.40 2.50 4.39 2.49 4.39 2.48 2:50: 0 7.20 5.87 4.35 0.89 4.33 2.45 4.32 2.45 4.31 2.44 2:52:30 7.18 5.85 4.26 0.87 4.25 2.41 4.24 2.40 4.23 2.40 2:55: 0 7.16 5.83 4.19 0.85 4.18 2.36 4.16 2.36 4.15 2.35 2:57:30 7.14 5.82 4.12 0.84 4.10 2.32 4.09 2.32 4.08 2.31 3: 0: 0 7.12 5.80 4.06 0.83 4.02 2.28 4.02 2.27 4.00. 2.27 Mean 5.92 4.81 8.'02 1.96 6.24 3.69 6.26 3.86 6.26 3.68 Maximum 7.45 6.07 27.57 7.02 10.44 6.06 10.94 7.12 10.47 6.05 Minimum -1.96 -1.69 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 6.388E+04 , 8.660E+04 6.738E+04 6.761E+04 6.763E+04 1 * C 0 N D U I T S U M M A R Y S T A T I S T I C S 1 WILLOW SPRINGS NORTH -- MULTI -FAMILY DETENTION POND ANALYSIS WITH EXTRAN JUNE 1997 LIDSTONE 8 ANDERSON INC. PROJECT:CO-TST-35 FILE:WSN-EXT.DAT CONDUIT MAXIMUM TIME MAXIMUM TIME RATIO OF MAXIMUM DEPTH ABOVE LENGTH CONDUIT DESIGN DESIGN VERTICAL COMPUTED OF COMPUTED OF MAX. TO INV. AT CONDUIT ENDS OF NORM SLOPE CONDUIT FLOW VELOCITY DEPTH FLOW OCCURRENCE VELOCITY OCCURRENCE DESIGN UPSTREAM DOWNSTREAM FLOW NUMBER (CFS) (FPS) (IN) (CFS) HR. MIN. (FPS) HR. MIN. FLOW (FT) (FT) (MIN) (FT/FT) ------ ------- -------- -------- ------- ---------- ------- ---------- ------- -------- --------- ----- ------ 1001 3.10E+00 2.53 15.000 7.45E+00 1 50 6.07 1 51 2.40 2.16 1.30 0.0 0.00284 1002 3.89E+01 7.93 30.000 2.92E+01 0 34 7.02 0 35 0.75 4.52 5.80 22.8 0.01471 1003 7.86E+00 4.45 18.000 1.14E+01 0 36 6.46 0 36 1.45 4.33 4.42 2.5 0.00518 1004 1.22E+01 6.90 18.000 1.12E+01 0 36 7.15 0 22 0.92 3.62 4.23 12.2 0.00966 1005 7.25E+00 4.10 18.000 1.10E+01 0 36 6.33 0 33 1.52 3.78 3.52 0.0 0.01017 90006 3.91E+00 0.49 11.997 7.45E+00 1 51 9.49 1 52 1.91 5.80 2.17 0.0 0.00005 90007 UNDEF UNDEF UNDEF 7.45E+00 1 50 ************************************************** * SUBCRITICAL AND CRITICAL FLOW ASSUMPTIONS FROM * SUBROUTINE HEAD. SEE FIGURE 5-4 IN THE EXTRAN * MANUAL FOR FURTHER INFORMATION. LENGTH LENGTH LENGTH LENGTH OF OF OF UPSTR. OF DOWNSTR. MEAN TOTAL MAXIMUM MAXIMUM CONDUIT DRY SUBCRITICAL CRITICAL CRITICAL FLOW AVERAGE FLOW HYDRAULIC CROSS SECT NUMBER FLOW(MIN) FLOW(MIN) FLOW(MIN) FLOW(MIN) (CFS) -------- % CHANGE --------- CUBIC FT --------- RADIUS(FT) --------- AREA(FT2) ---------- ------- 1001 ---------- 0.00 ----------- 180.00 --------- 0.00 --------- 0.00 5.86 0.5943 6.3294E+04 0.3463 1.2272 1002 9.00 171.00 0.00 0.00 8.00 0.1590 8.6347E+04 0.6927 4.9087 1003 9.33 149.50 0.00 21.17 6.21 0.2879 6.7029E+04 0.4541 1.7671 1004 8.50 157.33 0.00 14.17 6.22 0.1825 6.7223E+04 0.4411 1.7671 1005 8.17 146.67 0.00 25.17 6.24 0.2612 6.7364E+04 0.4515 1.7671 90006 0.17 179.83 0.00 0.00 5.88 0.2860 6.3452E+04 0.2770 0.7850 90007 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 5.86 6.3294E+04 U * AVERAGE % CHANGE IN JUNCTION OR CONDUIT IS DEFINED AS: * CONDUIT % CHANGE __> 100.0 ( Q(n+1) - 0(n) ) / Ofull * JUNCTION % CHANGE __> 100.0 ( Y(n+1) - Y(n) ) / Yfull, ' The Conduit with the largest average change... 1001 had 0.594 percent The Junction with the largest average change... 30004 had 0.367 percent I===> Extended Transport model simulation ended normally. SWMM 4.31 simulation ended normally. Your input file was named : wsn-extr.dat Your output file was named: wsn-extr.out * SWMM 4.31 Simulation Date and Time Summary ****************************************************** '* Starting Date... August 7, 97 * Time.. 9:45:41:87 * Ending Date... August 7, 97 '* Time... 9:46: 8:51 * Elapsed Time... 0.450 minutes. * Elapsed Time... 27.002 seconds. u 1 APPENDIX D IiYDRAULIC ANALYSIS OF REGIONAL CONVEYANCE FACII.ITIES n u 11 11 1 DISCHARGE PROFILE CALCULATION 1 1 Table D.1. Comparison of Discharge and Water Surface Profiles. DI 1 I .1 G' WILLOW SPRINGS NORTH P.U.D. - McCLELLANDS BASIN REGIONAL DRAINAGE CHANNEL COMPARISON BETWEEN WILLOW SPRINGS PHASE 1 AND WILLOW SPRINGS NORTH CALCULATED WATER SURFACE AND DISCHARGE PROFILES PHASE 1 DISCHARGE FROM SWMM FILE: MCC-REV.OUT [LA, MAY 19951 WILLOW SPRINGS NORTH DISCHARGE FROM SWMM FILE: OAK-100.OUT [RBD, APRIL 19961 782 STETSON CR. XS 2594 456.0 4935.3 302.0 4934.5 836 STETSON CR. XS 2648 456.0 4935.5 302.0 4934.7 900 STETSON CR. XS 2712 453.0 4935.5 302.0 4934.6 1000 U/S TIMBERLINE ROAD 453.0 4937.6 302.0 4936.1 1020 453.0 4937.5 302.0 4936.2 1050 453.0 4937.6 302.0 4936.4 1100 453.0 4937.7 302.0 4936.7 1131 453.0 4937.8 302.0 4936.8 1146 D/S WHITE WILLOW DR. 406.0 4937.8 276.0 4936.9 1278 U/S WHITE WILLOW DR. 406.0 4939.0 276.0 4938.0 1293 406.0 4939.4 276.0 4938.2 1350 406.0 4939.4 276.0 4938.3 1400 406.0 4939.5 276.0 4938.4 1450 406.0 4939.6 276.0 4938.5 1500 406.0 4939.7 276.0 4938.7 1550 406.0 4939.8 276.0 4938.9 1575 406.0 4939.8 276.0 4938.8 1625 406.0 4940.0 276.0 4939.1 1675 WILLOW SPR. POND 310 406.0 4940.0 276.0 4939.1 1700 384.0 4940.1 251.0 4939.3 1750 384.0 4940.2 251.0 4939.5 1787 384.0 4940.5 251.0 4939.7 1825 384.0 4940.5 251.0 4939.8 1850 384.0 4940.5 251.0 4939.8 1900 384.0 4940.7 251.0 4940.0 1950 384.0 4940.9 251.0 4940.3 2000 384.0 4941.2 251.0 4940.5 2050 384.0 4941.5 251.0 4940.8 2100 384.0 4941.7 251.0 4941.0 2150 384.0 4941.7 251.0 4941.0 2200 384.0 4941.7 251.0 4941.0 2250 384.0 4942.1 251.0 4941.5 2300 384.0 4942.4 251.0 4941.8 2350 384.0 4942.8 251.0 4942.1 2400 384.0 4943.0 251.0 4942.3 2450 384.0 4943.1 251.0 4942.5 2500 384.0 4943.0 251.0 4942.4 2512 384.0 4943.0 251.0 4942.4 2527 D/S BATTLE CREEK DR. 371.0 4943.0 243.0 4942.5 2739 U/S BATTLE CREEK DR. 371.0 4945.4 243.0 4944.4 2754 371.0 4945.8 243.0 4944.6 2800 371.0 4945.8 243.0 4944.7 2850 371.0 4945.9 243.0 4944.8 2900 371.0 4946.0 243.0 4944.9 2950 371.0 4946.1 243.0 4945.1 3000 371.0 4946.2 243.0 4945.2 3050 371.0 4946.3 243.0 4945.4 3075 371.0 4946.3 243.0 4945.5 3090 D/S UNION PACIFIC RR 371.0 4946.1 243.0 4945.3 1 MCCLELLANDS CHANNEL 71.4 y a 4937.6 69.6 4936.1 50 71.4 4937.6 69.6 4936.2 100 71.4 4937.6 69.6 4936.2 150 71.4 4937.6 69.6 4936.2 200 71.4 4937.6 69.6 4936.2 250 71.4 4937.6 69.6 4936.2 300 71.4 4937.6 69.6 4936.2 350 WILLOW SPR. POND 330 71.4 4937.6 69.6 4936.2 400 66.1 4937.6 63.8 4936.2 433 D/S BATTLE CREEK DR. 66.1 4937.6 63.8 4936.2 553 U/S BATTLE CREEK DR. 66.1 4937.6 63.8 4936.3 IJA *,--, A 0- 0 1 w.�•. ■..«.••..w b.NuuNl C•.•Mb.b WIIIo� 1 NOA CST) 4-1 7-M7 07-5T35 FEATURE CHECKED BY DATE SHEET OF -rf4eK hoe goad Rzalle I C4an el )SGAar e I�3 Develop. a cl1566 96 {Frof =i le -�r Tim bu-Ime .4zJ ;araile( 661jie l P,,vm r^ a y, vna l peeyeAve, 1%('Om „MddeI161KA-3 BA -IA 100-yea✓ &46' Man UPMle " [J06p, flpriI I1199b1 : Ile area bA,,y fo4P- cta✓ine( t5 rep-e5eviW by Ae40o,i,n, sJbba5jn5; 301 - -u vre Coomerclal 514e Neural Narmeny ITiwnberlIne - �D,aacre5 30a - - Area = 47,3 acre5 303 W116o5pr,nr Nor* derelo met aBrea area -= 50'0ucre5 30 - Wf(I0,v5Pr,1yt Villaye Torreon of W,1(a,,5f0ty -P,)a . - /great 11,7 acre5 5415nofal A44e area 47-,bvf-av� �o 46 fVrallel&VIne( -�-oWI W,S, Nv-4 15 only I'%,Jgcres anc14d -fk foal dralnaye area �r 4�e deueioPme i 15 a8,4.acre5. Ha.�ever, -5,oce ire 1�20 rre�Za�f 15 i�ie acce0}ecl �C91 vna l p (uw n 1 v�1 doaume�tf, vs e So, D ac re5 � �e 5 ub1�51 n 30 3 area . The. ma4erploo dclea6relwe rare 15 5<+,a� 06 C� JaMe �OrAe 100-year M4; &5e- A15 riomber' 1vr AedeVe, loped eandlhvii c6mcl 3"(11. geacl 1 , 4;vm re tonal c, anoe( �c W,IIi 5pr1,iy7 VIllage:aA4 tea = 151 • acre5 vbbas,n� �a 13oa, 3v3 3 30) ( ,00 = (3q,a aGry) (06A 4q,6 C15. eeach a 6(vi Willox-5pr1nyt, Village a�-�le� � o W(llow 5prt# �5 I Ltf� o�i' �req -- l a 1. 5 acres C 111%5 30(1. 3oa a-J 303) 0)00 _ (191.5 acres) (015A41-G) 63, S C�s eekch 3 I 9 (OM W,IIoIJSP(I n95 Norm 0044 441IMMI (!✓os5ij a rh(d , f}rCq . 7115 acres, (svbba IA, 301 and 300C) Q,00 - 015 acre5)(o,5Alacre) • 38, 8 �� REGIONAL CHANNEL HEC-2 OUTPUT 1 26JUN97 15:36:17 Wr! - MCC • aL)T McClelluftk) c6m,14 4roulh HEC-2 WATER SURFACE PROFILES (nll16.v5p"lny'j (tJuy/ �;vlled 7>)CcOyjo, Version 4.6.0; February 1991 ' 'THIS 96 IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT I AC T1 WILLOW SPRINGS NORTH PUD -- MCCLELLANDS REGIONAL CHANNEL ANALYSIS T2 DISCHARGE PER MCCLELLANDS BASIN MASTER PLAN & LOCAL INFLOWS (W.S & W.S NORTH) T3 FILE:WSN-MCC APRIL 1997 LIDSTONE & ANDERSON, INC. CLD PROJECT: CO-TST-35 D4 PAGE 1 THIS RUN EXECUTED 26JUN97 15:36:17 J1 ICHECK INa NINV IDIR STRT METRIC HVINS Q WSEL 0 2 0 0 0 0 0 0 4934.5 IJ2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ' 1 0 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 39 43 42 1 8 3 26 0.045 0.045 0.045 0 0 'NC DISCHARGE FROM REVISED MCCLELLANDS BASIN REGIONAL SWMM MODEL (NODE 357) aT 1 302 STETSON CREEK XS 2594 START WATER SURFACE PROFILE AT 100-YR CWSEL SECTION 2594 [RBD, 19961 X1 782 4 0 48 0 0 0 'GR 4935.6 0 4931.6 16 4931.6 32 4935.6 STETSON CREEK XS 2648 X1 836 4 16 32 54 54 54 GR 4935.9 0 4931.87 16 4931.87 32 4935.87 NC .013 .013 .013 0.3 0.5 STETSON CREEK XS 2712 X1 900 4 34.6 52.6 64 64 64 X3 ' GR 10 4940.9 0 4932.22 34.6 4932.22 52.6 4940.85 48 48 4935.42 87.2 FO ITRACE 4 . 68 4935.42 1 26JUN97 15:36:17 SC 2.013 .4 3 0 4 8 105 STETSON CREEK XS 2812 U/S FACE OF PROPOSED TIMBERLINE CULVERT CROSSING (2- 41H x 81W RCB's) X1 1000 10 32.5 50.53 105 105 105 X2 2 4936.73 4940.70 X3 10 BT -10 0 4940.9 4940.9 32.49 4940.74 4932,73 'BT 40.50 4940.70 4936.73 40.51 4940.70 4932.73 BT 42.52 4940.70 4936.73 50.52 4940.74 4936.73 BT 83.53 4940.9 4940.9 4940.9 0 4932.73 32.49 4932.73 32.5 4932.73 'GR GR 4932.7 42.51 4932.73 42.52 4932.73 50.52 4932.73 NC 0.035 0.035 0.035 .1 .3 X1 1020 8 0 55 20 20 20 GR 6.0 0 1.0 20 1.0 24.5 0.0 GR 1.0 30.5 1.0 35 6.0 55 X1 1050 8 0 55 30 30 30 GR 6.0 0 1.0 20 1.0 24.5 0.0 GR 1.0 30.5 1.0 35 6.0 55 X1 1100 8 0 55 50 50 50 GR 6.0 0 1.0 20 1.0 24.5 0.0 GR 1.0 30.5 1.0 35 6.0 55 X1 1131 8 0 55 31 31 31 GR 6.0 0 1.0 20 1.0 24.5 0.0 ' GR 1.0 30.5 1.0 35 6.0 55 aT 1 276 NC 0.035 0.035 0.035 .6 .8 D/S FACE OF PROPOSED WHITE WILLOW DR. CULVERT CROSSING (3- 60-IN RCPIS) 1146 4 12 27 15 15 15 'X1 X3 10 GR 4939.4 0 4933.39 12 4933.39 27 4939.39 SC 3.013 .5 3 0 5 0 132 U/S FACE OF PROPOSED WHITE WILLOW DR. CULVERT CROSSING (3- 60-IN RCPIS) PAGE 2 11.2 4932.73 4932.2 4936.73 4936.73 32.5 4940.74 4936.73 42.51 4940.70 4932.73 50.53 4940.74 4932.73 40.5 4932.73 40.51 50.53 4940.9 83.53 4932.82 25.5 0.0 29.5 4932.96 25.5 0.0 29.5 4933.18 25.5 0.0 29.5 4933.32 25.5 0.0 29.5 4938.39 4938.39 39 1.1 4933.98 4933.39 D(p 26JUN97 15:36:17 PAGE 3 ti 1278 4 12 27 132 132 132 X2 2 4938.98 4946 3 10 4946.00 4946.00 T FB -4 0 4946 4946 12 4946 4938.98 27 4946 4938.98 T 39 4946 4946 GR 4940.0 0 4933.98 12 4933.98 27 4939.98 39 r NC 0.035 0.035 0.035 .1 .3 Ixi 1293 8 0 55 15 15 15 4934.05 GR 6.0 0 1.0 20 1.0 24.5 0.0 25.5 0.0 29.5 GR 1.0 30.5 1.0 35 6.0 55 1xi 1350 8 0 55 57 57 57 4934.30 GR 6.0 0 1.0 20 1.0 24.5 0.0 25.5 0.0 29.5 'GR 1.0 30.5 1.0 35 6.0 55 X1 1400 8 0 55 50 50 50 4934.53 'GR 6.0 0 1.0 20 1.0 24.5 0.0 25.5 0.0 29.5 GR 1.0 30.5 1.0 35 6.0 55 Ixi 1450 8 0 55 50 50 50 4934.75 GR 6.0 0 1.0 20 1.0 24.5 0.0 25.5 0.0 29.5 GR 1.0 30.5 1.0 35 6.0 55 1xi 1500 8 0 55 50 50 50 4934.98 GR 6.0 0 1.0 20 1.0 24.5 0.0 25.5 0.0 29.5 ,GR 1.0 30.5 1.0 35 6.0 55 1550 8 0 75 50 50 50 4935.21 lXl GR 6.0 0 1.0 30 1.0 44.5 0.0 45.5 0.0 49.5 GR 1.0 50.5 1.0 55 6.0 75 X1 I 1575 8 0 55 25 25 25 4935.32 GR 6.0 0 1.0 20 1.0 24.5 0.0 25.5 0.0 29.5 GR 1.0 30.5 1.0 35 6.0 55 �X1 1625 8 0 75 50 50 50 4935.55 GR 6.0 0 1.0 20 1.0 24.5 0.0 25.5 0.0 29.5 ' GR 1.0 30.5 1.0 45 6.0 75 1 26JUN97 15:36:17 X1 1675 8 0 R 6.0 0 1.0 R 1.0 30.5 1.0 �T 1 251 X1 1700 8 0 GR 6.0 0 1.0 �R 1.0 30.5 1.0 1 1750 8 0 R 6.0 0 1.0 R 1.0 30.5 1.0 11 1787 8 0 GR 6.0 0 1.0 GR 1.0 50.5 1.0 X1 1825 8 0 IfR 6.0 0 1.0 R 1.0 45.5 1.0 1850 8 0 �1 R 6.0 0 1.0 R 1.0 35.5 1.0 t1 1900 8 0 GR 6.0 0 1.0 GR 1.0 30.5 1.0 X1 1950 8 0 R .0 0 1.0 R 1 1.0 30.5 1.0 2000 8 0 R MX1 6.0 0 1.0 GR 1.0 30.5 1.0 `(1 2050 8 0 GR 6.0 0 1.0 'GR 1.0 30.5 1.0 1 1 1 7% PAGE 4 55 50 50 50 4935.77 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 55 25 25 25 4935.88 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 55 50 50 50 4936.11 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 75 37 37 37 4936.28 30 1.0 44.5 0.0 45.5 0.0 49.5 55 6.0 75 70 38 38 38 4936.44 30 1.0 39.5 0.0 40.5 0.0 44.5 50 6.0 70 60 25 25 25 4936.55 25 1.0 29.5 0.0 30.5 0.0 34.5 40 6.0 60 55 50 50 50 4936.78 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 55 50 50 50 4937.01 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 55 50 50 50 4937.23 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 65 50 50 50 4937.46 20 1.0 24.5 0.0 25.5 0.0 29.5 40 6.0 65 26JUN97 15:36:17 X1 2100 8 0 GR 6.0 0 1.0 GR 1.0 53 1.0 X1 2150 8 0 GR 6.0 0 1.0 GR 1.0 35.5 1.0 ' X1 2200 8 0 GR 6.0 0 1.0 ' GR 1.0 30.5 1.0 X1 2250 8 0 GR 6.0 0 1.0 GR 1.0 30.5 1.0 'X1 2300 8 0 GR 6.0 0 1.0 GR 1.0 30.5 1.0 ' X1 2350 8 0 GR 6.0 0 1.0 GR 1.0 40.5 1.0 X1 'GR 2400 6.0 8 0 0 1.0 GR 1.0 40.5 1.0 'X1 2450 8 0 GR 6.0 0 1.0 GR 1.0 53 1.0 ' X1 2500 8 0 GR 6.0 0 1.0 ' GR 1.0 35.5 1.0 X1 GR 2512 6.0 8 0 0 1.0 GR 1.0 30.5 1.0 78 PAGE 5 95 50 50 50 4937.68 30 1.0 47 0.0 48 0.0 52 70 6.0 95 75 50 50 50 4937.91 25 1.0 29.5 0.0 30.5 0.0 34.5 50 6.0 75 55 50 50 50 4938.13 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 55 50 50 50 4938.36 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 55 50 50 50 4938.58 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 75 50 50 50 4938.80 30 1.0 34.5 0.0 35.5 0.0 39.5 45 6.0 75 90 50 50 50 4939.03 30 1.0 34.5 0.0 35.5 0.0 39.5 50 6.0 90 115 50 50 50 4939.26 30 1.0 47 0.0 48 0.0 52 70 6.0 115 65 50 50 50 4939.48 25 1.0 29.5 0.0 30.5 0.0 34.5 40 6.0 65 55 12 12 12 4939.53 20 1.0 24.5 0.0 25.5 0.0 29.5 35 6.0 55 1 26JUN97 15:36:17 1 OT 1 243 0.035 0.035 0.035 .6 .8 'NC D/S FACE OF PROPOSED BATTLE CREEK DR. CULVERT CROSSING (3- 60-IN RCPIS) X1 2527 4 12 27 15 15 15 i X3 10 GR 4945.6 0 4939.60 12 4939.60 27 4945.60 ' SC 3.013 .5 3 0 5.0 0 212 U/S FACE OF PROPOSED BATTLE CREEK DR. CULVERT CROSSING (3- 60-IN RCP'S) ' X1 2739 4 12 27 212 212 212 X2 2 4945.67 4955 X3 10 BT -4 0 4955 4955 12 4955 4945.67 BT 39 4955 4955 GR 4946.7 0 4940.67 12 4940.67 27 4946.67 0.035 0.035 0.035 NC .1 .3 X1 2754 8 0 55 15 15 15 GR 1 6.0 0 1.0 20 1.0 24.5 0.0 GR 1.0 30.5 1.0 35 6.0 55 X1 2800 8 0 55 46 46 46 GR 6.0 0 1.0 20 1.0 24.5 0.0 GR 1.0 30.5 1.0 35 6.0 55 X1 2850 8 0 55 50 50 50 GR 6.0 0 1.0 20 1.0 24.5 0.0 ' GR 1.0 30.5 1.0 35 6..0 55 2900 8 0 55 50 50 50 iX1 GR 6.0 0 1.0 20 1.0 24.5 0.0 GR 1.0 30.5 1.0 35 6.0 55 X1 2950 8 0 55 50 50 50 GR 6.0 0 1.0 20 1.0 24.5 0.0 GR 1.0 30.5 1.0 35 6.0 55 1 i 1 pq PAGE 6 4944.60 4944.60 39 1.1 4940.67 4939.60 4955.00 4955.00 27 4955 4945.67 39 4940.74 25.5 0.0 29.5 4940.94 25.5 0.0 29.5 4941.17 25.5 0.0 29.5 4941.39 25.5 0.0 29.5 4941.62 25.5 0.0 29.5 1 26JUN97 15:36:17 i X1 3000 8 0 55 6.0 0 1.0 20 'GR GR 1.0 30.5 1.0 35 3050 8 0 55 �X1 GR 6.0 0 1.0 20 GR 1.0 30.5 1.0 35 1xi 3075 8 0 45 GR 6.0 0 1.0 15 1.0 25.5 1.0 30 'GR D/S FACE OF UPRR CULVERT CROSSING (72-IN RCP) 1xi 3090 4 0 30 GR 6.0 0 0.0 12 1 fo PAGE 7 50 50 50 4941.84 1.0 24.5 0.0 25.5 0.0 29.5 6.0 55 50 50 50 4942.07 1.0 24.5 0.0 25.5 0.0 29.5 6.0 55 25 25 25 4942.18 1.0 19.5 0.0 20.5 0.0 24.5 6.0 45 15 15 15 4942.25 0.0 18 6.0 30 26JUN97 15:36:17 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID [PROF 1 *SECNO 782.000 L-BANK ELEV R-BANK ELEV SSTA ENDST 782.000 2.90 4934.50 .00 4934.50 4934.72 .22 .00 .00 4935.60 302.0 .0 302.0 .0 .0 80.0 .0 .0 .0 4935.60 .00 .00 3.77 .00 .000 .045 .000 .000 4931.60 4.40 005163 0 0 0. 0 0 0 .00 39.20 43.60 *SECNO 836.000 836.000 2.85 4934.72 .00 .00 4934.99 .27 .27 .00 4931.87 302.0 45.9 209.9 46.2 16.2 45.7 16.3 .1 .0 4931.87 .00 2.84 4.60 2.84 .045 .045 .045 .000 4931.87 4.67 .004786 54. 54. 54. 2 0 0 .00 38.75 43.42 CCHV= .300 CEHV= .500 *SECNO 900.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.03 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4935.42 ELREA= 4935.42 900.000 2.39 4934.61 .00 .00 4935.37 .76 .13 .25 4932.22 ' 302.0 .0 302.0 .0 .0 43.2 .0 .2 .1 4932.22 .01 .00 7.00 .00 .000 .013 .000 .000 4932.22 34.60 .001166 64. 64. 64. 2 0 0 .00 18.00 52.60 1 SPECIAL CULVERT ' SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT 2 .013 .40 3.00 .00 4.00 8.00 105.00 11 CHART 11 - BOX CULVERT; SKEWED HEADWALL; CHAMFERED OR BEVELED INLET EDGES SCALE 2 - HEADWALL SKEWED 30 DEGREES; INLET EDGES CHAMFERED 3/4-INCH *SECNO 1000.000 ' SPECIAL CULVERT INLET CONTROL EGIC = 4936.510 EGOC = 4936.489 PCWSE= 4934.611 ELTRD= 4940.700 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.80 fill PAGE 8 SCL ELCHU ELCHD 2 4932.73 4932.20 nia 26JUN97 15:36:17 PAGE 9 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 QLOB OCH QROB ALOB ACH ARDS VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' SPECIAL CULVERT EGIC EGOC H4 GWEIR QCULV VCH ACULV ELTRD WEIRLN ' 4936.51 4936,49 1.14 0. 302. 4.906 64.0 4940.70 0. 3495 OVERSANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4936.73 ELREA= 4936.73 1000.000 3.44 4936.14 .00 .00 4936.51 .37 1.14 .00 4932.73 302.0 .0 302.0 .0 .0 61.6 .0 .3 .1 4932.73 '.01 .00 4.91 .00 .000 .013 .000 .000 4932.70 32.50 .000359 105. 105. 105. 2 0 0 .00 18.03 50.53 'CCHV= .100 CEHV= .300 *SECNO 1020.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .24 ' 1020.000 3.34 4936.16 .00 .00 4936.53 .37 .02 .00 4938.82 302.0 .0 302.0 .0 .0 61.7 .0 .3 .1 4938.82 '.01 .00 4.89 .00 .000 .035 .000 .000 4932.82 10.67 .006248 20. 20. 20. 0 0 0 .00 33.65 44.33 '*SECNO 1050.000 1050.000 3.40 4936.36 .00 .00 4936.71 .35 .18 .00 4938.96 302.0 .0 302.0 .0 .0 63.9 .0 .4 .2 4938.96 ' 02 .00 4.72 .00 .000 .035 .000 .000 4932,96 10.41 .005668 30. 30. 30. 2 0 0 .00 34.18 44.59 '*SECNO 1100.000 1100.000 3.48 4936.66 .00 .00 4936.98 .32 .27 .00 4939.18 302.0 .0 302.0 .0 .0 66.8 .0 .5 .2 4939.18 .02 .00 4.52 .00 .000 .035 .000 .000 4933.18 10.08 ' .005017 50. 50. 50. 0 0 0 .00 34.85 44.92 ' *SECNO 1131,010 1131.000 3.50 4936.82 .00 .00 4937.13 .31 .15 .00 4939.32 302.0 .0 302.0 .0 .0 67.8 .0 .5 .2 4939.32 .02 .00 4.45 .00 .000 .035 .000 .000 4933.32 9.97 ' 004824 31. 31. 31. 0 0 0 .00 35.07 45.03 1 26JUN97 15:36:17 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 'CCHV= .600 CEHV= .800 *SECNO 1146.000 '3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4938,39 ELREA= 1146.000 3.47 4936.86 .00 .00 4937.29 .44 276.0 .0 276.0 .0 .0 52.0 .0 .00 5.31 .00 .000 .035 .000 '02 .002984 15. 15. 15. 2 0 0 ' SPECIAL CULVERT HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 4938.39 .06 .10 4933.39 .5 .2 4933.39 .000 4933.39 12.00 .00 15.00 27.00 -D13 PAGE 10 SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT SCL ELCHU ELCHD 3 .013 .50 3.00 .00 5.00 .00 132.00 1 1 4933.98 4933.39 CHART 1 - CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE SCALE 1 - SQUARE EDGE ENTRANCE WITH HEADWALL *SECNO 1278.000 SPECIAL CULVERT OUTLET CONTROL EGIC = 4938.007 EGOC = 4938.285 PCWSE= 4936.855 ELTRD= 4946.000 SPECIAL CULVERT. ' EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 4938.01 4938.29 .99 0. 276. 4.628 58.9 4946.00 0. 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4946.00 ELREA= ' 1278.000 3.97 4937.95 .00 .00 4938.29 .33 276.0 .0 276.0 .0 .0 59.6 .0 .03 .00 4.63 .00 .000 .035 .000 ' .001886 132. 132. 132. 2 0 0 CCHV= .100 CEHV= .300 '*SECNO 1293.000 1293.000 4.14 4938.19 .00 .00 4938.33 .14 276.0 .0 276.0 .0 .0 91.6 .0 '.03 .001764 .00 15. 3.01 15. .00 15. .000 2 .035 0 .000 0 4946.00 .99 .00 4933.98 .7 .3 4933.98 .000 4933.98 12.00 .00 15.00 27.00 .03 .02 4940.05 .7 .3 4940.05 000 4934.05 7.43 .00 40.14 47.57 26JUN97 15:36:17 PAGE 11 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCH QROB ALOB ACH ARDS VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST '*SECNO 1350.000 1350.000 3.99 4938.29 .00 .00 4938.45 .16 .11 .01 4940.30 276.0 .0 276.0 .0 .0 85.8 .0 .8 .3 4940.30 '.04 AD 3.22 .00 .000 .035 .000 .000 4934.30 8.02 .002112 57. 57. 57. 0 0 0 .00 38.96 46.98 '*SECNO 1400.000 1400.000 3.86 4938.39 .00 .00 4938.57 .18 .12 .01 4940.53 276.0 .0 276.0 .0 .0 80.4 .0 .9 .4 4940.53 .04 .00 3.43 .00 .000 .035 .000 .000 4934.53 8.59 ' .002525 50. 50. 50. 0 0 0 .00 37.83 46.41 *SECNO 1450.000 ' 1450.000 3.76 4938.51 .00 .00 4938.71 .20 .13 .01 4940.75 276.0 .0 276.0 .0 .0 76.6 .0 1.0 .4 4940.75 .04 .00 3.60 .00 .000 .035 .000 .000 4934.75 8.99 ' .002884 50. 50. 50. 0 0 0 .00 37.02 46.01 *SECNO 1500.000 1500.000 3.67 4938.65 .00 .00 4938.87 .22 .15 .01 4940.98 276.0 .0 276.0 .0 .0 73.3 .0 1.1 .5 4940.98 .05 .00 3.76 .00 .000 .035 .000 .000 4934.98 9.35 .003249 50. 50. 50. 0 0 0 .00 36.30 45.65 *SECNO 1550.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.51 1550.000 3.67 4938.88 .00 .00 4938.98 .10 .10 .01 4941.21 ' 276.0 .0 276.0 .0 .0 107.4 .0 1.2 .5 4941.21 .05 .00 2.57 .00 .000 .035 .000 .000 4935.21 13.97 .001430 50. 50. 50. 2 0 0 .00 51.71 65.68 ' *SECNO 1575.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 1575.000 3.51 4938.83 .00 .00 4939.09 .26 .06 .05 4941.32 276.0 .0 276.0 .0 .0 67.8 .0 1.3 .6 4941.32 4.07 AD .000 .035 .000 .000 4935,32 9.97 .004029 25. 25. 25. 2 0 0 .00 35.07 45.03 1 t ' DIS 26JUN97 15:36:17 PAGE 12 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV 0 OLOB OCH OROB ALOB ACH ARDS VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST ' *SECNO 1625.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 ' 1625.000 3.56 4939.11 .00 .00 4939.22 .11 .12 .01 4941.55 276.0 .0 276.0 .0 .0 101.7 .0 1.4 .6 4941.55 .06 .00 2.71 .00 .000 .035 .000 .000 4935.55 9.76 .001666 50. 50. 50. 2 0 0 .00 50.60 60.36 *SECNO 1675.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .57 1675.000 3.34 4939.11 .00 .00 4939.42 .31 .14 .06 4941.77 ' 276.0 .0 276.0 .0 .0 62.0 .0 1.5 .7 4941.77 .06 .00 4.45 .00 .000 .035 .000 .000 4935.77 10.64 .005146 50. 50. 50. 2 0 0 .00 33.73 44.36 *SECNO 1700.000 1700.000 3.42 4939.30 .00 .00 4939.53 .23 .11 .01 4941.88 ' 251.0 .0 251.0 .0 .0 64.8 .0 1.5 .7 4941.88 .06 .00 3.87 .00 .000 .035 .000 .000 4935.88 10.31 .003770 25. 25. 25. 2 0 0 .00 34.38 44.69 ' *SECNO 1750.000 1750.000 3.38 4939.49 .00 .00 4939.73 .24 .19 .00 4942.11 ' 251.0 .0 251.0 .0 .0 63.3 .0 1.6 .7 4942.11 .07 .00 3.97 .00 .000 .035 .000 .000 4936.11 10.49 .004027 50. 50. 50. 2 0 0 .00 34.02 44.51 ' *SECNO 1787.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 ' 1787.000 3.45 4939.73 .00 .00 4939.84 .11 .09 .01 4942.28 251.0 .0 251.0 .0 .0 96.3 .0 1.6 .7 4942.28 07 .00 2.61 .00 .000 .035 .000 .000 4936,28 15.30 ' .001609 37. 37. 37. 2 0 0 .00 49.50 64.80 1 26JUN97 15:36:17 ' SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC *SECNO 1825.000 1825.000 3.33 4939.77 .00 .00 4939.93 251.0 .0 251.0 .0 .0 78.8 .00 3.19 .00 .000 .035 '07 .002638 38. 38. 38. 2 0 1850.000 '*SECNO 1850.000 3.23 4939.78 .00 .00 4940.05 251.0 .0 251.0 .0 .0 61.0 .08 .00 4.12 .00 .000 .035 .004729 25. 25. 25. 2 0 *SECNO 1900.000 ' 1900.000 3.23 4940.01 .00 .00 4940.30 251.0 .0 251.0 .0 .0 58.4 .08 .00 4.30 .00 .000 .035 .005037 50. 50. 50. 2 0 *SECNO 1950.000 1950.000 3.26 4940.27 .00 .00 4940.55 ' 251.0 .0 251.0 .0 .0 59.0 .08 .00 4.25 .00 .000 .035 .004880 50. 50. 50. 1 0 *SECNO 2000.000 2000.000 3.29 4940,52 .00 .00 4940.79 ' 251.0 .0 251.0 .0 .0 60.1 .09 .00 4.17 .00 .000 .035 .004637 50. 50. 50. 0 0 l*SECN0 2050.000 2050.000 3.34 4940.80 .00 .00 4940.97 251.0 .0 251.0 .0 .0 76.6 ' .09 .00 3.28 .00 .000 .035 .002715 50. 50. 50. 2 0 t HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .16 .08 .02 4942.44 .0 1.7 .8 4942.44 .000 .000 4936.44 16.01 0 .00 43.31 59.32 .26 .09 .03 4942.55 .0 1.8 .8 4942.55 .000 .000 4936.55 13.83 0 .00 35.11 48.94 .29 .24 .01 4942.78 .0 1.8 .8 4942.78 .000 .000 4936.78 11.08 0 .00 32.84 43.92 .28 .25 .00 4943.01 .0 1.9 .9 4943.01 .000 .000 4937.01 11.00 0 .00 33.01 44.00 .27 .24 .00 4943.23 .0 2.0 .9 4943.23 000 .000 4937.23 10.86 0 .00 33.27 44.14 .17 .17 .01 4943.46 .0 2.0 1.0 4943.46 000 .000 4937.46 10.63 0 .00 41.08 51.71 -0IG PAGE 13 26JUN97 15:36:17 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV G QLOB QCH OROB ALOB ACH ARDS VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST '*SECNO 2100.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE.RANGE, KRATIO = 1.71 ' 2100.000 3.31 4940.99 .00 .00 4941.05 .06 .07 .01 4943.68 251.0 .0 251.0 .0 .0 126.5 .0 2.1 1.0 4943.68 .10 .00 1.98 .00 .000 .035 .000 .000 4937.68 16.16 .000928 50. 50. 50. 0 0 0 .00 65.37 81.53 *SECNO 2150.000 13302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 ' 2150,000 3.09 4941.00 .00 .00 4941,16 .16 .07 .03 4943,91 251.0 .0 251.0 .0 .0 79.2 .0 2.3 1.1 4943.91 .10 .00 3.17 .00 .000 .035 .000 .000 4937.91 14.54 .002792 50. 50. 50. 2 0 0 .00 45.92 60.46 '*SECNO 2200.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .57 2200.000 2.91 4941.04 .00 .00 4941.46 .42 .23 .08 4944.13 251.0 .0 251.0 .0 .0 48.3 .0 2.3 1.1 4944.13 '.10 .00 5.19 .00 .000 .035 .000 .000 4938.13 12.35 .008489 50. 50. 50. 2 0 0 .00 30.30 42.65 '*SECNO 2250.000 2250.000 3.14 4941.50 .00 .00 4941.82 .32 .35 .01 4944.36 251.0 .0 251.0 .0 .0 55.6 .0 2.4 1.2 4944.36 '.11 .00 4.51 .00 .000 .035 .000 .000 4938.36 11.41 .005746 50. 50. 50. 2 0 0 .00 32.18 43.59 '*SECNO 2300.000 2300.000 3.22 4941.80 .00 .00 4942.09 .29 .27 .00 4944.58 251.0 .0 251.0 .0 .0 58.0 .0 2.5 1.2 4944.58 .11 .00 4.32 .00 .000 .035 .000 .000 "4938.58 11.12 .005114 50. 50. 50. 2 0 0 .00 32.77 43.88 D1 I PAGE 14 0 T) (8 26JUN97 15:36:17 PAGE 15 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV a OLDS QCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV ' TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST '*SECNO 2350.000 2350.000 3.32 4942.12 .00 .00 4942.31 .19 .21 .01 4944.80 251.0 .0 251.0 .0 .0 72.2 .0 2.5 1.3 4944.80 ' Al .00 3.411 .00 .000 .035 .000 .000 4938,80 16.07 .003474 50. 50. 50. 2 0 0 .00 42.87 58.93 '*SECNO 2400.000 2400.000 3.30 4942.33 .00 .00 4942.46 .13 .14 .01 4945.03 251.0 .0 251.0 .0 .0 88.5 .0 2.6 1.3 4945.03 .12 .00 2.84 .00 .000 .035 .000 .000 4939.03 16.15 ' .002283 50. 50. 50. 0 0 0 .00 52.31 68.46 *SECNO 2450.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.53 2450.000 3.22 4942.48 .00 .00 4942.53 .06 .07 .01 4945.26 251.0 .0 251.0 .0 .0 130.4 .0 2.8 1.4 4945.26 .13 .00 1.92 .00 .000 .035 .000 .000 4939.26 16.71 .000971 50. 50. 50. 0 0 0 .00 73.23 89.94 *SECNO 2500.000 ' 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .35 2500.000 2.88 4942.36 .00 .00 4942.74 .37 .11 .10 4945.48 ' 251.0 .0 251.0 .0 .0 51.1 .0 2.9 1.4 4945.48 .13 .00 4.91 .00 .000 .035 .000 .000 4939.48 15.57 .008102 50. 50. 50. 2 0 0 .00 33.87 49.43 ' *SECNO 2512.000 2512.000 2.89 4942.42 .00 .00 4942.86 .43 .10 .02 4945.53 251.0 .0 251.0 .0 .0 47.5 .0 2.9 1.4 4945.53 ' 13 .00 5.28 .00 .000 .035 .000 .000 4939.53 12.46 .008898 12. 12. 12. 0 0 0 .00 30.09 42.54 CCHV= .600 CEHV= .800 26JUN97 15:36:17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROS XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR ' *SECNO 2527.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.41 GLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 4944.60 ELREA= 4944.60 2527.000 2.90 4942.50 .00 .00 4942.98 .48 .09 .04 4939.60 243.0 .0 243.0 .0 .0 43.5 .0 2.9 1.5 4939.60 .13 .00 5.58 .00 .000 .035 .000 .000 4939.60 12.00 .004179 15. 15. 15. 2 0 0 .00 15.00 27.00 ' SPECIAL CULVERT L710 PAGE 16 SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT SCL ELCHU ELCHD 3 .013 .50 3.00 .00 5.00 .00 212.00 1 1 4940.67 4939.60 CHART 1 - CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE SCALE 1 - SQUARE EDGE ENTRANCE WITH HEADWALL *SECNO 2739.000 SPECIAL CULVERT OUTLET CONTROL EGIC = 4944.379 EGOC = 4944.671 PCWSE= 4942.501 ELTRD= 4955.000 1 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.50 SPECIAL CULVERT EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 4944.38 4944.67 1.69 0. 243. 4.369 58.9 4955.00 0. 1 ' 3495 OVERBANK AREA ASSUMED NONEFFECTIVE, ELLEA= 4955.00 ELREA= 4955.00 2739.000 3.71 4944.38 .00 .00 4944.67 .30 1.69 .00 4940.67 243.0 .0 243.0 .0 .0 55.6 .0 3.1 1.5 4940,67 ' .14 .00 4.37 .00 .000 .035 .000 .000 4940.67 12.00 .001846 212. 212. 212. 2 0 0 .00 15.00 27.00 'CCHV= .100 CEHV= .300 *SECNO 2754.000 2754.000 3.83 4944.57 243.0 .0 243.0 .15 .00 3.05 .002012 15. 15. .00 .00 4944.72 .14 .03 .02 4946.74 .0 .0 79.6 .0 3.2 1.5 4946.74 .00 .000 .035 .000 .000 4940.74 8.67 15. 2 0 0 .00 37.66 46.33 26JUN97 15:36:17 ' SECNO DEPTH CWSEL CRIWS WSELK EG Q GLOB QCH QROB ALOB ACH VLOB VCH VROB XNL XNCH 'TIME SLOPE XLOBL XLCH XLOBR ITRIAL IDC 2800.000 �SECNO 2800.000 3.72 4944.66 .00 .00 4944.82 243.0 .0 243.0 .0 .0 75.4 .00 3.22 .00 .000 .035 '.15 .002335 46. 46. 46. 0 0 SECNO 2850.000 2850.000 3.60 4944.77 .00 .00 4944.95 243.0 .0 243.0 .0 .0 70.9 .15 .00 3.43 .00 .000 .035 ' .002757 50. 50. 50. 0 0 *SECNO 2900.000 2900.000 3.51 4944.90 .00 .00 4945.10 243.0 .0 243.0 .0 .0 67.8 .16 .00 3.59 .00 .000 .035 ' .003126 50. 50, 50. 0 0 *SECNO 2950.000 2950.000 3.44 4945.06 .00 .00 4945.27 ' 243.0 .0 243.0 .0 .0 65.1 .16 .00 3.73 .00 .000 .035 .003488 50. 50. 50. 0 0 *SECNO 3000.000 3000,000 3.39 4945.23 .00 .00 4945.46 ' 243.0 .0 243.0 .0 .0 63.5 .17 .00 3.83 .00 .000 .035 .003742 50. 50. 50. 0 0 �SECNO 3050.000 3050.000 3.35 4945.42 .00 .00 4945.65 243.0 .0 243.0 .0 .0 62.1 ' .17 .00 3.92 .00 .000 .035 .003983 50. 50. 50. 0 0 1 HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .16 .10 .00 4946.94 .0 3.2 1.6 4946.94 .000 .000 4940.94 9.12 0 .00 36.75 45.88 .18 .13 .01 4947.17 .0 3.3 1.6 4947.17 .000 .000 4941.17 9.61 0 .00 35.78 45.39 .20 .15 .01 4947.39 .0 3.4 1.7 4947.39 .000 .000 4941.39 9.97 0 .00 35.06 45.03 .22 .16 .00 4947.62 .0 3.5 1.7 4947.62 .000 .000 4941.62 10.27 0 .00 34.45 44.73 .23 .18 .00 4947.84 .0 3.6 1.7 4947.84 .000 .000 4941.84 10.46 0 .00 34.07 44.54 .24 .19 .00 4948.07 .0 3.6 1.8 4948.07 .000 .000 4942.07 10.63 0 .00 33.73 44.37 Sao PAGE 17 1 26JUN97 15:36:17 ' SECNO DEPTH CWSEL a GLOB QCH VLOB VCH 'TIME SLOPE XLOBL XLCH �SECNO 3075.000 3075.000 3.30 4945.48 243.0 .0 243.0 '.17 .004776 .00 25. 4.38 25. 3090.000 �SECNO 3090.000 3.09 4945.34 243.0 .0 243.0 .17 .00 6.43 ' .009728 15. 15. r r r r r r r r r r r r CRIWS WSELK EG OROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .00 .00 4945.78 .30 .11 .02 4948.18 .0 .0 55.5 .0 3.7 1.8 4948.18 .00 .000 .035 .000 .000 4942.18 8.09 25. 2 0 0 .00 28.82 36.91 .00 .00 4945.98 .64 .10 .10 4948.25 .0 .0 37.8 .0 3.7 1.8 4948.25 .00 .000 .035 .000 .000 4942.25 5.80 15. 2 0 0 .00 18.39 24.20 ?a1 PAGE 18 26JUN97 15:36:17 Dov PAGE 19 11 THIS RUN EXECUTED 26JUN97 15:36:19 HEC-2 WATER SURFACE PROFILES ' Version 4.6.0; February 1991 ' NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST WSN-MCC APRIL 1997 LID SUMMARY PRINTOUT ISECNO XLCH Q ELMIN CWSEL DEPTH EG VCH TOPWID FRCH 782,000 .00 302.00 4931.60 4934.50 2.90 4934.72 3.77 39.20 .47 ' 4931.87 4934.72 2.85 4934.99 4.60 38.75 836.000 54.00 302.00 .48 * 900.000 64.00 302.00 4932.22 4934.61 2.39 4935.37 7.00 18.00 .80 Ime Q°ad• * 1000.000 105.00 302.00 4932.70 4936.14 3.44 4936.51 4.91 18.03 .47 (Abe( ' * 1020.000 20.00 302.00 4932.82 4936.16 3.34 4936.53 4.89 33.65 .64 1050.000 30.00 302.00 4932.96 4936.36 3.40 4936.71 4.72 34.18 .61 ' 1100.000 50.00 302.00 4933.18 4936.66 3.48 4936.98 4.52 34.85 .57 1131.000 31.00 302.00 4933.32 4936.82 3.50 4937.13 4.45 35.07 .56 ' 1146.000 15.00 276.00 4933.39 4936.86 3.47 4937.29 5.31 15.00 .50 1278.000 132.00 276.00 4933.98 4937.95 3.97 4938.29 4.63 15.00 .41 ' 1293.000 15.00 276.00 4934.05 4938.19 4.14 4938.33 3.01 40.14 .35 1350.000 57.00 276.00 4934.30 4938.29 3.99 4938.45 3.22 38.96 .38 ' 1400.000 50.00 276.00 4934.53 4938.39 3.86 4938.57 3.43 37.83 .42 1450.000 50.00 276.00 4934.75 4938,51 3.76 4938,71 3.60 37.02 .44 ' 1500.000 50.00 276.00 4934.98 4938.65 3.67 4938.87 3.76 36.30 .47 1550.000 50.00 276.00 4935.21 4938.88 3.67 4938.98 2.57 51.71 .31 '* * 1575.000 25.00 276.00 4935.32 4938.83 3.51 4939.09 4.07 35.07 .52 D9a 26JUN97 15:36:17 PAGE 20 ' SECNO XLCH 0 ELMIN CWSEL DEPTH EG VCH TOPWID FRCH '* 1625.000 50.00 276.00 4935.55 4939.11 3.56 4939.22 2.71 50.60 .34 * 1675.000 50.00 276.00 4935.77 4939.11 3.34 4939.42 4.45 33.73 .58 ' 1700.000 25.00 251.00 4935.88 4939.30 3.42 4939.53 3.87 34.38 .50 1750.000 50.00 251.00 4936.11 4939.49 3.38 4939.73 3.97 34.02 .51 ,* 1787.000 37.00 251.00 4936.28 4939.73 3.45 4939.84 2.61 49.50 .33 1825.000 38.00 251.00 4936.44 4939.77 3.33 4939.93 3.19 43.31 .42 ' 1850.000 25.00 251.00 4936.55 4939.78 3.23 4940.05 4.12 35.11 .55 1900.000 50.00 251.00 4936.78 4940.01 3.23 4940.30 4.30 32.84 .57 ' 1950.000 50.00 251.00 4937.01 4940.27 3.26 4940.55 4.25 33.01 .56 50.00 251.00 4937.23 4940,52 3.29 4940.79 4.17 33.27 .55 '2010,000 2050.000 50.00 4937.46 4940.80 3.34 4940.97 3.28 41.08 251.00 .42 '* 2100.000 50.00 251.00 4937.68 4940.99 3.31 4941.05 1.98 65.37 .25 * 2150.000 50.00 251.00 4937.91 4941.00 3.09 4941.16 3.17 45.92 .43 ,* 2200.000 50.00 251.00 4938.13 4941.04 2.91 4941.46 5.19 30.30 .72 2250.000 50.00 251.00 4938.36 4941.50 3.14 4941.82 4.51 32.18 .60 ' 2300.000 50.00 251.00 4938.58 4941.80 3.22 4942.09 4.32 32.77 .57 2350.000 50.00 251.00 4938.80 4942.12 3.32 4942.31 3.48 42.87 .47 ' 2400.000 50.00 251.00 4939.03 4942.33 3.30 4942.46 2.84 52.31 .38 * 2450.000 50.00 251.00 4939.26 4942.48 3.22 4942.53 1.92 73.23 .25 ,* 2500.000 50.00 251.00 4939.48 4942.36 2.88 4942.74 4.91 33.87 .70 2512.000 12.00 251.00 4939.53 4942.42 2.89 4942.86 5.28 30.09 .74 �* 2527.000 15.00 243.00 4939.60 4942.50 2.90 4942.98 5.58 15.00 .58 * 2739.000 212.00 243.00 4940.67 4944.38 3.71 4944.67 4.37 15.00 .40 4,_- 2754.000 15.00 243.00 4940.74 4944.57 3.83 4944.72 3.05 37.66 .37 2800.000 46.00 243.00 4940.94 4944.66 3.72 4944.82 3.22 36.75 .40 2850.000 50.00 243.00 4941.17 4944.77 3.60 4944.95 3.43 35.78 .43 26JUN97 ' SECNO ' 2900.000 2950.000 ' 3000.000 3050.000 ' 3075.000 3090.000 15:36:17 XLCH 0 ELMIN CWSEL DEPTH EG VCH TOPWID FRCH 50.00 243.00 4941.39 4944.90 3.51 4945.10 3.59 35.06 .45 50.00 243.00 4941.62 4945.06 3.44 4945.27 3.73 34.45 .48 50.00 243.00 4941.84 4945.23 3.39 4945.46 3.83 34.07 .49 50.00 243.00 4942.07 4945.42 3.35 4945.65 3.92 33.73 .51 25.00 243.00 4942.18 4945.48 3.30 4945.78 4.38 28.82 .56 15.00 243.00 4942.25 4945.34 3.09 4945.98 6.43 18.39 .79 -094 PAGE 21 26JUN97 15:36:17 gas PAGE 22 I SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 900.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE tARNING SECNO= 1000.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1020.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE EARNING SECNO= 1550.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1575.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ARNING SECNO= 1625.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE �ARNING SECNO= 1675.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1787.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE IARNING SECNO= 2100.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2150.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 'WARNING SECNO= 2200.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2450.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 'WARNING SECNO= 2500.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 2527.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ,WARNING SECNO= 2739.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE p 1 1 TRIBUTARY CHANNEL HEC-2 OUTPUT ' 08AUG97 09:12:39 1 '*w**,r*,r*,r****,►w*ww**,rw*,r**ww***+r+nr+r** HEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ' THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC WILLOW SPRINGS NORTH - TIMBERLINE ROAD PARALLEL CHANNEL - DEVELOPED CONDITION 'T1 T2 FILE:WSN-MCCN APRIL 1997 LIDSTONE & ANDERSON,INC. CLD PROJECT: CO-TST-35 T3 100-YEAR EVENT - DISCHARGE PER MASTER PLAN CRITERIA ' J1 ICHECK INO NINV IDIR STRT METRIC HVINS 0 0 2 0 0 0 0 0 0 ' J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1 0 -1 ' J3 VARIABLE CODES FOR SUMMARY PRINTOUT ' 38 39 43 42 1 8 3 NC 0.035 0.035 0,035 .1 .3 ' NH 3 0.035 33 0.013 37 0.035 70 Q100 = 69.6 CFS (139.2 ac * 0.5 cfs/ac) QT 1 69.6 ' MCCLELLANDS CHANNEL (100-YR WATER SURFACE ELEV.: 4936.14) ALL ELEVATIONS ARE 4900 PLUS THE GIVEN ELEVATION ' TYPICAL CROSS SECTION - 10-FT BOTTOM WIDTH, 4-FT CONC. PAN, 4H:1V SIDE SLOPE X1 1 6 0 70 0 0 0 GR 40.2 0 32.7 30 32.7 33 32.7 ' GR 40.2 70 X1 50 0 0 0 50 50 50 X1 100 0 0 0 50 50 50 ' X1 150 0 0 0 50 50 50 PAGE 1 THIS RUN EXECUTED 08AUG97 09:12:39 WSEL 36.14 CHNIM 26 FO ITRACE 4 68 37 32.7 40 0.126 0.126 0.126 O8AUG97 09:12:39 X1 200 0 0 0 50 50 X1 250 0 0 0 50 50 ' X1 300 0 0 0 50 50 X1 350 0 0 0 50 50 ' 0100'= 63.8 CFS (127.5 ac * 0.5 cfs/ac) GT 1 63.8 X1 400 0 0 0 50 50 NC 0.035 0.035 0.035 .6 .8 DOWNSTREAM FACE OF BATTLE CREEK DRIVE CULVERTS (4- 48-INCH RCPIS) X1 433 4 21 36 33 33 ' X3 10 GR 40.79 0 33.79 21 33.79 36 ' SC 4.013 .5 3 0 4 0 X1 553 4 21 36 120 120 X2 2 38.09 41.00 X3 10 GR 41.09 0 34.09 21 34.09 36 ' EXISTING CHANNEL (41 CONCRETE B.W. PER HARMONY CROSSING DESIGN) NH 3 0.035 20 0.013 24 0.035 X1 596 4 0 44 43 43 GR 39.21 0 34.21 20 34.21 24 ' GT 1 23.6 HARMONY CROSSING 100-YEAR DISCHARGE X1 650 0 0 0 54 54 X1 700 0 0 0 50 50 X1 750 0 0 0 50 50 X1 1 800 0 0 0 50 50 PAGE 2 50 50 50 50 50 0.126 0.126 0.126 0.126 0.126 33 37.79 37.79 40.79 57 120 1.1 34.09 33.79 120 41.00 41.00 41.09 57 44 43 39.21 54 50 50 50 44 0.146 0.135 0.135 0.135 08AUG97 09:12:39 PAGE 3 850 0 0 0 50 50 50 0.135 900 0 0 0 50 50 50 0.135 950 0 0 0 50 50 50 0.135 1000 0 0 0 50 50 50 0.135 1 08AUG97 09:12:39 SECNO DEPTH CWSEL CRIWS WSELK EG Q OLOB OCH GROG ALOB ACH TIME VLOB VCH VROB XNL XNCH ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC *PROF 1 CCHV= .100 CEHV= .300 1490 NH CARD USED *SECNO 1.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 1.000 3.44 36.14 .00 36.14 36.15 ' 69.6 .0 69.6 .0 .0 81.7 .00 .00 .85 .00 .000 .033 .000131 0. 0. 0. 0 0 *SECNO 50.000 50.000 69.6 3.32 .0 36.15 69.6 .00 .0 .00 .0 36.16 77.3 .02 .00 .90 .00 .000 .033 .000152 50. 50. 50. 0 0 *SECNO 100.000 100.000 3.20 36.15 .00 .00 36.17 69.6 .0 69.6 .0 .0 73.0 ' .03 .00 .95 .00 .000 .033 .000177 50. 50. 50. 0 0 ' *SECNO 150.000 150.000 3.08 36.16 .00 .00 36.18 69.6 .04 .0 .00 69.6 1.01 .0 .00 .0 .000_ 68.9 .033 .000207 50. 50. 50. 0 0 ' *SECNO 200.000 200.000 2.97 36.17 .00 .00 36.19 69.6 .0 69.6 .0 .0 64.9 .00 1.07 .00 .000 .033 '.06 .000242 50. 50. 50. 0 0 *SECNO 250.000 250.000 2.85 36.18 .00 .00 36.20 69.6 .0 69.6 .0 .0 61.1 .07 .00 1.14 .00 .000 .033 .000285 50. 50. 50. 0 0 HV HL ARDS VOL XNR WTN ICONT CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST .01 .00 .00 40.20 .0 .0 .0 40.20 .000 .000 32.70 16.24 0 .00 37.52 53.76 .01 .01 .00 40.33 .0 .1 .0 40.33 000 .000 32.83 16.72 0 .00 36.56 53.28 .01 .01 .00 40.45 .0 .2 .1 40.45 .000 .000 32.95 17.20 0 .00 35.61 52.80 .02 .01 .00 40.58 .0 .3 .1 40.58 .000 .000 33.08 17.67 0 .00 34.67 52.33 .02 .01 .00 40.70 .0 .3 .2 40.70 .000 .000 33.20 18.13 0 .00 33.74 51.87 .02 .01 .00 40.83 .0 .4 .2 40.83 .000 .000 33.33 .18.59 0 .00 32.82 51.41 PAGE 4 I 08AUG97 09:12:39 r SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH ARDS VOL TIME VLOB VCH VROB XNL XNCH XNR WTN ' SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR '*SECNO 300.000 300.000 2.74 36.20 .00 .00 36.22 .02 69.6 .0 69.6 .0 .0 57.4 .0 .00 1.21 .00 .000 .033 .000 '.08 .000335 50. 50. 50. 0 0 0 350.000 '*SECNO 350.000 2.63 36.21 .00 .00 36.24 .03 69.6 .0 69.6 .0 .0 54.0 .0 .09 .00 1.29 .00 .000 .033 .000 .000396 50. 50. 50. 0 0 0 ' *SECNO 400.000 400.000 2.53 36.23 .00 .00 36.26 .02 63.8 .0 63.8 .0 .0 50.7 .0 .10 .00 1.26 .00 .000 .033 .000 ' .000393 50. 50. 50. 0 0 0 CCHV= .600 CEHV= .800 ' *SECNO 433.000 3495 OVERBANK AREA ASSUMED NONEFFECTIVE, ELLEA= 37.79 ELREA= 433.000 2.45 36.24 .00 .00 36.29 .05 63.8 .0 63.8 .0 .0 36.8 .0 .11 .00 1.73 .00 .000 .035 .000 ' 000502 33, 33. 33, 0 0 0 ' SPECIAL CULVERT OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST .02 .00 40.96 .5 .2 40.96 .000 33.46 19.04 .00 31.92 50.96 .02 .00 41.08 .5 .3 41.08 .000 33.58 19.48 .00 31.04 50.52 .02 .00 41.21 .6 .3 41.21 .000 33.71 19.91 .00 30.18 50.09 FtAvT .01 .02 33.79 .6 .3 33.79 .000 33.79 21.00 .00 15.00 36.00 SC CUNO CUNV ENTLC COFQ RDLEN RISE SPAN CULVLN CHRT 4 .013 .50 3.00 .00 4.00 .00 120.00 1 ' CHART 1 - CONCRETE PIPE CULVERT; NO BEVELED RING ENTRANCE SCALE 1 - SQUARE EDGE ENTRANCE WITH HEADWALL ' *SECNO 553.000 r r r r SCL 1 PAGE 5 ELCHU ELCHD 34.09 33.79 08AUG97 09:12:39 ' SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q GLOB QCH GROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR ,SPECIAL CULVERT OUTLET CONTROL EGIC = 35.692 EGOC = 36.382 PCWSE= 36.244 ELTRD= 41.000 'SPECIAL CULVERT GLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD WEIRLN 35.69 36.38 .09 0. 64. 1.902 50.3 41.00 0. M3495 OVERBANK AREA ASSUMED NON -EFFECTIVE, ELLEA= 41.00 ELREA= 41.00 553.000 2.24 36.33 .00 .00 36.38 .06 .09 63.8 .0 63.8 .0 .0 33.5 ' .12 .00 1.90 .00 .000 .035 .000 .000 .000686 120. 120. 120. 2 0 0 .00 '1490 NH CARD USED *SECNO 596.000 1 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .61 596.000 2.16 36.37 .00 .00 36.45 .09 .05 63.8 .0 63.8 .0 .0 27.1 .0 .8 .13 .00 2.36 .00 .000 .032 .000 .000 .001873 43. 43. 43. 1 0 0 .00 *SECNO 650.000 650.000 2.18 36.53 .00 .00 36.54 .01 .05 23.6 .0 23.6 .0 .0 27.6 .0 .8 .00 .85 .00 .000 .032 .000 .000 '.15 .000243 54. 54. 54. 2 0 0 .00 *SECNO 700.000 700.000 2.05 36.55 .00 .00 36.56 .01 .01 23.6 .0 23.6 .0 .0 25.1 .0 .8 .00 .94 .00 .000 .031 .000 .000 .000311 50. 50. 50. 2 0 0 .00 .00 34.09 .4 34.09 34.09 21.00 15.00 36.00 .02 39.21 .4 39.21 34.21 11.41 21.19 32.59 .04 39.36 .4 39.36 34.36 11.30 21.41 32.70 .00 39.49 .4 39.49 34.49 11.78 20.43 32.22 PAGE 6 r 08AUG97 09:12:39 rSECNO DEPTH CWSEL CRIWS WSELK EG a GLOB GCH OROB ALOB ACH r TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC r*SECNO 750.000 750.000 1.94 36.56 .00 .00 36.58 23.6 .0 23.6 .0 .0 22.7 .00 1.04 .00 .000 .031 '.18 .000404 50. 50. 50. 0 0 800.000 r*SECNO 800.000 1.82 36.58 .00 .00 36.60 23.6 .0 23.6 .0 .0 20.5 .00 1.15 .00 .000 .031 .000523 50. 50. 50. 0 0 *SECNO 850.000 r 850.000 1.72 36.61 .00 .00 36.64 23.6 .0 23.6 .0 .0 18.6 .20 .00 1.27 .00 .000 .031 r.000676 50. 50. 50. 0 0 *SECNO 900.000 900.000 1.62 36.65 .00 .00 36.68 r 23.6 .0 23.6 .0 .0 16.8 .21 .00 1.40 .00 .000 .031 r.000867 50. 50. 50, 0 0 *SECNO 950.000 950.000 1.53 36.70 .00 .00 36.73 ' 23.6 .0 23.6 .0 .0 15.4 .22 .00 1.54 .00 .000 .030 .001097 50. 50. 50. 0 0 ' *SECNO 1000.000 1000.000 1.46 36.76 .00 .00 36.80 r 23.6 .0 23.6 .0 .0 14.2 .23 .00 1.66 .00 .000 .030 r r r r r .001337 50. 50. 50. 1 0 HV HL OLOSS L-BANK ELEV ARDS VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .02 .02 .00 39.63 .0 .9 .5 39.63 .000 .000 34.63 12.27 0 .00 19.46 31.73 .02 .02 .00 39.76 .0 .9 .5 39.76 .000 .000 34.76 12.72 0 .00 18.55 31.28 .03 .03 .00 39.90 .0 .9 .5 39.90 .000 .000 34.90 13.15 0 .00 17.69 30.85 .03 .04 .00 40.03 .0 .9 .5 40.03 .000 .000 35.03 13.55 0 .00 16.90 30.45 .04 .05 .00 40.17 .0 .9 .5 40.17 .000 .000 35.17 13.91 0 .00 16.18 30.09 .04 .06 .00 40.30 .0 1.0 .6 40.30 .000 .000 35.30 14.20 0 .00 15.61 29.80 PAGE 7 08AUG97 09:12:39 PAGE 8 THIS RUN EXECUTED 08AUG97 09:12:39 HEC-2 WATER SURFACE PROFILES Version 4.6.0; February 1991 ' NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST 100-YEAR EVENT - DISCHA SUMMARY PRINTOUT ' SECNO XLCH 0 ELMIN CWSEL DEPTH EG VCH TOPWID ' 1.000 .00 69.60 32.70 36.14 3.44 36.15 .85 37.52 50.000 50.00 69.60 32.83 36.15 3.32 36.16 .90 36.56 ' 100.000 50.00 69.60 32.95 36.15 3.20 36.17 .95 35.61 150.000 50.00 69.60 33.08 36.16 3.08 36.18 1.01 34.67 200.000 50.00 69.60 33.20 36.17 2.97 36.19 1.07 33.74 250.000 50.00 69.60 33.33 36.18 2.85 36.20 1.14 32.82 300.000 50.00 69.60 33.46 36.20 2.74 36.22 1.21 31.92 350.000 50.00 69.60 33.58 36.21 2.63 36.24 1.29 31.04 ' 400.000 50.00 63.80 33.71 36.23 2.53 36.26 1.26 30.18 433.000 33.00 63.80 33.79 36.24 2.45 36.29 1.73 15.00 553.000 120.00 63.80 34.09 36.33 2.24 36.38 1.90 15.00 * 596.000 43.00 63.80 34.21 36.37 2.16 36.45 2.36 21.19 ' 650.000 54.00 23.60 34.36 36.53 2.18 36.54 .85 21.41 700,000 50.00 23.60 34.49 36.55 2.05 36.56 .94 20.43 ' 750.000 50.00 23.60 34.63 36.56 1.94 36.58 1.04 19.46 800.000 50.00 23.60 34.76 36.58 1.82 36.60 1.15 18.55 850.000 50.00 23.60 34.90 36.61 1.72 36.64 1.27 17.69 FRCH .10 .11 .12 .13 .14 .15 .16 .17 .17 .19 .22 .37 .13 .15 .17 .19 .22 08AUG97 09:12:39 ' SECNO XLCH 0 ELMIN CWSEL ' 900.000 50.00 23.60 35.03 36.65 950.000 50.00 23.60 35.17 36.70 1000.000 50.00 23.60 35.30 36.76 1 1 1 1 1 1 1 1 1 DEPTH EG VCH TOPWID FRCH 1.62 36.68 1.40 16.90 .25 1.53 36.73 1.54 16.18 .28 1.46 36.80 1.66 15.61 .31 PAGE 9 OBAUG97 09:12:39 PAGE 10 I SUMMARY OF ERRORS AND SPECIAL NOTES ' WARNING SECNO= 196*010 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 t APPENDIX E STORM SEWER HYDRAULIC GRADELINE CALCULATION L 1 1 nomm Lidstone & Anderson -Inc. W... *--. w 6.r.wultl OH.Ylbllb [J((IOW 5 ✓ire ko,/A CI-83,5 qi 607-5T35 FEATURE CHECKED BY DATE SHEET OF 50(4 morq of 56-m Sewer hyk-au lte_ f1i Siam 5et�r 5T�1 15-7nCl ItD5 j � = 50,aR D)5 hydravlic 9radel,ne= 4 'q4, 4 ('Mle(W5 �6mcl , 59'661 a139 , File: u15 muk jWeIt r4 = 4g4q. I t 6115 Pf (heoJ Ion, See 4ppe"dix A) = 4144, 5 5 pond too-yr. CIS = q Rq7, o 5�vrm Sewer STT-b IBinch 05 --3, ?0-10 nD5 4k1aly5l9 cv mple%,,J a-,> pO 4 L%XT 'w a�,a(y�►�. h��ravlic 9radZline a� oAl (Port 3Ga) , 4140 (� VAe, 3xw) hydra�lc �radelr►ea� Snlc� Gq _ �1q�ll.o (IJc�e 3ao�l) hjA✓aoltc 9rc�ekie_ of Mil 6A = 4943 (Node- 3000�) h j �ctvl(c � p�elneer ,rticf 4(4,J3W) yq�9,e (cde 3db&o) � 9 %or ewer ST-8 15 inch AD5 I L = 45, 7 ff an6(pt5 eornpl eW a5 i ✓4 of finaljSiS b15 hfJ�, ol(c 9relmn = 4q%,3 (Node Sex 0 , Sec � 553 APpeN�tXD) ub hyJouito�)r�efwc = d931-3 (,"e 3000a) Pond 100-YeW5 = 4110 Node 300(019) 5�orm Sewer 5T 9 3oir%ch kqq , L- 4o`{ Ft art dpo 1;(Iot,) DJ5 hyd�livl►c 9rc+d c(�ne = qq 3(,, 4 (moel6s) -lrt h. Gunnel , 5e4'ion 5% , �p,�encltx D) hgAmulic 9rn8el�ne afm' qR � qW, 5 bt)jewee- Node a) Ale W%-NCVf oor� .w... .............. .... 11�.M.1. W10W 5 (05 NA C 1-1) og 9 7 Cor5T35 FEATURE jCHECKED BY DATE SHEET OF Ha(rhoflq C(ro55tri MQ( fim oI't Ea I rn1 bey line load a4„Kc0 (�'�KG 35, 1 Exi5h j 441 L. F, awnel w I Cp v4e pan. lnvs E" -n�-yg35,5b PrepoSeel �oq L,F 30" RCP and 43 L,F. Channel to ievhmn 510ee : O,aB 0/0 env, : '( 48"FOP fla�mvn g134.05 Cro55� y ae{ find The eztsh►( oLA II �or �h { ovmml &otnitk� (Wenhol Powtc1 t 5 a M "RCP 06A Pla-.6f0 ci jr,i55-1 n,( dlawte I kJ fh o q - 4 0 ve• e pah. The p(goSeJ (ViDJAc4noll A)>fu (( Wa)jd ex4eaJ & (eH# o� 4 e 5Ioe-m 4o4 P'ee� a�,�woblc( leave 4 � Peof of oreri d r(ne(• Ile de5tgh tAeg /, fv have vlo adver% rvIl paof on 4%e 44reavo ev J &; �e 4-fqo,,� Crcmr c,44 (I pipe . �X15�1�iq i�Or�u1�U�� rlYla� 5(9 _ .. �?tav = J3& CA (harmony '&v55rvt)'P.0,D lbmrc(h IP1445 ,�kecf 5[31) �(hec6gv1Gl �lydvauly- r4Jelwe was ccdcolafed v5(n) q5C-a (Fr(C; W5r(-MCcN CVT, P�eydx D) q•1 5eefivil lcw, 4e wAcr5or�a[eele✓ahon �136-7& The ptpe Aldraoltc raidine- V)a5Ca(cvlaW J51ny OD5eoer (Q,P�l1ydr^aa(�c aKal�g,3 MOM G le . W5 A - Nc�x, Jar) lere-oh vl" fhe _ jJva0Irc r� aael,rie o� 4538,1q F+,m91. IProye� Co►uicfio'l al 5( _ the 4taYi l A�draul(c 9�ai4t(teio- a- 4e- dovJviS+reom W o-- ge, oropo5ee1 exlewwvi was obfa(mt -F,-om -Nne 5a(me �6C-a2 (e a� 5ec�on Sq& , fleet,Xt�e►-5vrftpe ce elev = gN,57. �eQlpe h�draJltc was Ca<<JIa;Ed US►hq� UD��e� C•�(e : Ix�Sr�- I�cPQ,ovT) fhe (e5)b o•�fho- UDSewei Iywly5h l�t"ca;<e art v, 4reaM 111ege a( 4ere (h rio adveoe, (rhk, t Ma5%er �r1 �ISci1ar (too= 38�gcs �d�So�S�a�i Sec FIPPehdrx D) The pipe, oo5calculaieA u6ij UD5ewe,- (file; W5N-9CMP,0uT), The reudk A(coJd aw v Sid ream h ra�l�c 9rude(�nc �19`l0, t . , Whtcl� 15 lowee- 44ri ire loo-yrjesgo W,5.ele✓, of 4540,81. �3 liLtow Springs North -- Harmony Crossing Existing Outlet COTST35 8-8-97 L&A Inc. CLD File: HSN-HCEX.DA7 1 12 ', 20 2 2 , 1 , .85 , 500 500 .2 , N 1 10o tiar�nony CtldGuflef 1.4 , 28.5 10 , .786 n 31 I���� lAl 017 2, 4941.8 0 1 , 23 , 0 , 0 , 0 D15e+�d of Qx�S+. a��r1eCP 23.6,0, 1.0, .60 , 0 , 0 , 0 , 0 , 0 3, 4941.8 , 23 , 1 34 , 0 ,0 , 0 Ukend of 123*6, 0, 1 "0, .60 0, 0, 0, 0, 0 4, 4941.8 , 34 , 0 , 0 , 0 , 0 , 0 wfiCFp6j ,dote iD GCLOJrc turCplmce 1057 23.6,0, 1.0, .60 , 0 , 0 , 0 , 0 , 0 2 23, 54.2, 0.30, 4937.50 , .013 , 1 , 0 , 1 , 24 , 0 — 5)(14 adrr)2(-D 134, 0.1, 0.30, 4937.50 , .013 ,0.25 , 0 , 1 , 24 , 0— CD,Ctoaj pipes9mekr foaccow14;rektfnaCe I055. F1 L� ' STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL lildn Pod Um2f �Q(�t�/ ��055�n �VtJq Developed by Dr. James Guo, Civil Eng. Dept, U. of Colorado at Denver^ondiTlUY1 Metro Denver Cities/Counties & UDFCD Pool Fund Study EX15� �q SER:LIDSTONE AND ANDERSON- FT COLLINS COLORADO .............................. ON DATA 08-08-1997 AT TIME 09:23:52 VERSION=03-26-1994 '** PROJECT TITLE :Willow Springs North -- Harmony Crossing Existing Outlet *** RETURN PERIOD OF FLOOD IS 100 YEARS ' RAINFALL INTENSITY FORMULA IS GIVEN *** SUMMARY OF SUBBASIN RUNOFF PREDICTIONS --------------------------------------------------------------------- TIME OF CONCENTRATION MANHOLE BASIN OVERLAND GUTTER BASIN RAIN I PEAK FLOW ID NUMBER AREA * C To (MIN) Tf (MIN) TC (MIN) INCH/HR CIS --------------------------------------------------------------------- 2.00 0.60 0.00 0.00 0.00 4.75 2.85 3.00 0.60 0.00 0.00 0.00 4.75 2.85 ' 4.00 0.60 0.00 0.00 5.00 39.33 23.60 THE SHORTEST DESIGN RAINFALL DURATION IS FIVE MINUTES �ENVER CRITERIA WAS NOT USED TO CHECK THE COMPUTATED Tc. ** SUMMARY OF HYDRAULICS AT MANHOLES ---------------------------------------------------------------------------- MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS ID NUMBER AREA * C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION /�/• CIS %.� I �1YoM �c1 MINUTES INCH/HR CIS FEET l 5eco^ loop -------------------------------------------------------------- �OK 2.00 0.00 0.00 0.00 23.60 4941.80 4 3.00 1.20 5.00 19.67 23.60 4941.80 4937.92 OK 4.00 0.60 5.00 39.33 23.60 4941.80 4938.14 OK �K MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION *** SUMMARY OF SEWER HYDRAULICS u15 h' g on ' NOTE: THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= .85 ------------------------------------------------------------------------------- SEWER MAMHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ' ID NO. ID NO. (IN) (FT) (IN) (FT) (IN) (FT) (IT) ------------------------------------------------------------------------------- 23.00 3.00 2.00 ROUND 30.56 33.00 24.00 0.00 34.00 4.00 3.00 ROUND 30.56 33.00 24.00 0.00 DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES IMENSION UNITS FOR BOX SEWER ARE IN FEET EDUIRED DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. UGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, �XISITNG SIZE WAS USED ------------------------------------------------------------------------------- SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW 0 FULL 0 DEPTH VLCITY DEPTH VLCITY VLCITY NO. NUMBER CIS CIS FEET FPS FEET FPS FPS ------------------------------------------------------------------------------- ' 23.0 23.6 12.4 2.00 7.51 1.71 8.25 7.51 0.00 V-OK ' 34.0 23.6 12.4 2.00 7.51 1.71 8.25 7.51 0.00 V-OK 65h / J IROUDE NUMBER=O INDICATES THAT A PRESSURED FLOW OCCURS SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM ---------------------------------------------------------------------- % (FT) (FT) (FT) (FT) 23.00 0.30 4935.50 4935.34 4.30 4.46 OK 34.00 0.30 4935.50 4935.50 4.30 4.30 OK K MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 1 FEET I** SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------- SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW 1D NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION FEET FEET FEET FEET FEET FEET ------------------------------------------------------------------------------- 1 23.00 54.20 54.20 4937.50 4937.34 4937.92 4936.76 PRSS'ED 34.00 0.10 0.10 4937.50 4937.50 4938.14 4937.92 PRSS'ED �RSSIED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUSCRITICAL FLOW ** SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS ----------------------------------------------------------------------- UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT FT K COEF LOSS FT K COEF LOSS FT ID FT -------------------------------------------------------------------------- 23.0 3.00 4938.80 2.04 1.00 0.00 0.00 0.00 2.00 4936.76 34.0 4.00 4939.02 0.00 0.25 0.22 0.00 0.00 3.00 4938.80 BEND LOSS =BEND K* FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K*INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE ' NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION.. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. 1** SUMMARY OF EARTH EXCAVATION VOLUME FOR COST ESTIMATE. ----THE TRENCH SIDE SLOPE _--------------1 --------------------- MANHOLE GROUND INVERT MANHOLE ID NUMBER ELEVATION ELEVATION HEIGHT ' FT FT FT -------------------------------- 2.00 4941.80 4935.34 ---------------------------------------- 6.46 3.00 4941.80 4935.50 6.30 ' 4.00 4941.80 4935.50 6.30 ------------------------------------------------------------------------- SEWER UPST TRENCH WIDTH DNST TRENCH WIDTH TRENCH WALL EARTH ID NUMBER ON GROUND AT INVERT ON GROUND AT INVERT LENGTH THICKNESS VOLUME FT FT FT FT FT INCHES CUBIC YD ----------------------------------------------------------------------------- 23.00 12.10 4.50 12.42 4.50 54.20 3.00 96.9 34.00 12.10 4.50 12.10 4.50 0.10 3.00 0.2 KOTAL EARTH VOLUME FOR SEWER TRENCHES = 97.10189 CUBIC YARDS EARTH VOLUME WAS ESTIMATED TO HAVE BOTTOM WIDTH=DIAMETER OR WIDTH OF SEWER + 2 * B B=ONE FEET WHEN DIAMETER OR WIDTH -48 INCHES B=TWO FEET WHEN DIAMETER OR WIDTH >48 INCHES IF BOTTOM WIDTH <MINIMUM WIDTH, 2 FT, THE MINIMUM WIDTH WAS USED. BACKFILL DEPTH UNDER SEWER WAS ASSUMED TO BE ONE FOOT SEWER WALL THICKNESS=EQIVLNT DIAMATER IN INCH/12 +1 IN INCHES ED. ' BACKFILL DEPTH UNDER SEWER WAS ASSUMED TO B �I J KiLLow Springs North -- Harmony Crossing w/ Outlet Extension COTST35 8-8-97 L&A Inc. CLD File: WSN-HCPR.DAT 1 12 , 20 2 2 , 1 , .85 , 500 , 500 .2 ,N '1 100 1.4 , 28.5 10 .786 4 '1, 4937.2 0 1 12 0 0 0 l�ISCHd �(c�OSr� ���CfiDS 23.6,0, 1.0,.6000000 2, 4941.8 12 1 23 0 0 0 23.6, 0, 1"0, .60 0 0 0 0 0 nQ 1 3, 4941.8 , 23 , 1 , 34 , 0 ,0 , 0 ��5 e�dexi5}�n1� �CP 23.6, 0, 1.0, .60 , 0 0 0 0 0 4, 4941.8 34 0 0 0 0 0 �/j(�,(ir/A' �i �tIQCLG��1� 4r&r�qyUbl059 23.6, 0, 1.0, .60, 0, 0, 0 , 0 , 0 03 u r -File. ON -We, Df-T �4(nml &Ox�lf� Pad Oel POP"d CA1G{�1�OVsl 12, 404. , 0.26, 4937.77 , .011 1 , 0 1 , 30 0 — -P-OeoLSj ?j0" 23, 54.2, 0.30, 4937.50 , .013 ,0.05 , 0 1 , 24 0 — 15-M-1n A11 )2CP /1 LI' 34, 0.1, 0.30, 4937.50 , .013 ,0.25 , 0 1 , 24 0 — 60A(CpaI plpeilp a at(vu,4 Ar 10f ,l 6 /0,5t, �8 STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL Developed by Dr. James Guo, Civil Eng. Dept, U. of Colorado at Denver Metro Denver Cities/Counties & UDFCD Pool Fund Study �I�; W��. ����• �J� SER:LIDSTONE AND ANDERSON- FT COLLINS COLORADO .............................. N/I/l/ 'x� Ppt. 044 ON DATA 10-01-1997 AT TIME 09:13:51 VERSION=03-26-1994 I ** PROJECT TITLE :Willow Springs North -- Harmony Crossing w/ Outlet Extension *** RETURN PERIOD OF FLOOD IS 100 YEARS RAINFALL INTENSITY FORMULA IS GIVEN *** SUMMARY OF SUBBASIN RUNOFF PREDICTIONS ------------------------ --------------------- ------------------------ TIME OF CONCENTRATION MANHOLE BASIN OVERLAND GUTTER BASIN RAIN I PEAK FLOW ID NUMBER AREA * C To (MIN) Tf (MIN) Tc (MIN) INCH/HR CFS --------------------------------------------------------------------- 1.00 0.60 0.00 0.00 0.00 4.75 2.85 2.00 0.60 0.00 0.00 0.00 4.75 2.85 3.00 0.60 0.00 0.00 0.00 4.75 2.85 4.00 0.60 0.00 0.00 5.00 39.33 23.60 SHORTEST DESIGN RAINFALL DURATION IS FIVE MINUTES �HE ENVER CRITERIA WAS NOT USED TO CHECK THE COMPUTATED Tc. *** SUMMARY OF HYDRAULICS AT MANHOLES --------------------------------------------------------------------- NHOLE AREAS*ICG RAINFALL AINFALL DURATION INTENSITY GN PEAKIFLOW ELEVATION D WATER ELEVATION COMMENTS n'S ��� l.f Ie '�5� M Nj 1 XS IDANUMBER �l ll`EcC59G CFS FEET FEET -- ----------------------MINUTES---INCH/HR--- 1.00 ------------------------------------ 0.00 0.00 0.00 23.60 4937.20 4936.37 OK 2.00 1.80 5.00 13.11 23.60 4941,80 4937.24 OK 3.00 1.20 5.00 19.67 23.60 4941.80 4937.92 OK 4.00 0.60 5.00 39.33 23.60 4941.80 4938.14 OK OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION \ eXl� Cvndi �1vn/1 I** SUMMARY OF SEWER HYDRAULICS NOTE: THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= .85 ---------------------------------------------------------------------------- SEWER MAMHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ID N0. ID N0. (IN) (FT) (IN) (FT) (IN) (FT) (FT) ----- ---------- ---------- --------- 12.00 2.00 1.00 ---------- ---------- ---------- ---------- ROUND 29.49 30.00 30.00 0.00 23.00 3.00 2.00 ROUND 30.56 33.00 24.00 0.00 34.00 4.00 3.00 ROUND 30.56 33.00 24.00 0.00 �IMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. fSUGEDUIRED GESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISTTNG SIZE WAS USED 1------------------------------------------------------------------------------- SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ID FLOW 0 FULL a DEPTH VLCITY DEPTH VLCITY VLCITY N0. ' NUMBER CFS CFS FEET FPS FEET FPS FPS ------------------------------------------------------------------------------- 12.0 23.6 24.8 1.95 5.75 1.65 6.86 4.81 0.72 V-OK 23.0 23.6 12.4 2.00 7.51 1.71 8.25 7.51 0.00 V-OK 34.0 23.6 12.4 2.00 7.51 1.71 8.25 7.51 0.00 V-OK IFROUDE NUMBER=O INDICATES THAT A PRESSURED FLOW OCCURS SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ' ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM % (FT) (FT) (FT) (FT) ---------------------------------------------------------------------- 12.00 23.00 0.26 0.30 4935.27 4934.22 4935.50 4935.34 4.03 4.30 0.48 4.46 OK NO 34.00 0.30 4935.50 4935.50 4.30 4.30 OK OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 1 FEET 1*** SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------ SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION ----FEET-- FEET FEET FEET FEET FEET ---------------------------------------------------------- 12.00 404.00 0.00 4937.77 4936.72 4937.24 4936.37 SUBCR 23.00 54.20 54.20 4937.50 4937.34 4937.92 4937.24 PRSS'ED 34.00 0.10 0.10 4937.50 4937.50 4938.14 4937.92 PRSSIED IPRSSIED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW '*** SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------- UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT FT K COEF LOSS FT K COEF LOSS FT ID FT ------------------------------------------------------------------------------- 1 12.0 2.00 4937,75 1.38 1.00 0.00 0.00 0.00 1.00 4936.37 23.0 3.00 4938.80 1.01 0.05 0.04 0.00 0.00 2.00 4937.75 34.0 4.00 4939.02 0.00 0.25 0.22 0.00 0.00 3.00 4938.80 1 BEND LOSS =BEND K* FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K*INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. 1*** SUMMARY OF EARTH EXCAVATION VOLUME FOR COST ESTIMATE. THETRENCH - SIDE - - SLOPE ------- - 1 -------------------------------------------- MANHOLE GROUND INVERT MANHOLE ID NUMBER ELEVATION ELEVATION HEIGHT 1.00 ------FT---------T--------FT-- 4937.20 4934.22 2.98 2.00 4941.80 4935.27 6.53 3.00 4941.80 4935.50 6.30 4.00 4941.80 4935.50 6.30 r-q 1 ------------------------------------------------------------------------------ SEWER UPST TRENCH WIDTH DNST TRENCH WIDTH TRENCH WALL EARTH ID NUMBER ON GROUND AT INVERT ON GROUND AT INVERT LENGTH THICKNESS VOLUME CUBIC YD -- -------------FT--------FT--------FT---------FT--------FT----INCHES 12.00 11.98 5.08 4.88 5.08 404.00 3.50 526.7 23.00 12.10 4.50 12.42 4.50 54.20 3.00 96.9 ' 34.00 12.10 4.50 12.10 4.50 0.10 3.00 0.2 TOTAL EARTH VOLUME FOR SEWER TRENCHES = 623.7912 CUBIC YARDS �ARTH VOLUME WAS ESTIMATED TO HAVE BOTTOM WIDTH=DIAMETER OR WIDTH OF SEWER + 2 * B B=ONE FEET WHEN DIAMETER OR WIDTH <=48 INCHES B=TWO FEET WHEN DIAMETER OR WIDTH >48 INCHES IF BOTTOM WIDTH <MINIMUM WIDTH, 2 FT, THE MINIMUM WIDTH WAS USED. BACKFILL DEPTH UNDER SEWER WAS ASSUMED TO BE ONE F00T SEWER WALL THICKNESS=EQIVLNT DIAMATER IN INCH/12 +1 IN INCHES D. BACKFILL DEPTH ii 1 I 1 1 00 C1 Willow Springs North -- HC POND w/Rev. Outlet & MP Discharge �OTST35 8-8-97 L&A Inc. CLD File: WSN-HCMP.DAT 1 12 , 20 2 2 , 1 .85 500 500 .2 ,N 1 100 1.4 , 28.5 10 .786 4 1, 4937.2 0 1 12 0 0 0 38.8, 0, 1.0, .60 0 0 0 0 0 2, 4941.8 12 1 23 0 0 0 38.8, 0, 1.0, .60 0 0 0 0 0 3, 4941.8 23 1 34 0, 0 0 38.8, 0, 1.0, .60 , 0 0 0 0 0 4,4941.8340 0 000 38.8, 0 1.0, .60 , 0 0 0 0 0 3 12, 404., 0.26, 4937.77 .011 1 0 1 , 30 , 0 23, 54.2, 0.30, 4937.50 .013 ,0.05 0 1 , 24 , 0 34, 0.1, 0.30, 4937.50 .013 ,0.25 0 1 , 24 , 0 ii 1 11 u 4e: WN-gempl Iw d o(ony CYo55. PW OAS fro os� �c�en w �Mas�cr �(an 'DiSc�a�� c STORM SEWER SYSTEM DESIGN USING UDSEWER MODEL Developed by Dr. James Guo, Civil Eng. Dept, U. of Colorado at Denver Metro Denver Cities/Counties & UDFCD Pool Fund Study , le, QM - 04p, 00'r SER:LIDSTONE AND ANDERSON- FT COLLINS COLORADO.............................. flarrnan� Cro55�rt ON DATA 10-01-1997 AT TIME 09:14:51 VERSION=03 26 1994 'Pro'001 ** PROJECT TITLE :Willow Springs North -- HC POND w/Rev. Outlet & MP Discharge VW/ MAf/ P�i�1 VlS��QyyL *** RETURN PERIOD OF FLOOD IS 100 YEARS J RAINFALL INTENSITY FORMULA IS GIVEN *** SUMMARY OF SUBBASIN RUNOFF PREDICTIONS --------------------------------------------------------------------- TIME OF CONCENTRATION MANHOLE BASIN OVERLAND GUTTER BASIN RAIN I PEAK FLOW ID NUMBER AREA * C To (MIN) Tf (MIN) Tc (MIN) INCH/HR CFS --------------------------------------------------------------------- 1.00 0.60 0.00 0.00 0.00 4.75 2.85 2.00 0.60 0.00 0.00 0.00 4.75 2.85 3.00 0.60 0.00 0.00 0.00 4.75 2.85 4.00 0.60 0.00 0.00 5.00 64.67 38.80 THE SHORTEST DESIGN RAINFALL DURATION IS FIVE MINUTES �ENVER CRITERIA WAS NOT USED TO CHECK THE COMPUTATED Tc. *** SUMMARY OF HYDRAULICS AT MANHOLES ---------------------------------------------------------------------- MANHOLE CNTRBTING RAINFALL RAINFALL DESIGN GROUND WATER COMMENTS 'f ID NUMBER AREA * C DURATION INTENSITY PEAK FLOW ELEVATION ELEVATION �15 ry.�'I.i (Sec�PendlX� ----------------------MINUTES---INCH/HR--- CFS FEET FEET ------------------------------------ - 1.00 0.00 0.00 0.00 38.80 4937.20 4936.37 OK ' 2.00 1.80 5.00 21.56 38.80 4941.80 4939,29 OK 3.00 1.20 5.00 32.33 38.80 4941.80 4939.60 OK 4.00 0.60 5.00 64.67 38.80 4941.80 4940.19 OK OK MEANS WATER ELEVATION IS LOWER THAN GROUND ELEVATION F** SUMMARY OF SEWER HYDRAULICS NOTE: THE GIVEN FLOW DEPTH -TO -SEWER SIZE RATIO= .85 ------------------------------------------------------------------------------ SEWER MAMHOLE NUMBER SEWER REQUIRED SUGGESTED EXISTING ID NUMBER UPSTREAM DNSTREAM SHAPE DIA(RISE) DIA(RISE) DIA(RISE) WIDTH ID N0. ID NO. (IN) (FT) (IN) (FT) (IN) (FT) (FT) --------------------------------------- ----- ----- ----- ----- ----- --------- 12.00 2.00 1.00 ROUND 35.53 36.00 30.00 0.00 23.00 3.00 2.00 ROUND 36.83 42.00 24.00 0.00 34.00 4.00 3.00 ROUND 36.83 42.00 24.00 0.00 'DIMENSION UNITS FOR ROUND AND ARCH SEWER ARE IN INCHES DIMENSION UNITS FOR BOX SEWER ARE IN FEET ,REQUIRED DIAMETER WAS DETERMINED BY SEWER HYDRAULIC CAPACITY. SUGGESTED DIAMETER WAS DETERMINED BY COMMERCIALLY AVAILABLE SIZE. FOR A NEW SEWER, FLOW WAS ANALYZED BY THE SUGGESTED SEWER SIZE; OTHERWISE, EXISITNG SIZE WAS USED 1------------------------------------------------------------------------------- SEWER DESIGN FLOW NORMAL NORAML CRITIC CRITIC FULL FROUDE COMMENT ' ID FLOW 11 FULL 11 DEPTH VLCITY DEPTH VLCITY VLCITY N0. Ir IPW OP 4ggo, 91 �o NUMBER CFS CFS FEET FPS FEET FPS FPS ------------------------------------------------------------------------------- 12.0 38.8 24.8 2.50 7.90 2.09 8.85 7.90 0.00 V-OK 23.0 38.8 12.4 2.00 12.35 1.91 12.54 12.35 0.00 V-OK 34.0 38.8 12.4 2.00 12.35 1.91 12.54 12.35 0.00 V-OK 'FROUDE NUMBER=O INDICATES THAT A PRESSURED FLOW OCCURS ---------------------------------------------------------------------- SEWER SLOPE INVERT ELEVATION BURIED DEPTH COMMENTS ID NUMBER UPSTREAM DNSTREAM UPSTREAM DNSTREAM % (FT) (FT) (FT) (FT) ---------------------------------------------------------------------- 12.00 0.26 4935.27 4934.22 4.03 0.48 NO 23.00 0.30 4935.50 4935.34 4.30 4.46 OK 34.00 0.30 4935.50 4935.50 4.30 4.30 OK OK MEANS BURIED DEPTH IS GREATER THAN REQUIRED SOIL COVER OF 1 FEET 1"." SUMMARY OF HYDRAULIC GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------- ---- SEWER SEWER SURCHARGED CROWN ELEVATION WATER ELEVATION FLOW ID NUMBER LENGTH LENGTH UPSTREAM DNSTREAM UPSTREAM DNSTREAM CONDITION ----FEET-- FEET FEET FEET FEET FEET ------------------------------------------------ ---------- 12.00 404.00 404.00 4937.77 4936.72 4939.29 4936.37 PRSS'ED 23.00 54.20 54.20 4937.50 4937.34 4939.60 4939.29 PRSS'ED 34.00 0.10 0.10 4937.50 4937.50 4940.19 4939.60 PRSS'ED 'PRSS�ED=PRESSURED FLOW; JUMP=POSSIBLE HYDRAULIC JUMP; SUBCR=SUBCRITICAL FLOW ** SUMMARY OF ENERGY GRADIENT LINE ALONG SEWERS ------------------------------------------------------------------------------- UPST MANHOLE SEWER JUNCTURE LOSSES DOWNST MANHOLE SEWER MANHOLE ENERGY FRCTION BEND BEND LATERAL LATERAL MANHOLE ENERGY ID NO ID NO. ELEV FT FT K COEF LOSS FT K COEF LOSS FT ID FT ------------------------------------------------------------------------------- '12.0 2.00 4940.26 3.89 1.00 0.00 0.00 0.00 1.00 4936.37 23.0 3.00 4941.97 1.58 0.05 0.12 0.00 0.00 2.00 4940.26 34.0 4.00 4942.56 0.00 0.25 0.59 0.00 0.00 3.00 4941.97 BEND LOSS =BEND K* FLOWING FULL VHEAD IN SEWER. LATERAL LOSS= OUTFLOW FULL VHEAD-JCT LOSS K*INFLOW FULL VHEAD FRICTION LOSS=O MEANS IT IS NEGLIGIBLE OR POSSIBLE ERROR DUE TO JUMP. FRICTION LOSS INCLUDES SEWER INVERT DROP AT MANHOLE ' NOTICE: VHEAD DENOTES THE VELOCITY HEAD OF FULL FLOW CONDITION. A MINIMUM JUCTION LOSS OF 0.05 FT WOULD BE INTRODUCED UNLESS LATERAL K=O. FRICTION LOSS WAS ESTIMATED BY BACKWATER CURVE COMPUTATIONS. 1*** SUMMARY OF EARTH EXCAVATION VOLUME FOR COST ESTIMATE. THE TRENCH SIDE ----------------------------- SLOPE = ------------------------------------------------- 1 MANHOLE GROUND INVERT MANHOLE ID NUMBER ELEVATION ELEVATION HEIGHT 1.00 ------FT--------FT--------FT-- 4937.20 4934.22 2.98 2.00 4941.80 4935.27 6.53 3.00 4941.80 4935.50 6.30 4.00 4941.80 4935.50 6.30 E(4 SEWER UPST TRENCH WIDTH DNST TRENCH WIDTH TRENCH WALL EARTH NUMBER ON GROUND AT INVERT ON GROUND AT INVERT LENGTH THICKNESS VOLUME 'ID FT- FT- _- ---FT- - INCHES CUBIC YD -__-__- - - 12.00 11.98 ---FT 5.08 -- - 4.88 -FT 5.08 404.00 3.50 526.7 ' 23.00 12.10 4.50 12.42 4.50 54.20 3.00 96.9 34.00 12.10 4.50 12.10 4.50 0.10 3.00 0.2 TOTAL EARTH VOLUME FOR SEWER TRENCHES = 623.7912 CUBIC YARDS ARTH VOLUME WAS ESTIMATED TO HAVE BOTTOM WIDTH=DIAMETER OR WIDTH OF SEWER + 2 * B B=ONE FEET WHEN DIAMETER OR WIDTH <=48 INCHES 'B=TWO FEET WHEN DIAMETER OR WIDTH >48 INCHES IF BOTTOM WIDTH <MINIMUM WIDTH, 2 FT, THE MINIMUM WIDTH WAS USED. BACKFILL DEPTH UNDER SEWER WAS ASSUMED TO BE ONE FOOT SEWER WALL THICKNESS=EQIVLNT DIAMATER IN INCH/12 +1 IN INCHES D. BACKFILL DEPTH 1 1 City of Ft. Collins, Colorado UTILITY PLAN APPROVAL �' t eavawED _ i• (r_�• CHECKED B ` ee woeeeaiv. om ':I / I' � Woer ...te.eo Vtwty wb a CHECKED B CHECKED By sb .m.etee VV4t1 Vs4 v s Aeeneuee wte CHECKED BY: - CHECKED Be _ _ _ _ _ _ / 11 69s/ - HCI _ . .. _ ... WC I � / �; A95E• 5 4 ----- �� ---- - T e T I rH rME C r. 1 l / A Z3 \ _ W r \F yal I - wz � 2 ` _ - O 0 / / 1 11 4951 sa i ROSEM - Af7 Y CT ' _ 77 y s< , I zz 15 - _ --- x> 'C , — / °s' - mcu 0x57, t NY J� / KEN ; k r V ELgNOD���� 9g z J a p J d cc 2 F- z F O O U z z O z O EE cr d W cn p z o a Lu z z a p 4 ply V fl 4so WJ .I 1- rz X5A O F' L4 to Xr - Q X66No cm II M24 X, „J / l VA w _ .- W _ , XOAof I It; � � o uj .. _. I ., _KKK_ - .... ..� _IIIIIow/ II ' J.. `p' /I �^ ✓ • *cam �� j� / yvl. I .. oa iI — — — - IV I yssy Ra ' 42 B RCP I I 477ZeCgEEK �.• �Xy .,J •I •,. 62 30G I ( I I LEGEND e zz N dV z a J a � J 7 a 2 z Z F o O O z z U) O O _z cc a W Z o Q a Z Q 0 City of Ft Collins, Colorado m UTILITY PLAN APPROVAL TST, INC. APPVQCHECK Eo � CHECKED e CHCL � ♦ 0 . 6-OOJ l0-695-OHI J w CHECKED 9 Ey D 6/2J 9J �u/sv v a nv4O tt� cnEc Lo BY w CHEEKFO 6. I SWUM MODEL SCHEMATIC DI/ 42 IS LEGEND 62 84 - �i .R eo GENERAL NOTES DETENTION POND SUMMARY STATISTICS DETENTION POND 350 9 5/8 INC, CIA. ORIFICE 100-YEAR DISCHARGE = 41 CPS ACTIVE VOLUME 1.13 AC -FT MAX. W.S. ELEV, = 4907.0 MIN. FREEBOARD = 1.0 FT. DETENTION POND 360 17 1/2 IN. CIA. ORIFICE 100-YEAR DISCHARGE = 10.0 CFS ACTIVE VOLUME - 1.08 AC -FT MAX. W.S. ELEV. c 4903.0 MIN. FREEBOARD - iD FT. DETENTION POND 352 11 1/2 IN. DIA. ORIFICE 100-YEAR DISCHARGE = 6,9 CPS ACTIVE VOLUME c 1.61 AC -FT MAX. W.S. CLEF. a 6900.9 MIN. FREEBOARD - 1.1 FT. AfAC FILL ,o..R —WSN „rR,.RR, Rt's OXS 8WMM MODEL BASIN DELINEATION AND SCHEMATIC DIAGRAM IA