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Travertine - Madison Extension Btw Ave 60 and 62
,1 HYDROLOGY, HYDRAULICS AND DRAINAGE-CONCEPT STUDY ' . FOR j MADISON STREET IMPROVEMENT PROJECT Ctva>( 10A LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA Sm� i September 2002 ' .� Pre ared or: P . Steven W. DeLateur, Esq. Travertine Corporation 45 -025 Manitou Drive, Sutie 9 i Indian Wells, CA 92210 Prepared by: Tettemer and Associates A Division of The Keith Companies �Tettem & Associates ' C O n e u I•ery t (1 8 -9 fl g..i n e.e r 6 ... '1 i i; r ,o rct , {" � r . i,(Ay � } 2 �. 4�r r't � ,�, 1 � ry,jfµ''I � � i � � t e HYDROLOGY, HYDRAULICS AND '" DRAINAGE CONCEPT STUDY FOR MADISON STREET IMPROVEMENT PROJECT LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA September 2002 Prepared for: • ' Steven W. DeLateur, Esq. Travertine Corporation ! 45 -025 Manitou Drive, Suite 9 ' Indian Wells, CA 92210 Prepared by: Tettemer and Associates r A.Division of The Keith Companies - i TABLE' OF CONTENTS L' •INTRODUCTION ............................................................................................................... I 1..1. SCOPE OF STUDY ............................................................ ...................................... I 1.3. DESCRIPTION OF PROJECT ELEMENTS ..................................................... 2 2. HYDROLOGY 2 ....................... ..................................................................................... ....... 2.1.- GENERAL .............................................................................................................. 2 2.3. HYDROLOGIC ANALYSIS ................................................................................... 3 2.4.. RESULTS OF HYDROLOGIC STUDIES ........................................ ................... 6 3. HYDRAULICS ......................................... ........................................................................... 6 3.1 ' HEC-RAS MODEL ................................................................................................ 7 3.4... FLOOD ROUTING ANALYSIS ........................................................................... 8 4. SEDIMENTATION ............................................................................................................ 10. S. CONCLUSION ............ .. ............. 10 6. FIGURES ..................................................................................................... ..................... 11 APPENDIX A-SITE PHOTOGRAPHS APPENDIX B-HYDROLOGIC ANALYSES APPENDIX C-HYDRAULIC ANALYSES 1� K\l 1.0191.00\doc\Repqq_Rev2 t 1 1 1 1 I f INTRODUCTION 1.1. Scope of Study This report presents the results of a hydrologic, hydraulic and drainage concept study performed for the proposed Madison Street Improvement Project (Project): The Project consists of the extension of Madison Street from Avenue 60 to Avenue 62. The Project is located in the City of La Quinta, on the westerly side of State Route 86 (SR -86), in T6S, R7E in Riverside-County, California. The Project is situated on the easterly slopes of the Santa Rosa Mountains, among several natural drainage courses. See Figure 1- Location Map. Madison Street currently ends at Avenue 60 on the north side of a flood control levee known as Dike No. 4. Travertine Development project is a 909 acre golf . course and residential development that is planned for construction on a site located between Avenue 60 and Avenue 62, west of Madison Street. The Project will provide public access to the Travertine Development project. See Figure 1- Location Map.. 1.2. Purpose The alignment for the proposed Project will cross over Dike No. 4 south of -Avenue 60 as well as two drainage courses including Devil Canyon and Middle Canyon. The City of La Quinta requires that the Project be protected during a- 100 -year flood event. The purpose of this study is to: • Establish the 100 -year existing condition peak flow discharges at- -the Project site; • Determine. maximum 100 -year peak water surface elevation along the alignment of the proposed Project; • Develop a drainage system to protect the project during a100- year-stonn event; and • Determine that the construction of the Project will not have an adverse impact to the flood storage capacity of Dike No. '4. This analysis assumes that the peak 100 -year flows from the future Travertine Development project flowing into Dike No. 4 will be reduced to be at or below the existing condition 100 -year discharges, and that the Travertine project will detain any increase in runoff onsite. It is our understanding that hydrology study for the Travertine Development Project has not yet been prepared. i K \110191.00 \doc\Report Rev2 1 '. 1.3. Description of Project Elements ' The Project will consist of a roadway fill starting from its intersection with Avenue 60 continuing southerly, ending at the its intersection with future extension of Avenue 62. The entire length of roadway will be made of compacted fill.: The top of the roadway on Dike No. 4 will be of elevation 25, the same level as Dike No. 4.. The top of roadway from the Dike to its intersection with future Avenue 62' will be above the maximum 100 -year water surface elevation. The ' materials for, construction of roadway fill will be provided by excavating the f borrow areas adjacent to roadway. alignment.. See Figure 3 for a conceptual plan view of the roadway alignment and borrow sites locations. Two drainage culverts will be constructed to convey 100 -year flows through the . roadway embankment. The first culvert will be 'a 14.25'. wide by 9.17' high t Reinforced Concrete Arch (RCA) at Station 42 +197.62 and the second culvert a 14'wide by 3.07' high RCA at Station 23 +21.26. The Coachella Valley Water District (District) wishes to increase its groundwater I recharge program in the vicinity of the project. In conjunction with this program, the project also will include construction of two recharge basins on the west side and one on the east side of the proposed roadway. During storm events, the runoff from the tributary drainage areas will flow through the recharge basins. 1 Flows exceeding the capacity of the recharge basins will be conveyed by the basins overflow spillways toward the storage area behind Dike No. 4. The recharge basins spillways will perform as a drainage system for conveyance of storm flows along the west side of the roadway. The overflow spillways were sized to convey the entire 100 -year flow for Middle Canyon. Percolation capacity of the recharge basins has not been considered as part of the flood routing analysis, nor for sizing of the culverts or the capacity analysis for Dike No. -4. The ' recharge basins will be. constructed on two parcels owned by the District, each located on the either "side of Madison Street south of Dike No. 4. �11 . 2. HYDROLOGY i 2.1. General, 1 Dike No. 4 is part of a flood control levee system (West and East Dikes) that I provides flood protection for Coachella Valley from the Standard Project Flood (SPF) runoff from drainage watersheds on the eastern slopes of the Santa Rosa j Mountains: Three natural drainage: courses are tributary to Dike No. 4. They are Devil, Middle and Toro Canyons. See Figure 2, Hydrology Map. Dike No. 4 begins at the mountains on the southeast of Toro Canyon and extends northwesterly to the hills of Devil Canyon west of Madison Street and Avenue 60. ' The drainage courses directly tributary to the reach of the proposed Madison K1110191.00ldoc\Report _Rev2. 2 2.2 2.3 Street improvements are Devil Canyon and a portion of Middle Canyon. Toro Canyon Watershed will not .impact the proposed street improvements. Although Dike No. 4 is designed to provide flood protection during -a SPF event, the City of La Quinta will only require the proposed roadway improvements be protected up to and during a 10'0 -year storm event. It is also necessary to demonstrate to the District that the roadway improvement will not adversely impact the available storage volume behind Dike No..4. Impact of Roadway Fill to Storage Capacity of Dike No._4 The impact of the proposed Project to the storage capacity behind Dike No. 4 was examined by computing the: total roadway embankment fill volume above existing ground and the total excavation cut volume below existing ground for -the borrow site areas. The limits of the volume calculations are from the upstream face of the Dike to the existing ground contour at elevation 25'. The results of the earthwork volume calculations are summarized in Table 1, below: Table .1 Summary of Roadway Earthwork Volume Calculations The comparison of these results indicates that construction of proposed roadway will not reduce the storage capacity of Dike No. 4 and, therefore, will not have any adverse. impact to the function of the Dike.. Hydrologic Analysis A hydrology study was performed to compute 100 -year, 6 -hour peak flows for the drainage areas tributary to the proposed Project. The 100 -year, 6 -hour peak flow rates and flood hydrograph.volumes were used for the hydraulic analysis of the K \110191.00 \doc\Report Rev2 Total Cut Below Total Fill above Location Existing -Grade Ground c c Roadway from Sta. 10 +80.00 . 1,900 155,100 to Dike No. 4 . Borrow Sites 1 through 8 169,400 — Total 171,300 155,100 The comparison of these results indicates that construction of proposed roadway will not reduce the storage capacity of Dike No. 4 and, therefore, will not have any adverse. impact to the function of the Dike.. Hydrologic Analysis A hydrology study was performed to compute 100 -year, 6 -hour peak flows for the drainage areas tributary to the proposed Project. The 100 -year, 6 -hour peak flow rates and flood hydrograph.volumes were used for the hydraulic analysis of the K \110191.00 \doc\Report Rev2 5 3 5 rl drainage culverts and for computing maximum water surface elevation along the alignment of the proposed roadway. a. Drainage Boundaries Drainage boundaries for Devil and Middle Canyons tributary to the proposed Project were delineated using the digital topographic map dated March 2002, provided by The Keith Companies. The topo map showed two existing drainage ditches, one along future alignment of Avenue 62 running west easterly and another along the future alignment of Jefferson Street. These two ditches intercept flows from the watersheds and divert them along a 325 -acre parcel, herein after called Area "A ", bounded by future Avenue 62 on the south, future Jefferson Street on the west, Avenue 61 on the north and Proposed Madison Street on the. east. The size and limits of these two drainage ditches were verified in the field. Photos of the drainage ditches are included in Appendix A. A hydraulic analysis was performed to determine the capacity of these drainage ditches. The results of the analysis showed that the drainage ditch along the west side of area "A" has the capacity to carry 5,700 cfs and the ditch along the south side of area "A" has the capacity to.carry 7,300 cfs. The capacity of these drainage ditches are far greater than the 100 -year peak discharges of 4,798.5 cfs for Devil Canyon and 4,807.3 cfs.for Middle Canyon. These drainage ditches, therefore, have sufficient capacity to intercept and convey 100 -year peak flows (see Table 4 Section 2.4 for 100 - year peak discharges) around Area "A ". Consequently, the total drainage runoff tributary to the proposed RCA... Culverts at Station 23 +21.26 during a.100 -year storm event is limited to flows from approximately one half of Area "A ". A detailed description of the hydraulic analysis for the drainage ditches is included in Section 3.3 of this report. b. 100 -Year Storm The hydrology study performed for the Project examined the Devil Canyon and Middle Canyon watersheds tributary to the Project. The study used the Synthetic Unit Hydrograph procedure as defined in the Riverside County Flood Control and Water Conservation District Hydrology Manual (Hydrology Manual). Rainfall data for the 100- year,-&hour storm were obtained. from National Oceanic and Atmospheric Administration (NOAA) Atlas 2, K \110191.00 \doc\Report Rev2 0 Volume XI — California, 1973. The CIVILD Riverside County Unit Hydrograph Program was used to perform the Synthetic Unit Hydrograph computations. The hydrologic characteristics of Devil Canyon and Middle Canyon Watersheds are summarized in Table 2, below: Table 2 Hydrologic Characteristics for 100 -Year Storm Event • Drainage ' (1) RCFC & WCD Hydrology Manual, Plate E -6.1 Subarea Area Runoff % 6 -Hour Slope' Lag ac Index Impervious Rainfall (ft /mi) Time t (in) ' (hr.) . (ac) . (sq- "A" i Lca= Length along *longest watercourse, measured upstream to a point opposite the centroid of the area in mile; . Devil 6,502.4 10.2 88 0 2.81 472 0.71 Middle '5,856 9.2 88 0 2.81 .866 0.57 Area 325 0.51 88 0 2.81 171.9 0.29 «A» discharges for Devil and Middle Canyons, respectively. Notes:' ' (1) RCFC & WCD Hydrology Manual, Plate E -6.1 (2) NOAA, Atlas 2, V. X1 Cal. 1973 (3) Flood studies for East and West Dikes in Coachella -Valley area, prepared by Bechtel Corporation, San Francisco, October 1991, Table 1, P.11. (4) Lag (hrs.) =24n [L.Lca/5 %2].38 t a n--The Mannings "n" valve--0.035 ' L= Length of longest watercourse,in miles; 6 miles, Devil Canyon; 7 miles, Middle Canyon; 1.22 miles, Area "A" i Lca= Length along *longest watercourse, measured upstream to a point opposite the centroid of the area in mile; . 2.3 miles, Devil Canyon; 1.5 miles, Middle. Canyon; 0.67 miles, Area "A ". - S= overall slope of longest watercourse between headwaters & collection point (ft/mile), see Note 3, above. c. Bulkina Factors t A bulking factor analysis was performed for use in the hydraulic analysis of the drainage culverts in accordance with the procedures specified in the Riverside County Flood Control and Water Conservation District Hydrology Manual. Bulking factors of 1.74 and 1.75 were applied to the 100 -year peak discharges for Devil and Middle Canyons, respectively. Subarea D (yd.3 /mi.2) Bulking Factor, Fb Devil 89,000 1.74 Middle 90,000 1.75 Area "A" 90,000 1.75 *D Design storm debris production rate for the study area; Fb =1+ D /120 000 :2.4.. Results of Hydrologic Studies Figure 2 shows the watershed subarea designations; node -numbers, and watercourses. Table 4, below, summarizes the results of the hydrology study. Appendix B contains the hydrologic calculations. Table 4 ' Results of Hydrology Study as 3. HYDRAULICS The hydraulic analyses performed for this study include HEC -RAS modeling for the drainage culvert at Station 23 +21.26, flood routing analysis for culvert at Station 42 +97.62, broad- crested weir analysis for the recharge basins overflow spillways, and normal depth calculations for determining the capacity of the drainage ditches along the south and west sides of Area "A ". The Manning's "n" values used for all of the hydraulic- analyses. were: K \110191.00 \doc\Report Rev2 6 Node Drainage Stream Number Area 100 -year Peak Flow Name Location (cfs) (ac) (cfs) Unbulked Bulked Devil Canyon Between. 2 6,502.4 4,798.5 8,357.4 Avenue 60 and Avenue 61 Middle Between 3 5_,856 4,807.3 8,412.7 Canyon Avenue 61 and Avenue 62 Area "A" Between 325 378.7 663 Jefferson and _ Madison Streets as 3. HYDRAULICS The hydraulic analyses performed for this study include HEC -RAS modeling for the drainage culvert at Station 23 +21.26, flood routing analysis for culvert at Station 42 +97.62, broad- crested weir analysis for the recharge basins overflow spillways, and normal depth calculations for determining the capacity of the drainage ditches along the south and west sides of Area "A ". The Manning's "n" values used for all of the hydraulic- analyses. were: K \110191.00 \doc\Report Rev2 6 r 0.014 for reinforced concrete culverts; 0.030 for earthen channels and ditches; and a 0.035 for riprap lined channels The hydraulic analyses performed as part of this study were limited to a planning level study and for conceptually sizing the required facilities. Design level drawings for the facilities indicated in the following sections, will be prepared by The Keith Companies and submitted to the District under a separate cover. 3.1 HEC -RAS Model HEC -RAS computer model was used for the hydraulic analysis channel upstream and downstream of the RCA culvert at Station 23 +21.26. The peak 100 -year ponding elevation behind Dike No. 4 was calculated to be at elevation 23.26', and was used as the upstream boundary condition for the model. The drainage area tributary to this culvert is the southern half of Area "A" (see Figure 5). A bulked 100 -year discharge rate of 332 cfs (one half of the total 100 - year bulked peak discharge for Area "A ", Table 4, Section 2.4) was used for the an The locations of the HEC -RAS cross - sections used in this analysis are shown on Figure 6.. The input and output computer printout for the HEC -RAS model is included in Appendix C. The following table provides a summary of the results of the HEC -RAS model for this culvert: Table 5 Summary of HEC -RAS Analysis Station Discharge (cfs) Velocity (fps). Flow Depth (ft.) 105 +20.0. 332 4.77 0.35 100 +18.0 332 14.00 1.10 100 +00.0 332 4.25 4.88 99 +57.5 Culvert — — 99 +15.0 332 3.37 6.16 . 98 +97.0 332 1.53 6.98 3.2 Broad - Crested Weir Analysis Broad - crested overflow spillways were used for conveyance .of flows between the recharge. basins. A discharge rate of 8,413 cfs with a weir coefficient of 2.65 was . used for sizing the-spillway.' All overflow spillways will be 250' long with a maximum design operation head of 5.5'. A typical cross section of the spillway is, shown on Figure 4. K \110191.00 \doc \Report_Rev2 7 9 I t 1 r I 1 3.3 3.4 Normal Depth Analysis The capacity of the drainage ditches along the west and south sides of Area "A" were examined by measuring the width, depth and slope and using normal depth calculation method. The 100 -year ponding level behind Dike No. 4 (elevation 23.26') will not.extend into the limits of the existing ditches; therefore, the normal depth calculation method was found to be appropriate for determining the approximate capacity of the ditches. The location of the drainages ditches and location of the typical section taken for the capacity study are shown on Figure 5, attached. The results of the capacity analysis -for these two drainage ditches are tabulated in Table 6, below: -Table 6 Hydraulic Capacity Analysis Location Minimum Depth Side Slope Slope Capacity. Base Width (ft.) (ft. /ft.) (cfs) (ft.) West of Area 18.3 7 Left Right 0.015 9,020. 17:1 2.2:1 "A" South of Area 35.6 7 3:1 23.3:1 0.028 14,264 "A" The result of this analysis indicate that the existing drainage ditch along the west side of the Area "A" will have sufficient capacity to convey the 100 -year " discharge of 4,798.5 cfs from Devil Canyon and the drainage ditch along the south side of area "A" will also have sufficient capacity to convey 100 -year discharge of 4,807.3 cfs from Middle Canyon. Flood Routing Analysis A flood routing analysis was performed to determine the adequacy of the . 171 "x110" kCA culvert and the peak 100 -year water surface elevation. behind Dike No. 4. The 100 -year, 6 -hour hydrographs for Devil Canyon and Middle Canyon were combined and a hydrographic with a peak discharge of 9,605.8 cfs was routed through the culvert. The base topographic map dated March 2002, showing the proposed Madison Street fill and proposed borrow sites cuts, was used for stage - storage computation. 100 -year debris yield of 439.45 ac -ft. for Devil Canyon and 744.46 ac -ft. for Middle Canyon were prorated on a percentage of storage volume basis from elevation —15 to elevation 20' in the stage - storage capacity analyses. K\1 10191.00\doc\Report_Rev2 8' Table 7 Stage - Storage Data For the Area Upstream of Proposed Madison Street Behind Dike No. 4 (Basin No. .1) Elevation ft) Storage ac -ft -15 0 -10 67.34 -5 93.22 0 203.21 5 291.52 10 488.99 15 644.85 20 1,007.36 25 1,487.28 *Included 439.45 ac -ft. of sediment in the storage calculations Table 8 Stage- Storage Data For the Area Between Madison Street and 62nd Avenue Behind Dike No. 4 (Basin No. 2) Elevation ft Storage* ac -ft -15 0 -10 5.60 -5 34.20 0 86.61 5 151.05 10 239.49 15 351.02 20 462.55 25 711.08 *Includes 744.46 ac -ft. of sediment in the storage calculations The discharge rates for the 171" x 110" RCA culvert for use in "the stage- discharge calculations were taken from the capacity analysis of a 12.2 ft. diameter pipe, which has an equal cross sectional area of the arch culvert. An entrance coefficient of 0.1 was used for discharge calculations. USEPA -SWMM computer model (XP- SWMM2000 developed by XP Software, Inc.) was used for flood routing calculations. The model considered rising water downstream of Madison Street as the tail -water condition for discharge capacity of the arch culvert in the 1 L00\doc\Report_Rev2 :. 9. 1 routing calculations. The culvert length of 232.70 feet, a slope of 0.0387, upstream invert elevation of 6', downstream invert elevation of 15' and a Manning's coefficient of 0.014 were used for the discharge computations. The results of flood routing analysis indicated that the maximum water surface elevation during a 100 -year, 6 -hr event, assuming 100 -year sediment in place, is at elevation 23.26 feet. The printout of the -input and output data for the routing analysis is included in Appendix B of the report. 4. SEDIMENTATION The U.S. Army Corps of-Engineers, Debris Method (2000) was used for computing 100 - year debris yields from the tributary drainage areas. 100 -year discharges of 4,798:5, cfs and 4,807.3 cfs were used for Devil and Middle Canyon, respectively. A Fire Factor of 6.0 (less than 1 year since a 100% burn) was used. An Adjustment - Transposition Factor of 0.6 was used per Appendix B, Technique 4 of the Debris Method procedures. Table 9 Debris Yield Calculation Subarea Drainage Relief Non- Peak: Unit A -T Debris Area (ac). Ration, Dimen- Runoff Peak Factor, Yield. RR (ft /mi) Fire (cfs) Runoff, A -F (ac -ft) Factor, FF Devil 6,502.4 472 6 4,798.5 472.3 0.6 439.45 Middle 5,856 866 6 4,807.3 525.4 0.6 744.46 Area "A',' 325 - — 378.7 — — 41.32* Prorated based on a percentage of Middle Canyon debris yield for Area "A" Sediment Volume. 5. CONCLUSION The results.of this study indicate the following conclusions: • The proposed Madison Street Improvement will not impact the storage capacity of Dike No. 4; and • , The roadway improvement will be protected during a 100 -year storm event. K \110191.00 \doc\Report Rev2 10 FIGURES Figure 1 Location Map 'Figure g 2 Hydrology Map ' Figure 3 Elevated Roadway. Embankment with Culverts and Recharge Basins Figure 4 Typical Sections e]VYV AJU ILIZIUAN oalo•rer rl �1^[•� - VIN"411YO'Y,814 d2800'•inNDAY 111N 0811 8G!!8 3a1 I=Ju ONMNVId • 1N3w80v Nrw • 9HIy83NION8 a 103radd1NEINBAM:IdWI alaau,Buo BuI3lnauccAIML 20/60 i33�JIS NQSICIVN ebgaewe el�. 31d(I VIC —IV / a r ''s H 1yd - M cr7d -- ! .i N )105 .tf'"w, ♦N ;s�i d��� ,�� +�' i',•,T_!��:'Rt�:�'r. {�'�``r-y�?'ti ' � ? = rfv�ti.`�"� =:1', pS `j=4• rte. �S '' _�= '- •��vs��>,•�^l' �/ti•' /t_. `L T i r �9..�,, }i, 1 "'J Ic�'1 -t•"1' i'4:..• `�3 ()�� �— �•.''1'i•• -. _,,� `S Jf(c•• o'rti r'^"` z"-\��� � (I y��gi .-._ ". . 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'.+ t. .t . , ,;_._....... , DATE MADISON STREET'. , 09/02 C , '0 IMPROVEMENT PROJECT ENGME @RING - MANAGEMENT • PLANNING ,ELEVATED ROADWAY FIGURE ' EMBANKMENT WITH CULVERTS 3 @Ge@ RED HILL AY @NUB. COSTA MESA. CALIFORNIA • •'^ ^� i PROPOSED ROADWAY 5.5 1 2:1 10' PROPOSED WEIR ' IYPICJ1l PROPOSED RECHARGE BASIN N0. 1 ' PROPOSED RECHARGE BASIN NO. 2 PROPOSED BORROW SITE NO. 7 8 , MADISON 0= 8.413CFS ST '.. EX GROUND (100) _ PROPOSED ' Si GRADE • 5S ' 1 PROPOSED WEIR I L..� 250' ' SECTION D-0 NTS �. DATE Telbeffler & AawdeCee MADISON STREET 09/02 0 o n a u l t i n g a n g l n a a r a IMPROVEMENT PROJECT - ENGINEERING - MANAGEMENT - PLANNING FIGURE s2005 REO HILL AVENUE. COSTA MEGA. CALIPO"IA TYPICAL SECTIONS 4 Tel: (7 141 540.0800 Pit: (1141 484.412Q -- `--- - - - - -; ------------- -------------------------------------- -- -I . r (j) n r m z m m j s m 0 O N O ' O or on — — — — — — — - — — -- — �.— ` — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — .+ �. — — —' —..~ i. Ffll Z' 1- D tD .N, J — — — — — — — - — — -- — �.— ` — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — .+ �. — — —' —..~ STA.105 +20 S CR' CULVERT INV'. �EL.f ,20.413, STA.'1- ,00 +1.8 'STA. 100 +00. F:M ,i• 0 200 400 600 SCALE IN FEET L )pendix A -Site Photographs 11 91 Fl IU i� t . � I: .. �. i ' Hydrological Analysis ' • 100 -Year Synthetic Unit Hydrograph Analysis — CIVTLD Models • Earthwork Quantities • Stage- Storage. Table for Basins Upstream and Downstream of Madison Street . ' • 100 -Year Flood Hydrograph Routing Analysis — USEPA -SV MM Model ' • 100 -Year Bulked Runoff and Debris Yield Analysis t I100-Year-Synthetic Unit Hydrograph Analysis = UIV1LD Models' • Devil Canyon I • Middle Canyon I • Middle Canyon, Area "A" only Y � Y I• Combined Devil Canyon and Middle. Canyon i HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD BASIC DATA CALCULATION FORM Travertine Development, La Quinta, CA Devil Canyon fn =suh_eh.xls Calced By: ACC 04/01/02 Checked: AVERAGE ADJUSTED LOSS RATE P] SOIL GROUP (PLATEC -1) [21 COVER TYPE [3] RI NUMBER (PLATE E -6.1) [4] PERVIOUS AREA, INFLTN RATE -IN /HR (PLATE E -6.2) (5) LAND USE [61 DECIMAL % OF AREA IMPERV. (PLATE E -6.3) [71 ADJUSTED INFLTN RATE -IN /HR [41(1-.9[61) 183 AREA ACRE [9] [8] /SUM [8] [101 AVERAGE ADJUSTED INFLTN RATE -IN /HR [ .71'19] D Open Brush/ poor 88 0.15 Natural 0 0.15 6502.4 1.000 0.150 SUM [8] = 6502.4 SUM [10] _ . 0.15 Fm = Minimum Loss Rate = F12 = SUM[10] /2 =. 0.08 IN /HR C = (F- Fm) /54 = (SUM[10] - Fm) /54 = 0.00139 FT = C(24- (T /60)) ^1.55 +Fm = 0.00139 ( 6 - (360160) ) ^,1.55 + 0.08 IN/HR Where: T = Time in minutes. To get an average value for each unit time period, use T =1/2 the unit time for the first time period, T =1 1/2 unit time for the second period, etc: t Area (Ac .)(1) Rainfall(In)[2]. 1 ' 6502..40 2.81 Deh66100.out ' U n i t H y d r o g r a p h 'A n a 1 y s i s Copyright (c) CIVILCADD /CIVILDESIGN, 1989 - 1998, Version 5.1 Area Averaged 2 -Year Rainfall = -1.100(ln) Study date 08/26/02 File: DEH66100.ouc . 1 ++++++++++++..t...+++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ I ' ------------------------------------------------------------------ - - - - -- Point rain (area'averaged) = 2.810(In) Riverside County Synthetic Unit Hydrology Method ' RCFC & WCD Manual date - April 1978 t j The Keith Companies, Costa Mesa, CA - SIN 708 ---------------------- - ------------------- =-------------------------- -English (in -lb) Input Units Used Sub -Area Data:, English Rainfall Data (Inches) Input Values Used • , English-Units used in output format I Drainage Area = 6502.40(Ac.), = 10.160-Sq. Mi. Length along longest watercourse = 31680.00(Ft.)• Length along,longest watercourse measured'to centroid = 12460.80(Ft.) Length along longest watercourse = 6.000 Mi.' 'Length along longest watercourse measured to centroid = 2.360 Mi. i Difference in elevation = 2832.00(Ft.) Slope along watercourse = `472.0000 Ft. /Mi. f Average Manning's 'N' = 0.035 Lag time = 0.714 Hr. Lag time = 42.83 Min. '• 25% of lag time'= 10.71 Min. 40% of lag time = .17.13 Min. Unit time = 5.00 Min. Duration of storm = 6 Hour(s) User Entered Base Flow = 0.00(CFS) 2 YEAR Area rainfall data: ( Area (AC;)[1] Rainfall(In) (2) Weighting(1 *2) 65102.40 1.10 7152.64 100 YEAR Area rainfall data: Area (Ac .)(1) Rainfall(In)[2]. Weighting[1 *2] I 6502..40 2.81 18271.74 ' STORM EVENT (.YEAR) = 100.00 ' Area Averaged 2 -Year Rainfall = -1.100(ln) _ Area Averaged 1.00 -Year Rainfall = 2.810(In) Point rain (area'averaged) = 2.810(In) Areal adjustment factor = 97.77 % Adjusted average point rain = 2.747(In) Sub -Area Data:, Area(Ac.) Runoff Index Impervious % 6502.400 88.00 0.000 Total Area Entered = 6502.40(P:c.) RI RI Infil. Rate. Impervious AMC2 AMC -2 (In /Hr) (Dec. %) Adj. Infil. Rate Area% F . (In /Hr) (Dec.) (In /Hr) 88.0 88.0 0.153 0.000 0.153 1.000 0.153 ( Page 1 M 0 Deh66100.out Sum (F) = 0.153 Area averaged mean soil loss (F) (In /Hr) = 0.253 Minimum soil'loss rate ((In /Hr)) = 0.076 (for 24 hour storm duration) Soil low loss rate -------------=------------------------------------------------------- (decimal) = 0:900 U n i t H y d r o g r a p h Combination of 'S' Curves: VALLEY 'S-Curve Percentage = 0."00 FOOTHILL 'S' Curve Percentage = 15.00 MOUNTAIN "S' Curve Percentage = 85.00 DESERT 'S' Curve Percentage = 0..00 -------------------------------------------------------------------- Unit Hydrograph Data ----------------=-------------7-------------------------------------- Unit time period Time .%.of lag Distribution Unit Hydrograph (hrs) Graph *% (CFS) -------------------------------------=------------=------------------ 1 0.083 11.673 1.202 78.791 2 0..167 23.346 2.737 179.383 3 - 0.250 35..019 3.855 252.654 4 0.333. 46.692 5.480 359:124 5 0.417 58.365 8.001 524.,352 6 0.500 70.038 8.499 556.984. 7 0.583 81.711 7.215 472.787 8 0.667 93.384 6.178 .404.840 9 0.750' 105.057 6.231 408.348- 10 0.833 116.731. 4.250 278.536 11 0.917 128.404 3.403 223.027 12 1.000 140.077 2.815 ].84.489 13 1.083 151.750 2.568 168.304 14 1.167 163.423 2.178 142.751 15 1.250 175.096 2.001 131.113 16 1.333 186.769 1.833 120.152 17 1.417 198.442 1.672 109.542 18 1.500 210.115 1.586 103.913 '19 1.583 221.788 1.445 94.682 20• 1.667 233.461 1.390 91.093 21 1.750 .245.134 1.250 - 81.890 22 1.833 256.807. .1.208 79.154 23 1.917 268.480 1.059 69.377 24 2.000 280.153 1.031 67.549 25 2.083 291.826. 0.951- 62.294 26 2.167 303.49 9 0.927 60.764 27 2.250 315.172 0.823 53.921 28 2.333 326.845 0.785 51.470 29 2.417 338.519 0.717 47.015 30 2.500 350.192 0.679 44.520 31 2.583 361.865 0.631 41.361 32 2.667" 373.538 0.586 38.401 33 2.750 385.211 0.578 37.874 34 2.833 396.884 0.565 37.035 35 2.917 408.557 0.531 34.784 36 3.000 420.230 0.442 28.983 37., 3.083 431.903 0.438 28.686 38 3.167 443.576 0.438 28.686• 39 3.250 455.249 0.435 28.531 40 3.333 46 6.922' 0.418 - 27.388 41 3.417 478.595 0.414 27.156 42 3.500 '490.268 0.414 27.156 43 3.583 501.941 0.413 27.078 44 3.667 513.614 .0.358 23.463 45 3.750 525.287 0.328 21.495 46_ 3.833 536.960 0.328 21.495 47 3.917 548.633 0.328 21,495 48-" 4.000 560.306 0.322 21,078 49 '4.083 571.980: 0.312 20:432 50 4.167 583.653 0.312 20,424 51 4.250'. 595.326 0.312 20.424 ' 52 4.333 •606..999' 0.303 19 , 8.74 53 4.417 618.672 0.269 17.610 54 4.500'- 630.345 0.265 17.365 55 4.583 642. 018 0.265 17.365 ?age 2 M 0 Deh66100.out 56 4..667 653.691 0.264 17.288 57 4.750 665.364 0.247 16.192 58 4.833 677.037 0.242 15.835 59 4.917 688.710 0.242 15.835 60 5.000 700.383 0.243 '15.940 61 5.083 712.056 0.217 14:221. 62 5.167 .723.729 0.198 13.004 63 5.250 735.402, 0.198 13.004 64 5.333 747.075 0.198 13.004 65 5.417 758.748 0.193 12.639 66 5.500 770.421 0.179 11.745 67 5.5.83 782.094 - 0.179 11.704 68 5.667 793.768 0.179 11.704 69 5.750 805.441 0:179 11.704 70 5.833 817.114 0.179 11.704 71 5.917 828.787 0.179 11.704 72 6.000 840.460 0.179 11.704 73 6.083 852.133 0.179 11.704 74 ' 6.167 863.806 0.179 11.704 75 6.250 875.479• 0.179 11.704 76 6.333 887.152 0.179 11.704 77 6.417 898.825 0.179 11.704 78 6.'500 910.498 0.179 11.704. 79 6.583 922.171 0.179 11.704 80 6.667 933.844 0.179 11.704 81 6.750 945.517 0.179 11.704 82 6.833 957.190 0.179 11.704 83 6.917 968.863 0.179 11.704 ' 84 7.000 980.536 0.179 11.704 85 7.083 .992.209 0.179- 11.704 86 7.167 1003.882 0.208 .13 .663 ---------------------------------------------------------------------- Sum = 100.000 Sum= 6553.200 Unit Time Pattern Storm Rain Loss rate(In. /Hr) Effective (Hr.) Percent (In /Hr) Max Low (In /Hr) . 1 0.08 0.50 0.165 0.153 - -- 0.01 2 0.17 0.60 0.198 0.153 -- 0.05 3 0.25 0.60 0.198 0.153 - -- 0.05 4 0.33 0.60 0.198 0.153 - -- 0.05 5 .0.42 0.60 0.198 0.153 - -- 0.05 6 0.50 0.70 0.231 0.153 - -- 0.08 7 0.58 0.70 0.231 0.153 - -- 0.08 8 0.67 0.70 0.231 0.153 - -- 0.08 9 0.75 0.70 0.231 0.15.3 - -- 0.08 10 0.83 0.70 0.231 0.153 - -- 0.08 11 0-.92 0.70 0.231 0.153 - -- 0.08 12 1.00 0.80 0.264 0.153 - -- 0.11 13 1.08 0.80 0.264 0.153 - -- 0.11 14 1.17 0.80 0.264 0.153 - -- 0.11 15 1.25 0.80 0.264 0.153 - -- 0.11 16 1.33 0.80 0.264 0.153 - -- 0.11 17 1.42 0.80 0.264 0.153 - -- 0.11 . 18 1.50 0.80 0.264 0.153 - -- 0.11 •19 1.58. 0.80 0.264 0.153 -- 0.11 20 1.67 0.80 0.264 0.153 - -- _ 0.11 21 1-.75 0.80 0.264 0.153 - -- 0.11' 22 1.83 0.80 0.264 0.153 - -- 0.11 23 1.92 0.80 0.264 0.153' - -- 0.11 24 2.00 0.90 0.297 0..153 - -- 0.14 25 2.08 0.80 0.264 0.153' - -- 0.11 26 2.17 0.90 0.297 0.153 - -- 0.14 27 2.25 0.90 0.297 0.153 - -- 0.14 28 2.33 0.90 0.297 0.153 - -- 0..14 29 2.42 0.90 0.297 0.153 - -- 0.14 30 2.50 0.90 0.297 0.153 - -- 0.14 31 2.58 0.90 0.297 0.153 - -- 0.14 32 2.67 0.90 0.297 0.153 - -- 0.14 33 2.75 1.00' 0.330 0.153 - -- 0.18 34 2.83 1.00 0.330 0..153 0.18 35 2.92 1.00 0.330 0.153 - -- 0.18 36 3.00 1.00 .0.330 0.153 - -- -0.18 37 3.08 1.00 0.330 0.153 - -- 0.18 Page 3 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57, 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 Hydrograph in 5 Minute intervals ((CFS)) ---------------------------- Time(h+m) Volume Ac.Ft Q(CFS) Deh66100.out 2400.0 3.17 1.10 0.363 0.153 - -- 0.21 3.25 1.10 0.363 0.153 - -- 0.21 3.33 1.10 0.363 0.153 - -- 0.21 3.42 1.20 0.396 0.153 - -- 0.24 3.50 1.30 0.429 0.153 - -- 0.28 3.58 1.40 0.462 0.153 - -- 0.31 3.67 1.40 0.462 0'.153 - -- 0.31 3.75 1.50 0.495 0.153 - - - 0.34 3.83 1.50 0.495 0.153 - -- 0.34 3.92 1.60 0.528' 0.153 - -- 0.37 4.00 1.60 0.528 0.153 - -- 0.37 4.08 1.70 0.560 0.153 - -- 0..41 4.17 1.80 0.593 0.153 - -- 0.44 4.25 1.90 0.626 0.153- - -- 0.47 4.33 2.00 0.659 0.153 - -- 0.51 9.42 2.10 0.692 0.153 - -- 0.54. 4.50 -2.10 01692 0.153 - -- 0.54 4.58 2.20 0.725 0.153 - -- 0.57' 4.67 2.30 0.758 0.153 - -- 0•.61 4.75 2.40 0.791 0.153 - -- 0.64 4.83 2.40 0.791 0.153 - -- 0.64 4.92 2.50 0.824 0.153 - -- 0.67 5.00 2.60 0.857 0.153 - -- 0.70 5.08 3.10 1.022 0.153 - -- 0.87 5.17 3.60 1.187 0.153 - -- 1.03 5.25 3.90 1.286 0.153 - -- 1.13 5.33 4.20 1.385 0.153 - -- 1.23 5.42 4.70 1.550' 0.153 - -- 1.40 5.50 5.60 1.846 0.153 - -- 1.69 5.58 1.90 0.626 0.153 - -- 0.47 5.67 0.90 0.297 0.153 - -- 0.14 5.75 0.60 0.198 0.153 - -- 0.05 5.83 0.50 0.165 0.153 - -- 0.01 5:92 0.30 0.099 0.153 0.089 0.01 6.00 0.20 0.066 0.153 0.059 0.01 Sum = 100.0 Sum = 22.1 Flood volume = Effective rainfall 1.84(in) times area 6502.4(Ac.)'/((In) /(Ft.)].= 999.1(Ac.Ft) Total soil .lo §s = 0.90(In) Total soil loss = 489.683(Ac.Ft) Total rainfall = 2.75(In) Flood volume = 43519139.9 Cubic Feet Total soil loss = 21330599.1 Cubic Feet -------------------------------------------------------------------- Peak flow rate of this hydrograph = 4798.530(CFS) +++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ 6 - H O U R S T O R M R u n o f f H y d r'o g r a p h Hydrograph in 5 Minute intervals ((CFS)) ---------------------------- Time(h+m) Volume Ac.Ft Q(CFS) ----------------------------------------- 0 1200.0 2400.0 3600.'0 4800.0 ----------------------------------------------------------------------- 0+ 5 0.0065 0.95 Q' I I I 0 +10 0.0459 5.71 Q 0 +15 0.1469 14•.67 Q ( I 0 +20 0.3352 27.3.4 Q 0 +25 0.6486 45.50 Q I I 0 +30 1.1452 72.11 Q I I 0 +35 1.848.3 102.10 Q ( I 0 +40 2.7499 -130.91 VQ 0 +45 3.8589 161.03 VQ I j 0 +50. 5.2029, 195.15 VQ I I I 0 +55 6.7553 225.40 VQ 1+ 0 8.4989 253.18 V Q 1+ -5 10.4312 280.56 V Q I + I I 1 +10 12.5637 309.64 .V Q 1 +15 14.8643 336.96 V Q 1 +20 17.4145 367.39 V Q 1 +25 20.1496 397.13 V Q I I I I 1 +30 23.0638 423.14 V Q 1 +35 26.1339 445.77 IV Q I I I I Page 4 1 1 +40 29.3555 467.79 I 1 +45 32.6953- 484.93 I 1 +50 36.1358 499.56 I 1 +55 39.6655 512.52 i 2+ 0 43.2943 526.90 I 2+ 5 47.0195 540.91 I r 2 +10 50.8469 555.74 I 2 +15 54.8028 574.39 2 +20 58.9108 596.48 f 2 +25 63.1623 617.32 I 2 +30 67.5639 639.11 "I r 2 +35 72.1246 662.21 2 +40 76.8369 684.23 2 +45 81.6712 701.94 2 +50 86.6645 725.03 2 +55 91.8064 746.61 3+ 0 97.1109 770.20 I 3+ 5 ••102.6020 797.31 I 3 +10 108.3029 827.77 I r 3 +15 3 +20 114.2.109 120.3230 857.84 I 887.47 3 +25 126.6785 922.82 3 +30 133.3222 964.66 3 +35 140.3056• 1013.99 3 +40 147.6606 '1067.95 r 3 +45 155.4637 1133.01 3 +50 163.7971 1210.01 3 +55 172.6889. 1291.09 4+ 0 182.1408 1372.41' 4+ 5 192.1794 1457:60 r 4 +10 202.8249 1545.73 4 +15 214.1043 1637.77 J 4 +20 226.0348 1732.31 4 +25 238.6870 1837.10 4 +30 252.1015 1947.78 4 +35 266.3339 2066.55 4 +40 281.4074 2188.67 4 +45 297.3636 2316.85 r 4 +50 4 +55' 314,1861 331.8196 2442.62 2569.10 5+ 0 350.4740 2699.90 5+ 5 370.0573 2843.51 5 +10 390.7769 3008.49 5 +15 412.8672 3207.51 . 5 +20 436.6241 3449.50 5 +25 462.4853 3755:04 5 +30 490.9680 4135.69 5 +35 521.7650 4471.74 5+40 554.0233 4683.90 r 5 +45 587.0710 4798.53 5 +50 619.8453 4758.83 5 +55 650.3248' 4425.62 6+ 0 677.2992 3916.68 6+ 5 700.9084 3428.06 r 6 +10 721.5792 3001.39 6 +15 739.0517 2537.01 6 +20 754.2382 2205.09 ' 6 +25 6 +30 767.7431 779.9965 1960.90 1779.19 6 +35 791.1855 1624.65 6 +40 801.5335 .1502.52 6 +45 811.1497 1396.28 6 +50 820.1216 1302.72 - r 6 +55 _828.5285 1220.68 7+ 0 836.4021 1143.24 I 1+ 5 843.8013 1074.36 J 7 +10 850.7397 1007:46 7 +15 857.2738 _ 948.76 r 7 +20 663.4073 890.158 7 +25 869.2094 842.47 7 +30 874.6902 795.81 7 +35 879.8804 753.62 7 +40' 884.7741 710.56 7 +45 889 *.4156 673.95' Deh66100.out V Q I I I V Q V Q V Q V Q V Q. V Q i V 'Q I V Q V Q v Q I V Q V I V I V Q V Q v Q V Q V V Q V Q V Q V Q V Q V Q V QI V Q V Q V IQ V I Q VV� QQ VI Q V Q V Q IV Q IV Q V c I.v I V V V ' V V !, v I IQQ QQ IQ IQ Q' QI QQ Q I Q Q Q. Q Q Q Q 4 Q Q Q IQ Q V i Q Q DC -\ItL V I OI _ 3� V Q V Q Q Q ' Q VV I I V !!V IV V' V V V I V V V V V V V I V I V I Page 5 Deh66100.out 7 +50 893.8214 639.72 Q I V 7 +55 898.0216 609.87 I Q I I I V 8+ 0 9.02.0290 581.87 Q I I V 8+ 5 905.8628 556.67 Q I J V 8 +10 909.5446 534.60 I Q V 8 +15 913.0772 512.93 Q I V ' 8 +20 916.4571 490..76 J Q I I V 8 +25 919.6907 469.52 Q V 8 +30 922.8286 455.63' Q J J V 8 +35 925.8840 443.64 I Q I I V 8 +40 928.8543 431.29 Q J V J 8 +45 931.7321 417.85, I Q J J, I V 8 +50 934.5211 404.97 Q V J 8 +55 937.2205 391.95 I Q I J V 'J 9 +•0 939.8241 378.04 Q V 9+ 5 942.3212 362.58 Q J V ' 9 +16 •944.7328 350.16 Q , V 9 +15 947.0849 341.52 Q I V I• j 9 +20 949.3780 332.97 Q J V 9 +25 9 +30 951.6085, 953.7751 323.86 314.59 J Q J Q I J V J V' 9 +35 955.8812 305.80 Q J V 9 +40 957.9251 296.78 Q I I V �.. 9t45 959'.9012 286.93 Q j J_ I V 9 +50 961.8077 276.82 Q J J V J ' 9 +55 963.6597 268.90 Q J J V 10+ 0 965.4627 261.80 Q J I J V ` 10+ 5 967.2150. 2 -54.44 Q V I • 10 +10 968.911 9 246.39 I Q I V 10 +15 970:5599 ' 239.29 IQ I V.I ' 10 +20 972.1595 232.25 Q J I V 10 +25 973.7090 224.99 IQ V 1 10 +36 975.2023 216•.82 Q I I I V 10 +35 976.6471 209.79 IQ I I V1 10 +40 978.0541 204.29 ' 10 +45 979.4230 198.76 IQ I I I' VI i 10 +50 980.7537 193.22 IQ I I' I VI 10 +55 982.0446 187.44 IQ I VI ' .11+ 0 11+ 5 983.3045 984.5329 182.93 178:37 I I I VI 11 +10 985.7313 174.00 IQ Q' I I I VI 11 +15 986.8971 169.27 Q I J v 11 +20 988.0277 164.17 ' 11 +25 989.1205 158.68. IQ I I VI ' 11 +30 990.1730 152.81 11 +35 991.1.819 146.49 IQ I I I VI 11 +40 992.1477 140.24 IQ I I I VJ 11 +45 993.0678, 133.60 IQ I I VI 11 +50 993.9396 126.57 I 11 +55' 994.7598 119.10 QQ VI, 12+ 0 995.5290 111.69- Q I VI 12+ 5 996.2445 1 12 +10 996.9054 95.96 Q I I VI 12 +15 997'.4984 86.11 _Q J. VI 12 +20 998.0094 74.19 Q I VI 12 +25 998.4303 61.12 Q I VI 12 +30 998.7541 47.02 Q I I I VI 12 +35 12 +4.0 998.9693 999. 0314 31.24 9.02 Q Q I I1 I � I .' VI V 12 +45 999.0509 2.83 Q I VJ 12 +50 999.0574 0.95 Q I I VI 12 +55 999.0599 0.36 Q I VI 13+ 0 999.0614 0.21 Q I I VI 13+ 5 999.0620 0.09 Q I I V G Page 6 f I i i HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD BASIC DATA CALCULATION FORM Travertine Development, La Quinta, CA Middle Canyon fn= suh_eh.xls Calced By: ACC 04/01/02 . Checked: AVERAGE ADJUSTED LOSS RATE [1) SOIL GROUP (PLATE C -1) ' [2] COVER TYPE [3] RI NUMBER (PLATE E -6.1) [4] PERVIOUS AREA INFLTN RATE -IN/HR (PLATE E -6.2) [5] LAND USE [6] DECIMAL % OF AREA IMPERV. (PLATE E-6.3) [7] ADJUSTED INFLTN RATE -IN /HR [41(1-.9161) [8] AREA ACRE [9] [8) /sum [8) [10] AVERAGE ADJUSTED INFLTN RATE -IN /HR 171 `[91 D Open Brush/ poor 88 0.15 Natural 0 0.15 5856 1.000 0.150 SUM [8).= 5856 SUM [ 10] = 0.15 Fm = Minimum Loss Rate'- F/2 = SUM[10] /2 = 0.08 IN/HR C = (F- Fm) /54 = (SUM[ 10) - Fm) /54 = 0.00139 FT = C(24- (T /60))A 1.55 + Fm = 0.00139 ( 6 - (360 /60) )A 1.55 + 0.08 IN /HR Where: T = Time in minutes. To get an average value for each unit time period, use T =1/2 the unit time for the fust time period. T =1 d/2 unit time for the second period. etc. Meh66100.out U n i t H y d r o g r a p h A n a l y s i s Copyright .(c) CIVILCADD /CIVILDESIGN,' 1989 - 1998, Version 5.1 Study date 08/26/02 File: MEH66100.out +++++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + ++ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 The Keith Companies,.Costa Mesa, CA - SIN 708 -------------------------------------------------------------------- English (in-lb)-Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format' ISON ST. IMPROV. PROJ. r6-'IOUR -YEAR, EXISTING CONDITION DLE CANYON STORM Drainage Area = 5856.00(Ac.) = 9.150 Sq. Mi. .Length along longest watercourse = 36960.O0(Ft.) Length along longest watercourse measured to centroid = 7867.20(Ft.) Length along longest watercourse = 7.000 Mi. Length along longest watercourse measured to centroid = 1.490 Mi. Difference in elevation = 6062.00(Ft'.) Slope along watercourse = 866.0000 Ft: /Mi. Average Manning's 'N' = 0.035 Lag time = 0.566 Hr. , Lag time = 33.98 Min.. - 25% of lag time 8.50 Min. ' .40% of lag time._ 13.59 Min. Unit time = 5.00 Min. Duration of storm = 6 Hour(s) User Entered Base Flow = 0.00(CFS) 2'YEAR Area rainfall data: Area(Ac.)[1) Rainfall(In)[2) Weighting[) *21 5856.00 1.10 6441.60 100 YEAR Area rainfall data: Area(Ac.)[1) Rainfall(In)(2) Weighting[1 *2) 5856.00 2.81 16455.36 STORM EVENT (YEAR) _ - 100.00 Area Averaged 2 -Year Rainfall = 1.100(ln) Area Averaged 100 -Year. Rainfall = '2.810(In) Point rain (area averaged) = 2.81.0(In) Areal adjustment factor = 97.99 % Adjusted average point rain = 2.753(In) Sub -Area Data: Area(AC.) Runoff Index Impervious 8 5856.000 88.00 0.000 Total Area Entered = 5856.00.(Ac.) RI RI Infil..Rate Impervious Adj. Infil'. Rate Area% F AMC2 AMC -2 (In /Fir) (Dec. %) (In /Hr) (Dec.) (In /Hr) , 88.0 88.0 0.153 0. -000 0.153 .1..000 0.153 Page'1 ' 1 ' Meh66100.out ' Area averaged mean soil loss (F) Sum (In /Hr) = 0.153 (F) = 0.153 Minimum soil loss rate ((In /Hr)) = 0:076 " (for 24 hour storm duration) Soil.low loss rate (decimal) = 0.900 ------ "- - - - - -- ----------------'---------------------------------- U n i t H•ydrograph )' Combination of 'S' Curves: i VALLEY 'S' Curve Percentage = 0.00 FOOTHILL 'S' Curve Percentage = 17.00 ' MOUNTAIN 'S' Curve Percentage = 83.00 f 1 DESERT Percentage = -_S_ -Curve -- -0.00- - - -- - -- - ---- ---- -- - - -- ---------------------- Unit Hydrograph Data --------------------------------------------------------------------- Unit time'period Time % of lag Distribution Unit Hydrograph ) i-----------------------------------------------=--------------.------- {hrs) Graph % (CFS) . 1 0.083 14.714 1.502 88.631 2 0.167 29.427 3.815 225.165' 3 0.250, 44.141 5.675 334.911 4 0.333 58.855 9.333 550.820 j 5 0.417 73.568 10.441 616.173 6 0:500 88.282 8.585 506.676 ' 7 0.583 102.995, 8.140 480.407 8 "0.667 .117.709 6.044, 356.719 9 0.750 132.423 4.287 253.032 10 0.833 147.136 3.465 204.468 11 0.917 161.850 2.995 176.770 12 1.000 176.564 2.554' 156.713 13 1.083 191.277 2.290 135.157 14 1.167' 205.991 2.097 123.738 ' 15 16' 1.250.., 1.333• 220.704 235.418 .1.878 1.762 110.810 103.967' 17 1.417 250.132. 1.581 93.313" 18 1.500 264.845 1.440 85.000 19 1.583 279.559. 1.308 77.207' 20 1.667 294.273 1.210 71.4"05- 21" 1.750 308.986 1.142 67.415 22 1.833 323.700 1.005 59.292 23 1.917 338.413 0.933 55.081 24 2.00.0 353.127 0.851 50.205 25 2.083 367.841 0.772 . 45.537 26 2.167 382.554 0.731 43.150 27- 2.250 397.2.68 0.709 41.822 28 2.333" .411.982 0.651 38.439 29 2.417 426.695 0.546 32.208 30" 2.500 441.409 6:543 32.043 31 2.583 456.123 0.540' 31.892 32 2.667 470.836 0.519• 30.602 33 2.750 485.550 0.514' 30.306 t 34" 35 2.833 2.917 500.263 514.9.77 0.513 0.458 30.305 27.015 36 3.000 529.691 0.406 23.949 37 3.083 544.404 0.406 23.949 j .38 3.167. 559.118 0.402 23.729 39 3.250 573.832 0.388' 22.886 40 3.333 588:545 6.386 22.803 41 3.417 603.259 0.385 22.718 { 42 3.500 617 .9.72 0.345 20.382 f 43 "3.583'" 632.686 0.328. 19.330 44 3.667 647.400 0.328• 19.330 , 45 3.750 662.113 0.318 18.741 .46 3.833 676.827" 0.299 17.620 47 3:917' 691.541 0.298 17.593 48 4.000 706.254• 0.294 17.355 49 4.083 720.968 0.252 14.891 t 50 4.167 735.681 0.244' 14.415 51 4.250 750.395 0.244 14.414 52 4.333- .765.169 0.231 13.656 ' 53 54 4.417 4.500 77 "9.822. 794'536 0.220 0,. 22b 12.973 12.973 55 4.583 809.250 0.220 '12.'973 " Page 2'." ,I Meh66100.out 56 4:667 823.963 0.220 12.973 57 4.750 838.677 0.220 12.973 58 4.833 853.391 0.220 12.973 59 4.917 868.1'04 0.220 12.973 60 5.000 882.818 0.220 12.973 61 5.083 897.531 0.220 12.973 62 5.167 912.245 0.220 12.973 63 5.250 926.959 0.220 12.973 64 5.333 941.672 0.220 12.973 65 5.417 956.386 0.220 12.973 66 5.500 971.100 0.220 •12.973 67 5..583 985.813 0.220 12.973 68 5.667 1000.527 0.322 18.995 ---------------------------------------------------------------=------- Sum = 100.000 Sum= 5901.750 Unit Time Pattern Storm Rain Loss rate(In. /Hr)" Effective (Hr.) Percent (In /Hr) Max Low (In /Hr) 1 0.08 0.50 0.165 0.153 - -- 0.01 2 0.17 0.60 0.198 0.153 - -- 0.05 3 0.25 0.60 0.198 0.153 - -- 0.05 4 0..33 0.60 0.198 0.153 - -- 0.05 5 0.42 0.60 0.198 0.153 - -- 0.05 6 0.50 0.70 0.231 0.153 - -- 0.08 7 0.58 0.70 0.231 0.153 - -- oA8 8 0.67 0.70 0.231 0.153 - 0.08 9 0.75 0.70 0.231 0.153 - 0.08 10 0.83 0.70 0.231 0.153 - -- 0.08 11 0.92 0.70 0.231 0.153 - -- 0.08 12' 1.00 •0.80 0.264 0.153 - -- 0.11 13 1.08 \0.80 0.264 0.153' - -- 0.11 14 1.17 '0.80 0.264 0.153 - - -. 0.11 15 1.25 0.80 0.264 0.153 - -- 0.11 16 1.33 0:80 0.264 0.153 - -- 0.11 17 1.42 0.80 0.264 0.153 - -- 0.11 18 1.50 0.80 0.264 0.153 - -- 0.11 19 1.58 0.80 0.264 0.153 - -- 0.11 20 1.67 0.B0 0.264 0.153 - -- 0.11 21 1.75 0.80 0.264 0.153 - -- 0.11 22 1.83 0.80 0.264 0.153 - -- 0.11 23 .1.92 0.80 0.264 0.153 - -- 0.11 . 24 2.00 0.90 0.297 0.153 - -- 0.14 25 2.08 0.80 0.264 0.153 - -- 0.11 26 2.17 0.90 0.297 0.153 - -- 0.14 27 2.25 0.90 0.297 0.153 - -- 0714 . 28 2.33 0.90 0.297 0.153. - -- 0.14 29 2.42 0.90 0.297 0.153 - -- 0.14 30 2.50 0.90 0.297 0.153 - -- 0.14 31 2.58 0.90 0.297 0.153 - -- 0.14 32 2.67 0.90 0.297 0.153 - -- 0.14 33 2.75 1.00 0.330 0.153 - -- 0.18 34 2.•83 1.00 0.330 0.153 - -- 0.18 35 2.92 1.00 0.330 0.153 - -- 0.18 36 3.00 1.00 0.330 0.153 - -- 0.18 37 3.08 1.00 0.330 0.153 - -- 0.18 38 3.17 1.10 0.363 0.153 - -- 0.21 39 1.10 0.363 0.153 - -- 0.21 40 3.33 1.10 0.363 0.153 - -- 0.21 41 3.42 1.20 0.396 0.153' - -- 0.24 42 3.50 1.30 0.430 0.153 - -- 0.28 43 3.58 1.40 0.463 0.153 - -- 0.31 44 3.67. 1.40 0.463 0.153 - -- 0.31 45 3.75 1.50 0.496 0.153 - -- 0.34 46 _ 3.83 1.50 0.496 0.153 - -- 0.34 . 47 3.92 1.60 0.529 0.153 - -- 0.38 48 4.00 1.60 0.529 0.153 - -- 0.38 . 49 4.08 1.70 0.562 '0.153 - -- .0.41 50 4:17 1.80 0.595 0.153 - -- 0.44 51 4.25 1.90 0'.628 0.153 - - - 0.47 52 4.33 2.00 .0.661 0.153 -- 0.51 53 4..42 2.10 0.694 0.153 - -- 0.54 54 4.50 2.10 0.694 0.153 - -- 0.54 55 4.58 2.20 0:727 0.153 - -- 0.57 Page. 3 Meh66100.out- 56 4.67 2.30 0.760 0.153 - -- 0.61 57 4.75 2.40 0.793 0.153 - -- 0.64 58 4.83 2.40 0.793 0.153 - -- 0.64 59 4.92 2.50 0.826 0.153 - -- 0.67 60 5.00 2.60 0.859 0.153 - -- 0.71 61 5.08 3.10 1.024 0.153 - -- 0.87 62 5.17 3.60 1.189 0.153 - -- 1.04 63 5.25 3.90 1.289 0.153 - -- 1.14 64 5.33 4.20 1.388 0.153 - -- 1.23 65 5.42 .4.70 1.553 0.153" - -- 1.40 66 5.50 5.60 1.850 0.153 - -- 1.70 67 5.58 1.90 0.628 0.153 - -- 0.47 68 5.67 0.90 0.297 0.153 - -- 0.14 69 5.75 0.60 0.198 0.153, - -- 0.05 70 5.83 0.50 0.165 0.153 --- 0.01 71 5.92 0.30 0.099 0.153 0.089 0.01 72 6.00 0.20 0.066 0.153 0.059 0.01 Sum 100.0 Sum = 22.2 Flood volume= Effective rainfall .1.85(In) times area 5856.0(Ac.) /[(In) /(Ft.)) = 902.7(Ac.Ftj Total soil loss = 0.90(In) Total soil loss =. 441.017(Ac.Ft) Total rainfall = 2.75(In) Flood volume = 39319822.7 Cubic Feet o Total soil loss,= .19210709.:6 Cubic Feet --------------------------------------=----------------------------- Peak flow rate of,this hydrograph = 4807.272(CFS) -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6 - H O U R S T 0 R R u n o f f H y d r o g r a p h --------------------------------------------- Hydrograph in 5 ----------------------- Minute intervals ((CFS))' ------------------ Time(h +m). Volume Ac.Ft - ------------------------------------------------- Q(CFS) 0 1225.0 2450.0 3675.0 4900.0 ------------------------------=---------------------------------------- 0+ 5 0.0076 1.10 Q 0 +10 0.0546- - 6..82 Q 0 +15 0.1815 18.43 Q 0 +20 0:4317 36-.33 Q 0 +25 0.8600 62.19 Q 0 +30 1.4921 91.78 Q- 0 +35 2.3319 121.94 Q 0 +40 3.3878 153.32 VQ 0 +45 4.6720. 18.6.46 VQ 0 +50 6.1715 217.73 VQ 0 +55 7.8481 243.44 V4 1+ 0 9:7073 269.96 V Q 1+ 5 11.7449 295.86_ V Q- i. 1 +10 13.9577 321.30 V Q 1 +15' 16.3801 351.73 V Q 1 +20 19.0171 382.90 V Q f 1 +25 21.8355 4.09.23 V Q 1 +30 24.8225 433.72 IV Q I 1 +35 27.9449 453.37 IV Q 1 +40 31.1738 468.83 !V Q 1 +45 34.4949 482.23 IV Q 1 +50 37.8980 49.4.12 IV Q lt55 41.3729 504.56 -IV Q 2+ 0 '44. 9331 516.95 IV Q 2+ 5 48.5843' 530.14 V Q 2 +10 52.3352 544.63 I V Q 2 +15 56.2371 566.56 V Q 2 +20 60.2767 586.55 V Q 2 +25 64.4591 607.28 V Q 2 +30 68.8138 632.30 I. V Q f 2 +35 73.2918 650.21 I V Q 2 +40 77.8903 667;.71 V Q 2 +45 82.6110 685.44 I V Q 2 +50 87.4636 704,60 V Q 2 +55 92.4610 725.62 VQ J 3+ 0 97.6464 752.91 V'Q 3+ 5 103.0280 781.41 V Page 4 I� i 3 +10 3 +15 3 +20 j 3 +25 f 3 +30 ' 3 +35 3 +40 3 +45 3 +50 3 +55 4+ 0 4+ 5 I 4 +10 4 +15 4 +20 ' 4 +25 4 +30 4 +35 4 +40 4 +45 4 +50 4 +55 5+ 0 5+ 5 5 +10 5 +15 5 +20 5-+25 ' 5 +30 5 +35 5 +40 5 +45 5 +50 5 +55 6+ 0 6+ 5 'li I 6 +10 6 +15 6 +20 6 +25 6 +30 j 6 +35 11 6 +40 6 +45 6 +50 i 6 +55 I 7+ 0 7+ 5 7 +10 7 +15 7 +20 �. 7 +25 7 +30 7 +35 7 +40 7 +45 7 +50 ' 7 +55 8+ 0 8+ 5 I 8 +10 J 8 +15 8 +20 8 +25 8 +30 8 +35 8+40 8 +45 8 +50 I 8 +55 9+ 0 ' 9+ 5 9 +10 9 +15 l .f 108.5969 114.3761 120.3562 126.5811 133.1034 139.9657 147.2595 155.0599 163.4096 172.3210 181.8055 191.8565 202.4793 213.7123 225.5994 238.2328 251.6496 265.8859 280.9711 296.8938 313.64.86 331.2548 349.7164 369.1111 389.6719 411.7163 435.6712 462.0339 491.2375 522.8948 555.8627 588.9706 619.7347 646.4823 669.4294 688.4540 704.3489 718.0988 730.2886 741.2401 751.2090 760.3448 768.7357 776.4832 783.6287 790.2377 796.3657 802.0672 807.3815 812.3266 816.9583 821.3043 825.3959 829.2733 832.9514 836.4364 839.7473 842.9323 846.0014 848.•9508 851.7859 854.5044 857.0961 859.5759 861.9725 864.2888 866.5235 868.6818 870.7566 872.7410 874% 6519 876.4960 878.2681 879.9651 808,61 1 839.14 868.31 903.86 I 947.04 996.41 I 1059.05 .I 1132.61. 1212.41 1293.90 I 1377.15 I 1459.39 I 1542.43 I' 1631.04• I 1726.01 1834.36' 1948.12 I" 2067.12 I 2190 .37 I 2311.97 I 2432.80 2556.43 2680.62 I' 2816.10 2985.44 3200.85 + 3478.26 I. 3827.85 4240.37 4596:64 4786.94 4807.27 4466.95 . 3883.'76' 3331.91 2762.38 2307.93 1996.49 i 1769.95 1 1590.17 I 1447.48 1326.52 1218.36 1124.93 1037..54 959.62 689..79 827.85 i 771.65 I 718.02 I 672.52 1 631.04 I 594.10 1 562.99 534.06 I 506.32 480.44 I' 462.46. I 445.64 1 428.25 411.67 394.72 376.32 360.06 C 347.99 C 336.33 C 324.47 I 3.13.39 I C 301.26 1 C 288.13 I C 277.47 C 267.76 I C 257.31 C 246.40 C Meh66100.out V VQ I I ! I V V I. I VQI I I VQQI I I I VQI I V Q • • IQ I I I V Q VI 'QQ I I I Q IV Q IV Q V Q i I v QQI" v Q I I VV I QQ V, Q V Q i I V Q I V'. IQ V V v j 4 Q I V 'I Q I' I I. QVI I QIQ IV I Q j IV Q V I IQ I I V Q V QI I I Vv QQ j I v Q I Q I V Q I I V Q. Q I. 1 1 VV Q, I I Y V I Q I 1 I VV Q V Q. I I I v I Q I I 1 V I Q V I V Q I I I V Q I 1 I v. I I I v l ! 1 I I V f ! I I I VII VI V. V 1 Page 5 . i 1 Meh66100.out 9 +20 881.5960 236.81 IQ I I I 9 +25 883.1546 226.31 IQ I 9 +30 884.6385 215.46 IQ I I I 9 +35 886.0629 206.83 IQ 9 +40 887.4378 199.63 IQ. I I I 9 +45 888.7607 192..09 IQ ' 9 +50 890.0347 184.98 9 +55 891.2643 178.54 IQ Q I_ I • { 10+ 0 892.4488 172.00 IQ 10+ 5 893.5847 164.93 IQ I I 10 +10 894.6735, 158.09 IQ I I I 10 +15 895.7122 150.82 IQ 10 +20 896.6980 143.14 IQ I I I 10 +25 897.6266 134.83 IQ.:. I I ' 10 +30 10 +35 898.4993 899.3132 126.12 118.18 IQ Q I I 10 +40 900.0708 110.01 Q f 10 +45 900:7574 99.69 Q I I 10 +50 901.3554 86.83 Q I I 10 +55 901.8560 72.68 Q I I 11+ 0 902.2530 57.65 Q I I I' 11+ 5 902.5372 41.27 ` 11 +10 902.6190 11.87 11 +15 902.6445 3.71 Q I I 11 +20. 902.6531 1.24 Q I I I ' 11 +25 902.6562 0.45 Q 11 +30 902.6581 0.27 Q 11 +35 902.6589 0..13 Q I � 11 --------------------------_--------------------------------------------- . i 1 HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD BASIC DATA CALCULATION FORM Travertine Development, La Ouinta, CA Middel Canyon - Madison Street . fn= suh_eh.xls Calced By: ACC 04/01/02 Checked: AVERAGE ADJUSTED LOSS RATE [1) SOIL GROUP (PLATE C -1) [21 COVER TYPE [31 RI NUMBER (PLATE E-6.1) [41 PERVIOUS AREA INFLTN RATE -[N/HR (PLATE E -6.2) 151 LAND USE [6) DECIMAL % OF AREA IMPERV. (PLATE E-6.3) 171 ADJUSTED INFLTN RATE -IN /HR [41(1 - .9[61) [8) AREA ACRE 191 [81 / SUM [8] [10] AVERAGE ADJUSTED INFLTN RATE -IN/HR [73'[91 D Open Brush/ poor 88 0.15 Natural 0 0.15 325 1.000 0.150 SUM [8].= 325 SUM (101 = 0.15 Fm— Minimum Loss Rate - F/2 = SUM[101 /2 = 0.08 IN /HR C = (F- Fm) /54 = (SUM(101 • Fm) /54 = 0.00139 FT = C(24- (T /60)) ^1.55 +Fm = 0.00139 ( 6 - (360160) )A 1.55' + 0.08 IN/HR Where: T = Time in minutes. To get an average value for each unit time period; use T =1/2 the unit time for the first time period, T =1 1/2 unit time for the second.period, etc. Menm6100.out U n i t H y d r o g.r a p h A n a l y s i s Copyright (c) CIVILCADD /CIVILDESIGN, 1989 - 1998, Version 5.1 Study date 09/04/02 File: mehm6100.out ------------------------------------------------------------------------ Riverside County Synthetic Unit Hydrology Method RCFC & WCD Manual date - April 1978 The Keith Companies, Costa Mesa, CA - SIN 708 --------------------------7------------------------------------------ English (in -lb) Input Units'Used• English Rainfall Data (Inches) Input Values Used English Units used in output format MADISON ST. IMPROVEMENT PROJECT 100 -YEAR, EXISTING CONDITION MIDDLE CANYON - AREA 'A' ONLY Drainage Area = 325.00(Ac.)` = 0.508 S . Mi., Length along longest watercourse = 6418.00(Ft.) Length along longest .watercourse measured to centroid = 3542.30(Ft.) Length along longest watercourse = 1.216 Mi: Length along longest watercourse measured to centroid = 0.671 Mi. Difference in elevation = 209.00(Ft.) Slope along,watercourse = 171.9414 Ft. /Mi. Average Manning's 'N' = 0.035 Lag,time = 0.292 Hr. Lag.time = 17.54 Min. 25%'of lag time = 4.39 Min. 40% of lag time = 7.02 Min. Unit time = 5.00 Min. ". Duration of storm = 6 Hour(s) User Entered Base Flow = 0.00(CFS) 2 YEAR Area rainfall data: Area(Ac.)[l] Rainfall(In)[21 Weighting[1 *2], 325.00 1.10 357.50 100 YEAR Area rainfall data: Area(Ac.)[1) Rainfall(Iri)[2) Weighting[1 *2) 325.00 2.81 913.25 STORM EVENT (YEAR) = 100.00 Area Averaged 2 -Year Rainfall = 1.100(In) .Area Averaged 100 -Year Rainfall = 2.810(In) Point rain (area averaged).= 2.810(In) Areal adjustment factor = 99.89 % Adjusted average point rain = 2.807(In) Sub-Area-Data: Area(Ac.) Runoff Index Impervious % 325.000 88.00 0.000 Total Area Entered = 325.00(A6.) RI RI Infil'. Rate Impervious Adj. Infil. Rate Area% F AMC2 AMC -2' _ (In /Hr) (Dec.$) (In /Hr) (Dec.) (In /Hr) 88.0 88.0 0.153 0.000 0.153' 1:000 0.153 Page 1 Mehm6100.ouc Sum (F) = 0.153 Area averaged mean soil loss (F) (In /Hr) = 0.153 'Minimum soil.loss rate ((In /Hr)) = 0,076 i (for 24 hour storm duration) Soil low loss rate (decimal) =. 0.900 --- - - - - -- - - - - -- - --- ------------------------------- ! U. n i t n it H y y d r o r a p h d g ( FOOTHILL S -Curve ' Unit Hydrograph- Data----- ---------------- Unit time period - Time % of -- ----------- lag Distribution Unit -------- -- - - -- Hydrograph (hrs) Graph % (CFS) ' ' --------------------------------------------------------------------- 1 0.083 28.505 2.014 6.598 2 0.167. 57.010 6.331 20.735 3 0.250 85.515 11.881 38.914 4 0.333 114.021 26.675 87.370 5 0.417 142.526. 17.788 58.264 6 0.500 171.031 .8.758 28:686 7 `0.583 199.536 6.231 20.409 8 0.667 228.041 4.704 15.407 9 0.750 256.546 3'.676 12.039 10 0.833 285.051 2.911 9.535 ' 11 0.917 313.557 2.324 7.613 12 1.000 342.062 1.805 5 :913 13 1.083 370.567 1.346 4.408 14 1.167 399.072 1.027 3.364 15 1.250 427.577 0.589• 1.929 ' 16 1.333 456.082 .0.341 1.117 i 17 1.417 484.587 0.303 0.991 �. 18 1.500 513.093 0.273 0.894 ' 1-9 20 1.583 1.667 541.598 570.103 0.188 0.185 0.615 0.607. 21 1.750' 598.608 0.226 0.739 j 22 1.833 627.113 0.176 0,578 } 23 1.917. 655.618 0.113 0.370 24 2.000 684-.123 0.075 v 0.247 25 2.083 712.629 0.060 •0.197 Sum = 100.000 Sum= 327.539 Unit Time Pattern Storm Rain Loss rate(In. /Hr) Effective (Hr.) Percent (In /Hr) Max Low- (In /Hr) 1 0.08 0.50 0.168 0.15 3 0.02 2 0.17 0.60 0202 0.153 0.05 3 -0.25 0 ;60 0.202 - -- 0.153 0.05 4 0.33 0.60 0.202 0.153 0.05 5. 0.42 0.60 0.202 0.153 0.05 6 0.50 0.70 0.236 - -- 0.153 0.08 ' 7, 0.58 0.70 0.236 0.153 - -- 0.08 8 0.67 0.70 0.236 0.153 0.08. ' 9 0.75 0.70 0.236 ___ 0.153 0.08 10 .0.83 0 :70 0.236 0.153 0.08 11 0.92 0.70 0.236 - -- 0.153 0.08 12 1.00 0.80 0.269 0 :153 0.12 ' 13 1.08 0.80 0.269 - -- 0.153 .0.12 14 1.17 0.80 0.269 0.153 0.12 1 15 1.25 0.80 0.269 0.153 0.12 16• 1.33 0.80 0.269 - -- 0.153 0.12 , 17 1.42 0.80 0.269 0.153 0.12 ' 18 1.50 0.80 0.269 - -_ 0.153, 0.12 19 1.58 0.80 0.269 0.153 0.12 20 1.67 0..80 0.269 0.153 - -- 0.12 21 1,75 0.80 0.269 0.153 - -- 0.12 22 1.83 0.80 0.269 0.153- - -- 0.12 23 1.92 0.80 0.269 0.153 - -- 0.12 24 .' 2.00 0.90 0.303 0.153 0.15 ' 25 2.08 0.80 0.269 0.153 - -- 0.12• 26 2.17 0.90 0.303 -•0.153 - -- 0.15 ' 27 2.25 0:90 - 0.303 0.153 - -- 0.15 ' 28 2.33 0.90 0.303 0.153 - - -, 0.15 Page 2 Mehm6100.out 29 2.42 0.90 0.303 0.153 - -- 0.15 30 2.50 0.90 0.303 0.153 0.15 31 2.58 0.90 0.303 0.153 - -- 0.15 32 2.67 0.90 0.303 0:153 - -- 0.15 33 2.75 1.00 0.337 0.153 - -- 0.18 34 2.83 1.00 0.337 0.153 - -- 0.18 35 2.92 1.00 0.337 0.'153 - -.- 0.18 36 3.00 1.00 0.337 0.153 - -- 0.18 37 3.08 1.00 0.337 0..153 - -- 0.18 38 3.17 1.10 0. -371 0.153 - -- 0.22 39 3.25 1.10 0.371 0.153 - -- 0.22 40 3.33 1.10 0.371 0.153 - -- 0.22 41 3.42 1.20. 0.404 0.153 - -- 0.25 42 3.50 1.30 0.438 0.153 - -- 0.29 43 3.58 1.40 0.472 0.153 - -- 0.32 44 3.67 1.40 0.472 0.153;' - -- 0.32 45 3.75 1.50 0.505 0.153' - - -- 0.35 46 3.83 1.50 0.505 0.153 - -- 0.35 47 3.92 1:60 0.539 0.153 - -- 0.39 48 4.00 1.60 0.539 0.153 - -- 0.39 49 4.08 1.70 0.573 0.].53 50 4.17 1.80 0.606 0.153 - -- 0.45 51 _ 4.25 1.90 0.640 0.153 - -- 0.49 52 4.33 2.00 0.674 0.153 - -- 0.52 53 4.42 2.10 0.707 0..153 - -- 0.55 54 4.50 2.10 0.707 0.153 - -- 0755 55 4.58 2.20 0.741 .0:153 - -- 0.59 56' 4.67 2.30 0.775 0.153 - -- 0.62 57 4.75, 2.40 0.808 0.1153 - -- 0.66 59 '4.83 2.40 0.808 0.153 - -- 0.66 59 4.92 2.50 0.842 0.153 - -- 0.69 60 .5.00 2.60 0.876 0.153 - -- 0.72 61 5.08 3.10 1.044 0.153. - -- 0.89' 62 5.17 3.60 1.213 0.153 - -- 1.06 63 5.25 3.90 1.314. 0.153 - -- 1.16 64 5.33 4.20 1.415 0.153 - -- 1.26 65 5.42 4.70 1.583 0.153 - -- 1.43 66 5.50 5.60 1.886 0.153 -, -- 1.73 67 5.58 1.90 0.640 0.153 - -- 0.49 68 5.67 0.90 0.303 0.153 - -- 0.15 69 5.75 0.60 0.202 0.153 - -- 0.05. 70 5.63 0.50 0.168'. 0.153 0.02 71 . 5.92 0.30 0.101 0.153 •0.091 0.01 72 6.00 0.20 0.067 0.153 0.061 0.01 Sum = 100:0 Sum = 22'.8 Flood volume = Effective rainfall 1.90(In) times area 325.0(Ac.) /((In) /(Ft.)] = 51.5(Ac.Ft) Total soil loss = 0.90(In) Total soil loss = 24.482(Ac.Ft) Total rainfall = 2.81(In) Flood volume = 2244942.1 Cubic Feet Total soil loss = 1066451.8 Cubic Feet Peak flow rate -------------------------------------------------------------------- 7 -- - -- -- ----- of this hydrograph = - - - - -- -- 7 ----------------- '378.713(CFS) 6 - H O U R S T 0 R M -------------------------------------------------------------------- R u n o f f H y d r o g r a p h •Hydrograph in 5 Minute intervals ((CFS)) Time(h+m) ------------------------------------------------------------ Volume Ac.'Ft Q(CFS) 0 100.0 200.0 - - -------- 300.0 400.0 --------7-----=-------------------------------------------------------- 0+ 5 0.0007 0.10 Q 0 +10 0.0052 0.65 Q 0 +15 0.0187 1.96 Q 0 +20 0.0506 4.63 Q 0 +25 0.1090 8.-49 Q 0 +30 0.1856 11.12 VQ 0 +35 0.2758 13.10 VQ 0 +40 0.3815 15.34 VQ 0 +45 0.5123 19.00 VQ 0 +50 0.6605 21.51. V Q Page' -3 r ' 2 +15 4.6337 41.89 I' VQ 2 +20 4.9248 42.27 J VQ I J ? I �. 2 +25 5.2296 44.25 Mehm610O.out ' 0 +55 1+ 0 0.8184 0.9849 22.92 24.18 V Q- V Q I I I I I I 1+ 5 1.1617 25.67 V Q I I I -1 +10. 1.3516 27.58 IVQ I I I J 1 +15 1.5651 30.99 V•Q' J 2 +50 6.8639 49.11 I QV 1 +20 1.7944 33.30 IV Q 2 +55 7.2130 50.70 Q ' 1 +25 2.0321 34.52 IV Q I I I 1 +30 2.2759 35.40 IV Q I I I l 1 +35 2.5243 36.07 IV Q I I 1 +40 2.7762 36.57 I VQ 3 +20 9.1860 60.63 QV 1 +45 3.0308 36.96 J VQ ' 3 +25 9.6285 64.24 I QV I ' 1 +50. 3.2876 37.29 I VQ I I 1 +55 3.5461 37.54 I VQ' j 2+ 0 3.8075 37.95 I VQ I 3 +50 •12.3162 91.06 2+ 5 4.0731 38.57 I. Q I J 2 +10 4 3452 39 50 I Q I i r ' 2 +15 4.6337 41.89 I' VQ 2 +20 4.9248 42.27 J VQ I J I �. 2 +25 5.2296 44.25 2 +30 5.5461 45.97 I Q I J 2 +35 5.8683 46.78 J Q' J I. 2 +40 6.1947 47•.38. J Q ,I > 2 +45 6.5257 48.06 QV J 2 +50 6.8639 49.11 I QV 2 +55 7.2130 50.70 Q I I I 3+ 0 7.5839 53.85 I 3+ 5 7.9695 55.98 I QV I J I 3 +10 8.3639 57.27 3 +15 8.7685 58.74 i QV 3 +20 9.1860 60.63 QV ' 3 +25 9.6285 64.24 I QV I 3 +30 10.0931 67.47 J QV 1 3 +35 10.5818 70.96 QV ' 3 +40 11.1109 76.82 3 +45 11.669.1 83.95 QV,• Q � J 3 +50 •12.3162 91.06 - 3 +55 12.9815 96.61 I QV I I 4 +•0 13.6891 102.73 4+ 5 14.4334 108.08 QV J I ' 4 +10 15.2209 114.34 IQ 4 +15 16.0497 120.34 J' I 4 +20 16.9303 127.87 I I QV 1 4. +25 17.8722 136.77 Q 4 +30 18:8778 146.01 -� Q 4 +35 19.9462 155.14 I QQ 4 +40 21.0750 163.90 I 4 +45 22.2544. 171.25 , QQV 4 +50 23.4909 179.54 I 4 +55 24.7891 188.49 J ( QVI I I ' 5+ 0 26.1474 197.22 QV 5+ 5 27.5624 205.47 . i QV l5 +10 29.0616 217.68. I IQV I 5 +15 30.6856.. 235.81 5 +20 32.5086 264.69 J I Q I VQ I I. 5 +25 34.5711 299..48 I I V QI I 5 +30 36.8762 334.71 .. ( V I Q J j 5 +35 39.3837 364.08 I I I V_ Q 5 +40 41.9919 378.71 I j I V 10 I I I I I V Q 5 +45 44.5366 369.49" I 5 +50 46.4352 275.68 I I J Q V I'- n i .( 5 +55 47.7252 187.31 j. I Q V I j 6+ 0 48.6572 135.32 II Q I VV 6+ 5 49.3566 101.55 Q I 6 +10 49.8938 78..00 I Q I V I 6 +15 50.3082 60.17 Q VI 6+20 .50.6234 45.78 6 +25 50.8595 34.27 QQ' I I VI 6 +30 51.0332 25.23 I Q I I VJ 6 +35 51.1591. 18.28 IQ ( i VI 6 +40 51.2471 12.78 IQ I I I VI . 6 +45 51.3116 9.36 Q. + J VI 6 +50 51.3635 7.53 ' 6 +55 '51.4061 6.20 Q i Q I I J VI VI 7_ +. 0 51.4408 5.03 Q + J I VI Page 4 1 Mehm6100.out 7 +.5 51..4700 4.25 Q I I 7 +10 51.4944 3.54 Q VI 7 +15 51.5122 2.59 -Q I VI 7 +20 51.5239 1.69 -Q. I I I VI 7 +25 51.5310 1.04 Q I VI- 7 +30 51.5350' 0.57 Q I I V ' 7 +35 51.5361 0.17 Q Vi 7 +40 51.5365 0.06 Q j 7 +45 51.5367 0.02 Q I VI 7 +50 51.5367 0.01 Q I VI 7 +55 51.5368 0.00 Q I I VI ' 8+ 0 ----------- 51.5368 ----------- -------- 0.00 - Q I ( I - - - -- ------------------------ - V I i 1 I 1 1 i •J l • f Page 5. 1 1 1 1 1 1 1 1 1 1 A 1 HYDROLOGY .MANUAL' SYNTHETIC UNIT HYDROGRAPH METHOD BASIC DATA CALCULATION FORM Travertine Development, La Quinta, CA Toro Canyon fn =suh_eh.xls Calced By: ACC 04/01/02 Checked: AVERAGE ADJUSTED LOSS RATE [1] SOIL GROUP (PLATEC -1) [2] COVER TYPE [3) RI NUMBER (PLATE E -6.1) [41 PERVIOUS AREA INFLTN RATE -IN /HR (PLATE E-6.2) [51 LAND USE [6) DECIMAL 176 OF AREA IMPERV. (PLATE E -6.3) (7) ADJUSTED INFLTN RATE -IN /HR [41(1 -.9[61) [8) AREA ACRE - [9) (81 / SUM [81 [10] AVERAGE ADJUSTED INFLTN RATE -IN /HR P) *191 D Open Brush/ poor 88 0.15 Natural 0 0.15 5337.6 1.000 0.150 SUM [8) = 5337.6 SUM [10) = 0.15 Fm = Minimum Loss Rate - F12 = SUM[10] /2 = 0.08 IN/HR C = (F- Fm) /54 = (SUM[IO] - Fm) /54 = 0.00139 FT = C(24- (T /60)) 41.55 + Fm = 0.00139 ( 6 - (360160).)A 1.55 + 0.08 IN/HR Where: T = Time in minutes. To get an average value for each unit time period, use T =1/2 the unit time for the first time period, T =1 1/2 unit time for the second period. etc. DMhSt.out FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD /CIVILDESIGN, 1989 - 1998 Study date: 08/27/02 ---------------------------------------- --------------- -------- - - - - -- MADISON ST. IMPROVEMENT PROJECT 100 -YEAR, EXIST. LAND USE COND. DEVIL CANYON & MIDDLE CANYON RUNOFFS W/ TAILWATER PROP. NORTH. CULVERT W/ SEDIMENT -------------------------------------------------------------------- The Keith Companies, Costa Mesa, CA - SIN' 708 -------------------------------------------------------------------- *xx * *xx* * **xx* * *x * * ** HYDROGRAPH INFORMATION Z From study /file name: DEH66100.rte xx*xx* x. * * * * * ** * *x * * *x *** * ** *HYDROGRAPH DATA * ** * ** * *** ** * * * * ** * * * * * * ** ** Number of intervals = 157 Time interval = 5.0 (Min.) Maximum /Peak flow rate = 4798.530 (CFS) Total volume = 999.062 (AC.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 +++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + ± + + + + + + + + + ++ Process from Point /Station 1.000 to Point /Station 1.000 * * ** ADD /COMBINE /RECOVER HYDROGRAPHS * * ** * * * * * ** * * * ** * * ** * * * ** HYDROGRAPH INFORMATION From study /file name: meh66100.rte ..................................................... T .............. P R I N T O F S T O R M R u n o f f H y d r o g r a p h ---------------- --- ----------- ------------------------------ ----------- Hydrograph in 5 Minute intervals (CFS) -------------------------------------------------------------------- Time(h+m) Add q(CFS) Tot. Q 0 2401.5 4802.9 7204.4 9605.8 ---7------------------------------------------------------------------- 0+ 5 1.1001 2.05 Q 0 +10 6.8250 12.54 Q 0 +15 18.4256 .33:10 Q I I I 0 +20 36.3343 63.67, Q. I I I I 0 +25 62.1917 107.69 Q I I 0 +30 91,7804 163.89 .Q I I I 0 +35 121:9369 224.03 Q I 0 +40 153.3177 284.22 qQ . 0 +45 186.,4601 347.49 qQ 0 +50 217.7325 412:•88 qQ I 0 +55 243.4358 •468.84 Q I 1+ 0 269.9617 523.14 qQ 1+ 5 295.8577 576.42 qQ i 1 +10 321..2981 630.94 qQ 1 +i5 351.7326 688.69 qQ I I I 1 +20 382.8996 7.50.29 Iq Q I I 1 +25 409.2270 806.36 q Q I 1 +30 433.7164 856.86 Iq Q 1 +35 453.3677 899.14 1,q Q I I 1 +40 468.,8343 936.62 Iq Q I I" 1 +45 482.2280 967.16 1 +50 494.1211 993.68 I q Q I I I I 1 +55 504.5571 1017.08 I q Q 2+ 0 .516.9515 1043.85 I q Q I ! 2 +. 5... 530.1411 1071.05 2 +.10 544.6320 1100.37 I q Q Page 1 Z I� �I i� ;I I II, I ' 2 +15 2 +20 566.5558 586.5531 1140.95 1183.03 q Q Q . 2 +25 607.2827 1224.60 j q Q Q a 2 +30 632.3041 1271.41 q Q • 2 +35 650.2071 1312.42 q Q 2 +40 667.7061 1351.94 q Q ' 2 +45 685.4418 1387.38 q Q ( . .2 +50 704.5982 1429.62 a Q 2 +55 725.6239 1472.24 ! q Q 3+ 0 752.9125 1523.11• q Q 3+ 5 781.4140 1578.73 q Q ' 3 +10 808.6.052 1636.38 q Q 3 +15• 839.1357 1696.98 I q Q j 3 +20 868.3082 1755.78 q Q 3+25 903.8611 1826.68 3 +30 947.0408 1911.71 Q I qq 3 +35' 996.4075 2010.40 Q 3 +40 1059.0534 2127.01 .I q' Q 3 +45 1132.6136 2265.62 q QI 3 +50 3 +55 1212.4130 1293.9033 2422.42 2584.99 I q Q q Q 4+ 0 1377.1549 2749.57 q IQ 4+ 5 1459.3947 2917.00 q I Q 4 +10 1542.4307 3088.16 q Q 4• +15 1631.0441 3268.82 q Q 4 +20 1726.0050 3458.31 I q Q . 4 +25 1834.3602 3671.46 q � 4 .4 +30 1948.1226 3895.90 �Q 4 +35 2067.1175 4133.67 q 4 +40 2190.3686 4379.04 I qI Q ' 4 +45 2311.9700 4628.82 qI Q 4 +50 2432.7955 4875.41 I q S -4 +55 2556.4316 5125.53 q 5+ 0 2680.6225 5380.52 'lq i 5+ 5 2816.1004 5659..61 5 +10 2985.4368 5993 .9.2 Iqq 5 +15 3200.8473 6408.36 q 5 +20 3478.2558 6927.76 q 5 +25 5 +30 3627.8517 42.40.3664 7582.89 8376.05 I q. ) - q 5 +35 4596.6364 9068.37 q 5 +40 _ 4786.9395 9470.84 q 5 +45 4807.2724 9605.80 c 5 +50 4466.9470 9225.77 q 5 +55 3883.7578 8309.38 1 q 6+ 0 3331.9.088 7248.59 I q 6+ 5 2762.3788 6190.44 q. 6 +10 2307.9309 5309 -.32 I qI 6 +15 1996.4919 4533'.50 I q I Q ' 6 +20 1769.9523 3975.04 q I Q 6 +25 1590.1667 3551:07 q I Q 6 +30 1447.4823 3226.67 q Q 6 +35 1326.5177 2951.17 q Q. ' 6 +4'0 1218.3638 2720.89 q IQ 6 +45 1124.9261 2521.20 q Q a 6 +50 1037.5375 2340.26 1 q QI I 6 +55 959.6156 2180.30 1 q QI 7+ 0 889.7948 2033.04 f q Q ' 7+ 5 827.8492 1902.21 q Q 7 +10 771.6477 1779.11 q Q I 7 +15 718.0212 1666.78 q Q i " 7 +20 672.5200 1563.10 q Q 7 +25 631.0415 1473.51 q• Q . ' 7 +30 594.1032 1389.91 7 +35 562.9912 1316.61 q Q 7 +40 534.0614 1244.62 I q Q. 7 +45 506.3223 1180.27 q Q 7 +50 480.4415 1120.16 q 7 +55 462..4611 1072.33 q Q 8+ 0 445.6414 1027.51 Q .' 8+ 5 428.'2469 984.91 Iq q Q 8 +10 411.6657 946.27 q_Q 8 +15 394.7167 907.65. Iq Q. 8 +20 376.3152 867.07 Iq Q' '4 QQ Q 4 Q 4 Q Page 2_ 1 " Q `) zvi 41, Mau CAt�i i IQ Q Q Q a � � 4 Q Page 2_ 1 " Q `) zvi 41, Mau CAt�i i ------=------------------------------- --------------- -- - - ----- - - - - -- Process from Point /Station 3.000 to Point /Station 3.000 Page 3 DMhSt.out 8 +25 360.0647 829.59 Iq Q I I I I 8 +30 347.9937 803.62 8 +35 336.3294 779.97 Iq Q I I I I 8 +40 324.4687 755.76 q Q I I I 8 +45 313.3930 731.25 q Q I I I 8 +50 301.2619 706.23 qQ 8 +55 288.1312 680.08 IqQ I I I I 9+ 0 277.4701 '655.51 qQ I I I I 9+ 5 267.7576 630.34 qQ 9 +10 257.3055 607.47 qQ I I 9 +15 246.4004 587.92 qQ I I 9 +20 236.8147 569.78 q Q I f 9 +25 226.3105 550.17 q Q' I 9 +30 215.4556. 530.05 q Q 1- 9+35 206.8281 512.63 q'Q. I I 9 +40 199.6330 496.41 q Q I' 9 +45 192.0884 479.02 qQ 9 +50 184.9766 461.80 qQ I I 9 +55 178.5444 447.44 qQ 10+ 0 171.9951 433.79 qQ I I 10+ 5 -164.9284 419.37 qQ 10 +10 158.0884 404.47 qQ 10 +15 150.8238 390.12 qQ I I 10 +20 143.1376 375.39 qQ' I I I 10 +25 134.8279 359-82 qQ 10 +30 126.7173 343.54 'qQ 10 +35 118.1779 327.97 qQ 10 +40 110.0058 314.30 qQ 10 +45 99.6894 298.45 qQ j 10 +50= 86.8305 280.05 qQ 10 +55 72.6849 260.12 qQ I 11+ 0 57.6509 240.58 qQ ll+ 5 41.2668 219.64 Q 11 +10 11.8691 185.87 Q 11 +15 3.7130 172.99 Q 11 +20 1.2392' 165.41, Q I I I 11 +25 0.4502 159.13 Q 11 +30 0.2742 - 153.09 Q 11 +35 0.1256 ' 146.62 Q I 11 +40 0.0000 140.24 Q I I I 11 +45 0.0000 133.60 Q I I I 11 +50 0.0000 126.57 Q I I 11 +55 0.0000 119.10 Q I .12+ 0 0.0000 111.69 Q I I I 12+ 5 0.0000 103•.89 Q I I 12 +10 0.0000 95.96 Q 12 +15 0.0000 86.11 Q 12 +20 0.0000 74.19 Q I I 12 +25 0.0000 61.12 Q I I, 12 +30. 0.0000 47.02 Q 12 +35 0.0000 31.24 Q I II 12 +40, 0.0000 9.02 Q 12 +45 _0:0000 2:83 Q I 12 +50 0.0000. 0.95 Q 12 +55 0:0000 0.36 Q I I I 13+ 0 0.0000 0.21 Q I 13.+ 5 0.0000 0.09 ,Q I ---------------=------------------------------------------------------- ******* * * * * * * * * * * * * * * * * * * * **HYDROGRAPH Number of.intervals = 157 .Time interval = 5.0 (Min.) Maximum /Peak flow rate = 9605.802.(CFS) Total volume = '1901.721 (AC.Ft) Status of hydrographs being held in storage Stream'1 Stream 2 Stream 3' Stream 4 Stream 5 Peak (CF S) 0.000 . 0.000 ' '0.000' 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0..000 0.000 0.000 ------=------------------------------- --------------- -- - - ----- - - - - -- Process from Point /Station 3.000 to Point /Station 3.000 Page 3 � ,. f .'. i � � ,� i 1 '. r Cut Volume (cY) Fill Volume (cY) Roadway Embankment i 155,120.37 Borrow Site No. 1 26,797.46 Borrow Site No. 2 Summary of .Earthwork Quantities Facility Name Cut Volume (cY) Fill Volume (cY) Roadway Embankment 1,879.63 155,120.37 Borrow Site No. 1 26,797.46 Borrow Site No. 2 17,262.66 Borrow Site No. 3 8,470.00 Borrow Site No. 4 5,114.27 Borrow Site No. 5 1,726.27 Borrow Site No. 6 29,943.46 Borrow Site.No. 7 26,603.86 Borrow Site No. 8 53,562.66 Borrow Site No. 9. i Total 1 171,360.26 155,120.37 9 j i 9 Madison Street Improvement Project, La Quinla,'CA _ Stage Storage Table for Basins Upstream, and Downstream of Madison Street Sediment prorated to elevation 21 Stage Storage Data for Area Behind Dike No. 4 D/S of Madison St. Sediment Volume for Area D/S Madison St. Net Storage Data for Area Behind Dike No. 4 D/S of Madison St. BASIN NO. 2 Storage Data For Entire Area Behind Dike No. 4 (Upstream of Ave. 62 Storage Data For Entire Area U/S Madison St. Sediment Volume for Area U/S Madison St. Stage Storage Data For Area Behind Dike No. 4 U/S of Madison St. BASIN NO. 1 Volume Volume Volume Volume Volume Volume Volume Elevation Depth ac -ft- ac -ft ac -ft ac -ft ac -ft ac -ft ac -ft -15 0 0.00 0'.00 0.00 0.00 0:00 0.00 0.00 -14 - 1 2.84 1.72 1.12 21.78 18.94 5.47 13.47 -13 2 5.68 3.44 2.24 43.57 37.89 10.95. 26.94 -12 3 8.52 5.16 3.36 65.35 56.83 16.42 40.41 -11 4 11.36 6.88 4.48 87.13 75.77 21.90 53.87 -10 5 14.20 8.60 5.60 108.92 94.72 27.37 67.34 -9 6 28.70 17.38 11.32 130.70 101.99 29.48 72.52 -8 7 43.21 26.17 17.04 152.48 10927 31.58 77.69 -7 8 57.71 34.95 22.76 174.26 116.55 33.68 82.87 -6 9 72.22 43.73 28.48 196.05 123.83 35.79 88.04 -5 10 86.72 52.52 34.20 217.83 131.11 .37.89 93.22 4 11 113.30 68.61 44.68 275.35 16205 46.83 115.22 -3 12 139.88 84.71 55.17 332.86 192.99 55.77 137.21 -2 13 166.45 100.80 65.65 390.38 223.93 64.71 159.21 -1 14 193.03 116.90 76.13 447.90 254.87 73.66 181.21 0 15 219.61 133.00 B6.61 505.42 285.81 82.60 203.21 1 16 252.28 152.78 99.50 -562.93 310.65 89.78 220.87 2 17 284.96 172.57 112.39 620.45 335.49 96.96 238.53 3 18 317.63 192.36 125.27 677.97 360.33 104.14 256.20 4 19 350.31 212.14 .138.16 735.48 385.18 111.32 273.86 5 20 .382.98 231.93 151.05 793.00 410.02 118.50 291.52 6 21 427.83 259.09 168.74 893.40 465.57 -134.55 331.02 7 22 472.68 286.25 186.43 993.79 521.11 150.60 370.51 8 23 517.53 313.42 204.11 1,094.19 576.66 166.65 410.00 9 24 562.38 340.58 221.80 1,194.58 632.20, 182.71 449.50 10 25 607.23 367.74 239.49 1,294.98 687.75 198.76 488.99 10.01 25.01 607.79 368.08 239.71 1,295.98 686.19 198.89 489.31 •11 - 26 663.78 401.98 261.80 1,395.38 731.60 211.43 520.17 12 27 720.33 436.23 284.10 1,495.77 775.44 224.10 551.34 13 28 776.89 470.48 306.41 1,596.17 819.28 236.77 582.51 14 29 833.44 504.73 328.71 1,696.56 863.12 249.44 613.68 15 30 890.00 538.98 351.02 1,796.96 906.96 262.11 644.85 16 31 946.65. 573.29 373.36 1960.39 1,013.74 292.97 720.77 16.82 31.82 993.10 601.42 391.68 2,094.40 1,101.30 318.28 783.02 17 32 1,003.27 607.58 395.69 2,122.43 1, 119.16 323.44 795.72 18 33 1,059.78 641.80 417.98 2,278.16 1,218.38 352.11 866.27 19 34 1,116.28 676.02 440.26 2,433.89 1,317.60 380.79 936.82 20 35 1,172.79 710.24 462.55 2,589.62 1,416.83 409.46 1,007.36 20.5 35:5 1,201.05 727.35 473.70 2,668.88 1,467.83 424.20 1,043.63 21 36 1,229.33 744.48 484.85 2,748.15 1,518.82 439.45 1,079.37 22 37 1,285.88 744.46 '541.42 2,906.68 1,620.80 439.45 1,181.35 23 38 1,342.43 744.46 597.97 3,065.21 1,722.77 439'.45 1,283.32 24 39 1,398.99 744.46 654.53 3,223.74 1,824.75 439.45 1385.30 25 40 1,455.54 744.46 711.081 3,382.27 1,926.731 439.45 1,487.28 k: %110191\calclhydrology%Slage- Storage datalwilh sediment. Basin No. 2 Stage - Storage Data 2,000:00 "1,800.00 1,600.00 • 1,400.00 1,200.00 Storage With No Sediment 1,000.00 -49-- Storage with Sediment 0 800.00 600.00 - 400.00 - ` 200.00 0.00 41w.. T . . —nom 1 3 5 7 '9 11 13 15.17 19 21 23 25 27 29,-31 33 35 37 39 41 43 r. Stage (ft.) He Edt ero}ect Yew �mVrau- Iools. k4ge Results y8[rdow 13�b _ - a T O /... _. -- f__.® ...� �U (- 1 • I j.' �.r J �J �� san% °% mo ' %' R 4: a a, 0. }. �..!1 ': !,.,I +>� J gilUFAM q! X i- Invert Elevation =. -15.00 -15 'r-- --- -------- ---- ---- ------ - ----- - - i - -- -- - 1 Jan 2 Wed 3Thu Jan 2002 Time Node - Basin 2 -L.—[Max Stage - 23.2651 15 10 1000 FL 500 1 Jan Jan 2002 or HeIP; Press F1 .... m . 0 2 Wed 3 Thu Time r - " Input File C: \XPS \XP -SWMM \Martin \Balance Pipe \tettemer Mk 2.XP Current Directory: c: \xps \XP -SWM -1 Engine Name: c: \xps \XP- SWM• -1 \swmmengw.exe Read 3 line(s) and found 2 items(s) from your cfg file. XP- SWMM2000 Storm Water Management Model j Version 8.29 1 Developed by XP Software Inc. and Pty. Ltd. Based on the U.S. EPA ' Storm Water Management Model Version 4.40 Originally Developed by Metcalf & Eddy, Inc. ' University of.Florida j Camp Dresser & McKee Inc. �. September 1970 EPA -SWMM is maintained by �. Oregon State University Camp Dresser & McKee Inc. XP Software October, 2000 Data -File Version -- - - - - -- 11.0 - - - - -- - - -� Input and Output file names by SWMM Layer f Input File to Layer # 1 JOT.US ' Output File to Layer # 1 JOT.US JSpecial command line arguments in XP7SWMM20'00 This now includes program defaults. $Keywords are the program defaults. Other Keywords are from the SWMMCOM.CFG file.1 or the command line or any cfg file on the .command line. 1, Examples include these in the file xpswm.bat under the ' section :solve or in the windows version XPSWMM32 in they file solve.bat Note: the cfg file should be in the subdirectory swmxp. or defined by the set variable in the xpswm.bat jfile. Some examples of the command lines possible 1 are shown below: 1 ' swmmd swmmcom. cfg ' swmmd my: cfg- -=__ _______________________ �- swmmd nokeys nconv5 pery extranwq $powerstation 0.0000 1 2 $pery 0.0000 0 4 $oldegg 0.00'00 0 7 $as 0.0000 0 11 $no£lat 0.0000 0 21 $oldomega 0.0000. 0 24 $oldvol 0.0000 1 28 $implicit 0.0000 1 29 $oldhot 0.0000 1 31 . $oldscs 0.0000 0 33 $flood . 0.0000 1 40 $nokeys 0.0000 0 42 4 $pzero 0.0000 0 55 C • k $oldvol2 0.0000 2 59 $oldhotl' 0.0000 1 63 $pumpwt 0.0000 1 70 $ecloss 0.0000 •1 77 $exout 0.0000 0 97 $weirlen = 50 50.0000 1 153 $oldbnd 0.0000 1 154 $nogrelev 0.0000 1 161 $ncmid 0.0000 0 164 $new_nl_97 0.0000. 2 290 $best97 0:0000 1 294 $newbound' 0.0000 1 295 $q_tol = 0.1 0.0010 1 316 $new_storage 0.0000 1 322 NEW_ITERATION 0.0000 0 333 $minlen =30.0 30.0000 1 346 $r.eview_elevatio 0.0000 1 383 USE—FULL—VOLUME 0.0000 0 385 Parameter values on the Tapes Common B1ock.These are the values read from the data file and dynamically allocated by the model for this simulation. Number of Subcatchments in the Runoff Block (NW) .... 0 Number of Channel /Pipes in the Runoff Block (NG) .... 0 Runoff Water quality constituents (NRQ) ............. 0 Runoff Land Uses per Subcatchment (NLU) ............. 0 Number of Elements in the Transport Block (NET)..... 0• Number of Storage Junctions in Transport (NTSE):.... 0. Number of Input Hydrographs in Transport (NTH)...:.: 0, Number of Elements in the Extran Block (NEE) ........ 1 Number of Groundwater Subcatchments in Runoff (NGW). 0 Number of Interface locations for all Blocks (NIE).. 1 Number of Pumps in Extran (NEP) ............ :.......... 0 Number of Orifices in Extran (NEO) .................. 0 Number of Tide Gates /Free Outfalls in Extran (NTG.).. 0 Number of Extran Weirs (NEW) .......................... 0 Number of scs hydrograph points ..................... 1 Number of Extran printout locations (NPO)............ 2 Number of Tide elements in Extran (NTE) .:........... 0, Number of Natural channels (NNC) .................... 0 Number of Storage junctions in Extran (NYSE).....:.. 2 Number of Time history data points in Extran(NTVAL). 0 'Number of Variable storage elements in Extran (NVST) 44 Number of Input Hydrographs in Extran (NEH) ....... .. 1 Number of Particle sizes in Transport Block (NPS) ... 0 Number of User defined conduits (NHW) ............... 2 Number of Connecting conduits in Extran (NECC) ...... 20 Number of Upstream elements in Transport (NTCC) ..... 10 Number of Storage /treatment plants (NSTU) ........... 0 Number'of Values for R1 lines in Transport (NR1).... 0 Number of Nodes to be allowed for (NNOD) ............. 1 Number of Plugs in a Storage Treatment Unit......... 1 ######################### # # # # # # # # # #. # # # # # # # # # # # # # ## # # # ## # Entry made to the HYDRAULIC Layer(Block) of SWMM # # Last Updated October,2000 by XP Software # *--------------------------- _----------------- _ ______________* . HYDRAULICS TABLES IN THE OUTPUT FILE �,. These are the more important tables in the output file. You can use your editor to find the table numbers, for example: search for Table E20 to-check continui.ty.. This output file.can be imported into a Word Processor and printed on US letter or A4 paper using portrait mode, courier font, a size of 8 pt..and margins of 0.75 Table E1 - Basic Conduit Data Table E2 - Conduit Factor Data Table E3a - Junction Data Table E3b - Junction Data Table E4 - Conduit Connectivity Data j Table E4a - Dry Weather Flow Data Table E4b - Real Time Control Data, Table E5 Junction Time Step Limitation Summary Table E5a - Conduit Explicit Condition Summary Table E6 - Final Model Condition Table E7 - Iteration Summary Table E8 - Junction Time Step Limitation Summary Table E9 _ Junction Summary Statistics Table E10 - Conduit Summary Statistics Table Ell - Area assumptions used in the analysis Table E12 - Mean conduit information Table E13 - Channel losses(H) and culvert info Table E13a - Culvert Analysis Classification Table E14 - Natural Channel Overbank Flow Information Table E15 - Spreadsheet Info List Table E15a - Spreadsheet Reach List Table E16 - New Conduit Output Section Table E17. —Pump Operation Table E18 - Junction Continuity Error Table E19 - Junction Inflow Sources Table E20 = Junction Flooding and Volume List Table E21 - .Continuity balance at simulation end Table E22 - Model Judgement Section ` Time Control from Hydraulics Job Control Year......... 2002 Month....... 1 Day.......... 1 Hour........ 0 Minute....... 0 Second...... 0 Control information for simulation ---------------------------------- Integration cycles.......'......- Length-of integration step is...... Simulation length............'...... Do not create equiv. pipes(NEQUAL). Use U.S. customary units for I /0... Printing starts in cycle..:........ Intermediate printout intervals of. Intermediate printout intervals of. Summary printout, intervals of...... Summary printout time interval of.. Hot start file parameter (REDO) .... Initial time ....................... Iteration variables: Flow Tolerance. Head Tolerance. Minimum depth (m or ft)......... Underrelaxation parameter....... Time weighting parameter........ Conduit roughness factor::..._... Flow adjustment factor.......... Initial Condition Smoothing..... Courant Time Step,Factor........ Default Expansion /Contraction K. Default Entrance /Exit K......... Routing Method .................. Default surface area of junctions... Minimum Junction /Conduit Depth....:. Ponding Area Coefficient............ Ponding Area Exponent............... 2880 60.00 seconds 48.00 hours 0 - 0 1 • 1 cycles 1.00 minutes 1 cycles 1:00 minutes 0 0.00 hours 0.00010 0.00050 0.00001 0.85000. 0.85000 1.00000 1.00000 , 0 1.00000 0.00000 0.00000 Dynamic Wave 12.57 square feet. 0.00001.feet. 50000.00 5.0000 Minimum Orifice Length .............. 300.00 feet. NJSW input hydrograph junctions..... 1 or user defined hydrographs.. -.. Printed output for the following 2 Junctions Basin 1 Basin 2 Printed output for "the following 1 Conduits Conduit _________--- - -___�*> Table El Conduit Data 12, 2 'DIA -. `Fv'ry is 2.T Trapezoid Inp Conduit Length Conduit Area Manning Max Width Depth Side Num Name (ft) Class (ft ^2) Coef. (ft) (ft) Slopes - - -- ---------------- ---- - - - - -- ---- - - - - -- - - - - - -- - - - - - -- --- - - - - -- ----- - - - - - -- 1 Conduit 232.7000. Circular 116.8987 0.0140 12 -2000 12 -2000 Total length of all conduits 232.7000,feet Table E2 - Conduit Factor Data -------------------------------------------- - - - - -- Full pipe or full open conduit volume Input full depth volume ............. 2.7202E +04 cubic feet Table E3a - Junction Data _ ______ ________* Inp Junction Ground Crown Invert Qinst Initial Interface NUM* Name Elevation Elevation Elevation cfs Depth -ft Flow ($) - -- --------- - - - - -- --- - - - - -- --- -- - - -- --- - - - - -- -- - - - - -- -- - - - --- -- - - - - - -- 1 Basin 1 .25.0000 25.0000 - 15.0000 0.0000 0.0000 100.0000" , Time Low Flow Depth at Conduit Number Entrance Exit Exp /Contc Weighting Roughness Which Flow Name of Barrels Loss Coef Loss Coef Coefficnt Parameter Factor.n Changes Routing --------- - - - - -- ---- - - - - -- --- - - - - -- --- - - - --- --- - - -- -- Conduit 1.0000 0.1000 1.0000 0.0000 --- - - - - -- --- - - - - -- --- - - - - -- - - - - - -- 0.8500 1.0000 0.0000 Standard -, Dynamic Wave If there are messages about (sqrt(g *d) *dt /dx)-, or the sqrt(wave celerity)-time step /conduit length in the output file all it means is that the program will lower the.internal time "step to satisfy•this condition (explicit condition). You control the actual internal time step by using the minimum courant time step factor in the HYDRAULICS job control. The message put in words states that the smallest conduit with the fastest velocity will control the time step selection.. You have further control by using the modify conduit option in the HYDRAULICS Job Control. Conduit Courant. Name Ratio - Conduit 5.11 =__> Warning ! ( sgrt(wave celerity) *time step /conduit length) Conduit Volume *------------- - - - - -* Full pipe or full open conduit volume Input full depth volume ............. 2.7202E +04 cubic feet Table E3a - Junction Data _ ______ ________* Inp Junction Ground Crown Invert Qinst Initial Interface NUM* Name Elevation Elevation Elevation cfs Depth -ft Flow ($) - -- --------- - - - - -- --- - - - - -- --- -- - - -- --- - - - - -- -- - - - - -- -- - - - --- -- - - - - - -- 1 Basin 1 .25.0000 25.0000 - 15.0000 0.0000 0.0000 100.0000" , 2 Basin 2 25.0000 25.0000 - 15.0000 0.0000 0.0000 100.0000 Table E3b - Junction Data --------------------------------------------------- Inp Junction X Y Num Name Coord. Coord. Type of Manhole Type of Inlet Maximum Capacity a - 1 Basin 1 88.0000 437.2655 Flooded Ponding Normal Inlet 2 Basin 2 128.3586 422.0931 Flooded Ponding Normal Inlet *----------------------------------==---------- --------------------------------------------------- Table E4 - Conduit Connectivity - - - - -* Input Conduit. Upstream Downstream Upstream Downstream Number Name Node Node Elevation Elevation 1 Conduit Basin 1 Basin.2 - 6.0000 - 15.0000 No Design ------------------------------------------ Storage Junction Data f MAXIMUM OR PEAK OR CROWN DEPTH STORAGE JUNCTION JUNCTION CONSTANT SURFACE CONSTANT VOLUME ELEVATION STARTS NUMBER OR NAME TYPE AREA•'(FT2) (CUBIC FEET) (FT) FROM -------- - Basin - -- - - -- - - - - -- 1 Stage /Area ---------- 4.573800E - - - - -- -------=- +06 64.548284E - - - - -- - -- - - - - +06 25.0000 -- ----- - - - - -- Node Invert Basin 2 Stage /Area 3.049200E +06 31.489027E +06 25:0000 Node Invert Variable storage data for node Basin 1 Data Elevation Depth Area Volume Area Volume Point ft ft ft ^2 ft ^3 acres ac -ft - - - -- 1 --- - - - - -- - 15.0000 - - - - -- 0.0000 ----- - - - - -- 4356.0000 ------ - - - - -- ----- 0'.0000 - - - - -- ------ 0.1000 - - - - -- 0.0000 2 - 14.0000 1.0000 435600.0000 161172.0000 10.0000 .3.7000 3 - 13.0000 2.0000 435600.0000 596772.0000 10.0000 13.7000 4 - 12.0000 3.0000 435600.0000 1.032372E +06 10.0000 23.7000 5 - 11.0000 4.0000 435600.0000 1.467972E +06 10.0000 33.7000 6 - 10.0000 5.0000 435600.0000 1.903572E +06 10.0000 43.7000 7 - 9.0000 6.0000 435600.0000 2.33917.2E +06 10.0000 53.7000 8 - 8.0000 7.0000 435600.0000 2.774772E +06 10.0000 63.7000 9 - 7.0000 8.0000 435600.0000 3.210372E +06 10:0000 73.7000 10 - 6.0000 9.0000 435600.0000 3.645972E +06 10.0000 83.7000 11 - 5.0000 10.0000 435600.0000 4.081572E +06 10.0000 93.7000 12 - 4.0000 11.0000 740520.0000 4.662930E +06 '17.0000 107.0461 13 - 3.0000 12.0000 784080.0000 5.425126E +06 18.0000 124.5438 14 - 2.0000 13.0000 784080.0000 6.209206E +06 18.0000 142.5438 15 - 1.0000 14.0000 784080.0000 6.993286E +06 18.0000 160.5438 16 0.0000 15.0000 871200.0000 7.820544E +06 20.0000 179.5350_ 17 1.000 16.0000 871200.0000 8.691744E +06 20.0000 199.5350 18 2.0000 17.0000 871200.0000 9.562944E +06 20.0000 219.535.0 19 3.0000 18.0000 871200.0000 10. 434144E +06 20.0000 239.5350 20 4.0000 19.0000 1089000:000 11.412221E +06 25.0000 261.9885 21 5.0000 20.0000 1306800.000 12.608467E +06 30.0000 289.4506 22 6.0000 21.0000 1393920.000 13.958593E +06 32.0000 320.4452 23 7.0000. 22.0000 1524600.000 15.417365E +06 35.0000 353.9340 24 8.0000 23.0000 1742400.000 17.049654E +06 40.0000 391.4062 25 9:0000 24.0000 1742400.000 18.792054E +06 40.0000 431.4062 26 10.0000 25.0000 1742400.000 20.534454E +06 40.0000 471.4062 27 10.0100 .25.0100 1742400.000 20.551878E +06 40.0000 471.8062 28 11.0000 26.0000 1742400.000 22.276854E +06' - 40.0000 511.4062 ' 35 17.0000 32.0000 2395800.000 32.977099E +06 55.0000 757.0500 36 18.0000 33'.0000 2831400.000 35.5876069E +06 65.0000 816.9805 37 19.0000 34.0000 3267000.000. 38.634272E +06 75.0000 8'86.9209 38 20.0000 35.0000 3702600.000 42.116801E +06 85.0000 966.8687 39 2 20.5000 3 35.5000 4 4138200.000 4 44.075992E +06 9 95.0000 1 1011.8456 ' 4 40 2 21.0000 3 36.0000 4 4573800.000 4 46.253084E +06 1 10'5.0000 1 1061.8247• 41 2 22.0000 3 29 12.0000 27.0000 1742400.000 24.019254E +06 40.0000 42 2 551.4062 ' 30 31 13.0000 14.0000 28.0000 29:0000 1742400.000 1742400.000 25.761654E +06 27.504054E +06 40.0000 40.0000 24.0000 3 591.4062 631.4062 4573800.000 5 32 15.0000 30.0000 1742400.000 29.246454E +06 40.0000 40.0000 4 671.4062 i 33 16.0000 31.0000 1829520.000 31.032237E +06 42.0000 node Basin 2 712.4021 34 16.8200 31.8200 1960200.000 32.585714E +06 45.0000 748.0651 ' 35 17.0000 32.0000 2395800.000 32.977099E +06 55.0000 757.0500 36 18.0000 33'.0000 2831400.000 35.5876069E +06 65.0000 816.9805 37 19.0000 34.0000 3267000.000. 38.634272E +06 75.0000 8'86.9209 38 20.0000 35.0000 3702600.000 42.116801E +06 85.0000 966.8687 ' Data Elevation Depth Area Volume Area Volume Point ft ft ft ^2 ft ^3 acres ac -ft 1 - 15.0000 0.0000 4356.0000 0.00'00 0.1000 0.0000 ' 2 - 14.0000 1.0000 653.40.0000 28855.5718 1.5000 0.6624 3 - 13.0000 2.0000 65340.0000 94195.5718 1.5000 2.1624 4 - 12.0000 3.0000 65340.0000 159535.5718 1.5000 3.6624 j 5 - 11.0000 4.0000 65340.0000 224875.5718 1.5000 5.1624 ' 6 - 10.0000 5.0000. 65340.0000 290215.5718 1.5000 6.6624 7 - 9.0000 6.0000 87120.0000 366184.9495 2.0000 8.4064 8 - 8.0000 7.0000 174240.0000 494373.7114 4.0000 11.3493 9 - 7.0000 8.0000 261360.0000 710706.8935 6.0000 16.3156 ' 10 - 6.0000 9.0000 348480.0000 1.014584E +06 8.0000 23.2917' 11 - 5.0000 10.0000 435600.0000 1.405815E +06 10.0000 32.2731 12 - 4.0000 11.0000 522720.0000 1.884314E +06 12.0000 43.2579 13 - 3.0000 12.0000 522720.0000 2.407034E +06 12.0000 55.2579 •14 - 2.0000 13.0000 522720.0000 2.929754E +06 12.0000 67.2579 ' 15' - 1.0000 14.0000 522720.0000 3.452474E +06 12.0000 79,.2579 16 0.0000 15.0000 522720.0000 3.975194E +06 12.0000 91.2579 17 1.0000 16.0000 522720.0000 4.497914E +06 12.0000 103.2579 18 2.0000 17.0000 522720.0000 5.020634E +06 12.0000 115.2579 ' 19 3.0000 18.0000 522720.0000 5.543354E +06 12.0000 127.2579 20 4.0000 19.0000 522720.0000 6.066074E +06 12.0000 139.2579 21 5.0006 20.0000 522720.0000 6..588794E +06 12.0000 151.2579 22 6.0000 21.0000 609840.0000 7.154515E +06 14.0000 164.2451 23 7.0000 22.0000 696960.0000 7.807430E +06 16.0000 179.2339 ' 24 8.0000 23.0000 784080.0000 8.547523E +06 18.0000 196.2241 25 9.0000 24.0000 871200.0000 9.374780E +06 20.0000 215.2153 26, 10.0000 25.0000 958320.0000 10.289194E +06 22.0000 236.2674 j 27 10.0100 25.0100 958320:0000 10.298778E +06 22.0000. 236.4274 ' 28 11.0000 26.0000 958320.0000 11.247514E +06 22.0000 258.2074 29 12.0000 27.0000 958320.0000 12.205834E +06 22.0000'' 280.2074 30 13.0000 28.0000 1001,880.000 13.185854E +06 23.0000 302.7055 31 14.0000 29.0000 1001880.000 14.187734E +06 23.0000 325.7055 32 15.0000 30.0000 _ 1001880.000 15.189614E +06 23.0000 348.7055 ' 33 16.0000 31.0000 1001880.000 16.191494E +06 23.0000 .371.7055 34 16.8200 . 31.8200 1001880.000 17.013035E +06 23.0000 390.5655 35 17.0000 32.0000 1001880.006 17.193374E +06 23.0000 394.7,055 36 18.0000 33.0000 1001880.000 18.195254E +06 23.0000 417.7055 ' 37 19.0000 34.0000 1001880.000 19.197134.E +06 23.0000 440.7055 38 20.0000 35.0000 1001880.000 20.199014E +06 23.0000 463.7055 39 20.5000 35.5000 1001880.000 20.699954E +06 23.0000 475.2055 40 21.0000 36.0000 1045440.000 21.211745E +06 24.0000 486.9547 41 22.0000 37.0000 2178000.000 22.789213E +06 50.0000 523.1683 42 23.0000 38.0000 3049200.000 25.390627E +06 70.0000 582.8886 43 24.0000 39.0000 3049200.000 28.439827E +06 70.0000 652.8886 44 25.0000 40.0000 3049200.000 31.4896027E +06 70.0000 722.8886 INTERNAL CONNECTIVITY INFORMATION " 39 2 20.5000 3 35.5000 4 4138200.000 4 44.075992E +06 9 95.0000 1 1011.8456 ' 4 40 2 21.0000 3 36.0000 4 4573800.000 4 46.253084E +06 1 10'5.0000 1 1061.8247• 41 2 22.0000 3 37.0000 4 4573800.000 5 50.826884E +06 1 105.0000 1 1166.8247 42 2 23.0000 3 38.0000 4 4573800.000 5 55.400684E +06 1 105.0000 1 1271.8247 43 2 24.0000 3 39.0000 4 4573800.000 5 59.974484E +06 1 105.0000 1 1376.8247 ' 4 44 2 25.0000 4 40.0000 4 4573800.000 6 64.548284E +06 1 105.0000 1 1481.8247 variable storage d data for n node Basin 2 Data Elevation Depth Area Volume Area Volume Point ft ft ft ^2 ft ^3 acres ac -ft 1 - 15.0000 0.0000 4356.0000 0.00'00 0.1000 0.0000 ' 2 - 14.0000 1.0000 653.40.0000 28855.5718 1.5000 0.6624 3 - 13.0000 2.0000 65340.0000 94195.5718 1.5000 2.1624 4 - 12.0000 3.0000 65340.0000 159535.5718 1.5000 3.6624 j 5 - 11.0000 4.0000 65340.0000 224875.5718 1.5000 5.1624 ' 6 - 10.0000 5.0000. 65340.0000 290215.5718 1.5000 6.6624 7 - 9.0000 6.0000 87120.0000 366184.9495 2.0000 8.4064 8 - 8.0000 7.0000 174240.0000 494373.7114 4.0000 11.3493 9 - 7.0000 8.0000 261360.0000 710706.8935 6.0000 16.3156 ' 10 - 6.0000 9.0000 348480.0000 1.014584E +06 8.0000 23.2917' 11 - 5.0000 10.0000 435600.0000 1.405815E +06 10.0000 32.2731 12 - 4.0000 11.0000 522720.0000 1.884314E +06 12.0000 43.2579 13 - 3.0000 12.0000 522720.0000 2.407034E +06 12.0000 55.2579 •14 - 2.0000 13.0000 522720.0000 2.929754E +06 12.0000 67.2579 ' 15' - 1.0000 14.0000 522720.0000 3.452474E +06 12.0000 79,.2579 16 0.0000 15.0000 522720.0000 3.975194E +06 12.0000 91.2579 17 1.0000 16.0000 522720.0000 4.497914E +06 12.0000 103.2579 18 2.0000 17.0000 522720.0000 5.020634E +06 12.0000 115.2579 ' 19 3.0000 18.0000 522720.0000 5.543354E +06 12.0000 127.2579 20 4.0000 19.0000 522720.0000 6.066074E +06 12.0000 139.2579 21 5.0006 20.0000 522720.0000 6..588794E +06 12.0000 151.2579 22 6.0000 21.0000 609840.0000 7.154515E +06 14.0000 164.2451 23 7.0000 22.0000 696960.0000 7.807430E +06 16.0000 179.2339 ' 24 8.0000 23.0000 784080.0000 8.547523E +06 18.0000 196.2241 25 9.0000 24.0000 871200.0000 9.374780E +06 20.0000 215.2153 26, 10.0000 25.0000 958320.0000 10.289194E +06 22.0000 236.2674 j 27 10.0100 25.0100 958320:0000 10.298778E +06 22.0000. 236.4274 ' 28 11.0000 26.0000 958320.0000 11.247514E +06 22.0000 258.2074 29 12.0000 27.0000 958320.0000 12.205834E +06 22.0000'' 280.2074 30 13.0000 28.0000 1001,880.000 13.185854E +06 23.0000 302.7055 31 14.0000 29.0000 1001880.000 14.187734E +06 23.0000 325.7055 32 15.0000 30.0000 _ 1001880.000 15.189614E +06 23.0000 348.7055 ' 33 16.0000 31.0000 1001880.000 16.191494E +06 23.0000 .371.7055 34 16.8200 . 31.8200 1001880.000 17.013035E +06 23.0000 390.5655 35 17.0000 32.0000 1001880.006 17.193374E +06 23.0000 394.7,055 36 18.0000 33.0000 1001880.000 18.195254E +06 23.0000 417.7055 ' 37 19.0000 34.0000 1001880.000 19.197134.E +06 23.0000 440.7055 38 20.0000 35.0000 1001880.000 20.199014E +06 23.0000 463.7055 39 20.5000 35.5000 1001880.000 20.699954E +06 23.0000 475.2055 40 21.0000 36.0000 1045440.000 21.211745E +06 24.0000 486.9547 41 22.0000 37.0000 2178000.000 22.789213E +06 50.0000 523.1683 42 23.0000 38.0000 3049200.000 25.390627E +06 70.0000 582.8886 43 24.0000 39.0000 3049200.000 28.439827E +06 70.0000 652.8886 44 25.0000 40.0000 3049200.000 31.4896027E +06 70.0000 722.8886 INTERNAL CONNECTIVITY INFORMATION " INTERNAL CONNECTIVITY INFORMATION " CONDUIT JUNCTION JUNCTION XP Note Field Summary Conduit Convergence Criteria *----------------------- ----- - - - - -* Conduit Full Conduit- Name Flow Slope Conduit 5132.0390 0.0387 --------------------------------- Initial Model Condition Initial Time 0.02 hours Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin 1/ 0.00 / -15.00 Basin 2/ 0.00 /. -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Conduit/ Velocity , Conduit/ 0.00 Conduit/ Cross Sectional Area Conduit/ 0.00 Conduit/ Hydraulic Radius Conduit/ 0.00 Conduit/ Upstream/ Downstream Elevation Conduit/ - 15.00/ -15.00 # # # # # # ## Important Information # # # # # # ## Start time -of user hydrographs was... 0.000000000000000E +000 Start time of the simulation was..... 0.000000000000000E +000 Found a match between user hydrograph and simulation start time. ---------------------- - - - - -- - ___> System inflows (data group K3) at 0.00 hours ( Junction / Inflow,cfs ) Basin 1 / 0.00E +00• = = = >' System inflows (data group K3) at 0.02 hours ( Junction / Inflow,cfs ) Basin 1 / 2.05E +00 # # # # # # # #A # # # # # # # #'# # # # # # # # #.# # # # # # # # #.# # # # # . Cycle 1 Time 0 Hrs = 1.00 Min Junction / Depth % Elevation =__> " *" Junction is Surcharged. Basin 1/ 0.00 / ' -15.00 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 2 Time 0 Hrs - 2.00 Min Junction / Depth / Elevation. ___> " *" Junction is Surcharged.' Basis 1/ 0.01 / - 14..99 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle' 3 Time 0 Hrs -. 3.00 Min Junction. /,Depth / Elevation =__> " *" Junction is Surcharged.. Basin 1/ 0.02 / -14.98 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> " "' Conduit uses the normal flow option. Conduit/ 0.00 Cycle 4 Time 0 Hrs 4.00 Min Junction / Depth / Elevation =__> " *" Junction.is Surcharged. Basin 1/ 0.03 / -14.97 Basin 2/ 0.00 / -15.00 Conduit/ FLOW ___> " *" Conduit uses the normal flow option.. Conduit / 0.00 System inflows (data.group K3) at 0.08 hours ( Junction,/ Znflow,cfs ) Basin 1 / 1.25E +01 # # # # # # # # # # #.# # # # # # # # # # # # # # # # # #.# # # # # #'# # # # # Cycle 5 Time 0 Hrs - 5.00 Min Junction /-Depth / Elevation __ => " *" Junction is Surcharged. Basin 1/ 0.04 / -14.96 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 6 Time 0 Hrs - 6.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin 1/ 0.05 / -14.95 Basin.2/ 0.00 / -15.00 Conduit/ FLOW =__> *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 7 Time 0 Hrs - 7.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin l/ 0.06V -14.94 Basin 2/ 0.001/ -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 8' Time- 0 Hrs - 8,.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin l/ 0.08 / -14.92 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option: Conduit/ 0.00 Cycle 9 Time 0 Hrs - 9.00 Min Junction / Depth / Elevation ___> " *." Junction is Surcharged. Basin l/ 0.10./ -14.90 Basin 2/ 0.00•/ -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 10 Time 0 Hrs - 10.00 Min Junction'/ Depth / Elevation = =_> " *" Junction is Surcharged. Basin 1/ 0.11 / -14.89 Basin 2/ 0.00 / -15.00 Conduit/ FLOW -__> " *" Conduit uses the normal flow option. Conduit/ 0.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3)'at 0.18 hours ( Junction / Inflow,cfs ) Basin 1 / '3. 31E +01 # # #'# # # # # # # # # # # # # # # # # # # # # # #.# # # # # # # # # #. #.# # # Cycle 11 Time 0 Hrs - 11.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin 1/ 0.13 / - 14.87, Basin 2/ 0.00 / -15.00 Conduit/ FLOW. =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 12 Time O Hrs - 12.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged., Basin 1/ .0.15 / -14.85 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00. .Cycle 13 Time 0 Hrs - 13.00-Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin l/ 0.18 / -14.82 Basin 2/ 0.00 / -15.00 Conduit/ FLOW ___> ° *" Conduit uses the normal flow option. . Conduit/ .0.00 Cycle, 14 Time 0 Hrs - 14.00 Min Junction / Depth / Elevation ___> " *" Junction is Surcharged. Basin 1/ 0.20 / -14.80 Basin 2/ 0.00 / 715.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow.option. Conduit/ 0.00 # # # #.# # # # # # # # -# # # # # # # # # # # # # # # # # # # # # "# # # # # # # System inflows (data group K3) at 0.25 hours ( Junction'/ Inflow,cfs ) Basin 1 / 6.37E +01 #'# # # # # # # # # # # # # # # # # # # # # # # # # # # # #'# # # # #.# # # # # Cycle 15 Time 0 Hrs - 15.00 Min. Junction / Depth / Elevation -__> " *" Junction is Surcharged. Basin 1/ 0.22 / -14.78 Basin 2/ 0.00 / -15.00 Conduit/ FLOW = = => " *" Conduit uses the normal-flow option. Conduit/ 0.00 Cycle 16 Time 0 Hrs - 16.00 Min Junction / Depth / ,Elevation =__> " *" Junction is Surcharged. Basin l/ 0.24-/ 14.76 Basin 2/ 0.00 / -15.00 . Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 17' Time 0 Hrs -17.00 Min Junction /'Depth / Elevation =__> " *" Junction is Surcharged. Basin 1/ 0.27 / -14.73 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> "* ".Conduit uses the normal flow option. Conduit/ 0.00 cycle 18 Time 0 Hrs - 18.00 Min Junction /. Depth / Elevation =__> " *" Junction is Surcharged. t • Basin 1/. 0.30 / -14.70 Basin 2/ 0.00 / -15.00 Conduit /. FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle. 19 Time 0 Hrs - 19.00.Min. Junction / Depth. / Elevation =__> " *" Junction is Surcharged. Basin 1/ 0:32 / -14.68 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> *" Conduit uses the normal flow option. Conduit/ 0.00 System inflows' (data group K3) at 0.33 hours ( Junction / Inflow,cfs ) Basin 1 / 1.08E +02 # # # #-# #.# # # # # # # # # # # # # # # # # # # # # # # # #.# #'# # # # # # # Cycle 20 'Time 0 Hrs - 20.00 Min " Junction / Depth / Elevation > " *" Junction is Surcharged. Basin 1/ 0.35 / -14.65 Basin 2/ 0.00 / -15.00 Conduit/ FLOW ___> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 21 Time 0 Hrs - 21.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin l/ 0.38 / -14.62 Basin 2/ .0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the.normal'flow option. Conduit/ 0.00 Cycle 22. Time 0 Hrs - 22.00 Min Junction / Depth / Elevation =__> " *" Junction is,Surcharged. Basin 1/ 0.41 / -14.59 Basin 21 0.00 /. -15.00 Conduit/ FLOW,. ___> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 23 Time 0 Hrs - 23.00 Min Junction / Depth / Elevation ___> " *" Junction is Surcharged. Basin l/ 0.44 / -14.56 Basin 2/` 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 24 Time 0 Hrs - 24.00 Min Junction / Depth /,Elevation • ___> " *" Junction is Surcharged. Basin 1/ 0.47 / -14.53 Basin 2/ 0.00-/ - 15.0.0 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 25 Time 0 Hrs - 25.00 Min Junction /.Depth / Elevation =__> " *" Junction is Surcharged. Basin 1/ 0.50 / -14.50 Basin 2/ 0.00 / -15.00 . Conduit/ FLOW =__> " *" Conduit uses the normal flow option: Conduit/ 0.00 # # # # #-# # # # # # # # # # # # #A # # # # # # # # # # # # # # # # # # # # # System inflows (data group K3) at 0.43 hours ( Junction / Inflow,cfs ) ' Basin 1 / 1.64E +02' 'Cycle 26 Time 0 Hrs.- 26.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin 1/ 0.53 / -14.47 Basin -2/ 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle' 27 Time 0 Hrs - 27.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin 1/ 0'.57 / -14.43 Basin 2/ 0.00 / -15.00 r . Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 28 Time 0 Hrs - 28.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin l/ 0.60 / -14.40 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 29 Time 0 Hrs - 29.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin 1/ 0.64 / -14.36 Basin 2/ 0.00 [ -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 ` # # # # # # # # # #.# # # # # # # # # # # # # # # # # # # # # # # # # # # # # # System.inflows (data group K3•) at 0.50 hours ( Junction / Tnflow,cfs ) Basin 1 / 2'.24E +02 Cycle 30 Time 0 Hrs - 30.00 Min Junction / Depth / Elevation =__> " * ". Junction is Surcharged. Basin 1/ 0.67 / -14.33 Basin 2/ 0.00 / -15.00 Conduit/ FLOW ___> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 31 Time 0 Hrs - 31.00 Min Junction / Depth / Elevation ___> " *" Junction is Surcharged. Basin 1/ 0.71 / -14.29 Basin 2/ 0.00 / -15.00 Conduit/ FLOW _ ___> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 32 Time 01 Hrs - 32.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged. Basin l/ 0.74 / -14.26 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit/ 0.00 Cycle 33 Time _0 Hrs - 33.00 Min Junction / Depth / Elevation =__> " *" Junction is Surcharged." Basin l/ 0.78 / -14.22 Basin 2/ 0.00 / -15.00 Conduit/ FLOW =__> " *" Conduit uses the normal flow option. Conduit /, 0.00 Cycle 34 Time. 0 Hrs - 34.00 Min" i Average minimum implicit time step (sec) ........ 6.497 Average minimum junction time step (sec) "........ 6.497 Average Courant Factor Tf ....................... 6.497 Number of times omega reduced ................... 0 Table E8 - Junction Time Step Limitation Summary ______ ____________ _ _ ___* Not Convr = Number of 'times this junction did not converge during the simulation. ' Avg Convr = Average junction iterations. Conv err = Mean convergence error. Omega Cng = Change of omega during iterations Max Item = Maximum number of iterations Junction Not Convr Avg Convr Total Itt Omega Cng Max Item Ittrn >10 Ittrn >25 Ittrn >40 --- ----- - - - --- --- - - - - -- --- - - - - -- --- - - - - -- -- - - - - -- --- - - - - -- --- - - - - -- --- - -- - -- -- - - - - -- Basin l 0. 1.97 48417 0 20 59 0 0 Basin 2 1 1.96 48183 0 501 34 1 1 Total number of iterations for all junctions.. 96600 Minimum number of possible iterations......... 49192 Efficiency of the simulation.....'.:........... 1.96 Excellent Efficiency Extran Efficiency is an indicator of the efficiency of the simulation. Ideal efficiency is one iteration per time step. Altering the.underrelaxation parameter, lowering the time step, increasing the flow and head tolerance are good ways of improving the efficiency, another is lowering the.internal time step. The lower thel efficiency generally the faster your model will run. If your efficiency is less than 1.5 then you may try ' increasing your time,step so that your overall simulation is faster. Ideal*efficiency would be around 2.0 Good Efficiency. < 1.5 mean iterations" Excellent Efficiency.< 2.5 and > 1.5 mean iterations Good - Efficiency < 4.0 and.> 2.5 mean iterations Fair Efficiency < 7.5 and > 4.0 mean iterations Poor Efficiency > 7.5 mean iterations ------------------------------------------------------- T i m e H i s t o r y o f t h e H. G. L. ( feet) Max Ground Elevation: 999999.00 Time Max Crown, Elevation: 23.40 Junction-.Basin 1 Hr:Mn:Sc Elevation Depth Totl Area Node Area volume -- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- 0 1 0 14.9968 0.0032 5244.9116 5244.9093 9.8809 0 2 0 - 14.9900 0.0100 7157.4678 7157.4654' 37.0225 0 3 0 '- 14.9812 0.0188 8684.4682 8684.4670 64.2079 0 4 0, - 14.9719 0.0281.10855.58.6 12448.423 151.1746 0. 5 0 - 14.9637 0.0363 15560.530 16478.314 274.6038 0 6 .0 - 14.9510 .0.0490 19992.569 19992.567 407.0778 0 7 0 - 14.9355 0.0645 24990.710 25506.335 660.5209 0 8 0 - 14.9193 0.0807 31882.922 32173.251 1039.9788 0 9 0 - 14.9029 0.097139154.251 39154.250'1521.5945 0 10 0 - 14.8862 0.1138 46244.326 46244.323 2097.8705 0 11 0_* - 14.8671 0.1329 53425.844 53425.843 2770.2176 0.12 0 - 14.8465 0.1535 61656.489 61656.487 3649.5997 0 13 0 - 1418249 0.1751 70548.294 70548.293 4729.3040 Inflow Outflow - - - - --- --- - - - - -- 0.4100 0.0000 0.8200 0.0000 1.2300 0.0000 1.6400 .0.0000 2.0500 0.0000 4.1480 0.0000 6.2460 0.0000 8.3440 0.0000 10.:4420 0.0000 12.5400 0.0000 16.6519 0.0000 20.7640 0.0000 24.8760 0.0000 0. 14 0 0 15 0 0 16 0' 0 17 0 0 18 0 0 19 0 0 20 0 0 21 0 0 22 0 0 -23 0 0 24 0 0 25 0 0 2.6 0 0 27 0 0 28 0 0 29 0 0 30 0 0 31 0 0 32 0 0 33 0 0 34 0 0 35 0 0 36 0 0 37 0 0 38 0 0 39 0 0 40 0 0 41 0 6 42 0 0 43 0 0 44 0 0 45 0 0 46 0 0 47 0 0 48 0 0 49 0 0'50 0 0 51 0 0 52 0 0 53 0 0 54 0 0 55 0 0 56 0 0 57 0 0 58 0 0 59 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9. 0 1 10 0 1 11 0 1 12 0 1 13 0 1 14- 0 1 15 0 1 16 0 1 17 " 0 1 18 0 1 19 0 1 20 0 1 21 0 1 22 0 1 23 0 1 24 " 0 - 14.8028 - 14.7802 - 14.7561 14.7309 - 14.7049 - 14.6784 - 14.6513 - 14.6229 - 14.5934. - 14.5630 - 14.5319 - 14.5002 - 14.4675 - 14.4338 - 14.3994 - 14.3643" - 14.3287 - 14.2925 - 14.2558 - 14.2186 - 14.1811 - 14.1432 - 14.1051 - 14.0667 - 14.0281 - 13.9893 - 13.9500 - 13.9091 - 13.8665 - 13.8221 - 13.7760 - 13.7281 ,- 13.6784 - 13.6270 - 13.5737 - 13.5186 -13.461,8 - 13.4034 - 13.3434 - 13.2819 - 13.2189 - 13.1543 - 13.0882 - 13.0206 - 12.9516 - 12.8810 - 12.8090 - 12.7354 - 12.6604 - 12.5840 - 12.5061 - 12.4267 - 12:3458 - 12.2634 - 12.1795 - 12.0941 - 12.0071 - 11.9186 - 11.8286 - 11.7369 - 11.6436 - 11.5488 - 11.4522 - 11.3539 -11 .254'0 - 11.1528 - 11.0498 - 10.9453 - 10.8393 - 10.7317 - 10.6226 0.1972 79847.741 0.2198 89408.309 0.2439.99143.555 0.2691 109530.68 0.2951 120393.13 0.3216 131600.63 0.3487 143063.45 0.3771 154719.00 0.4066 166977.83 0.4370 179712.80 0.4681 192821.94 0.4998 206228.08 0.5325 219872.55 0.5662 233999.74 0.6006 248524.88 0.6357 263377.68 0.6713 276502.19 0.7075 293853.68 0.7442 309466.10 0.7814 325300.20 0.8189 341323.30 0.8568 357508.48 0.8949 373833.51 0.9333 390280.54 0.9719 406834.00 1.0107 423480:76 1.0500 435600.00 1.0909 435600.00 1.1335 435600.00 1.1779 435600.00 1.2240 435600.00 1.2719,435600.00 1.3216 435600.00 1.3730 435600.00 1.4263 435600.00 1.4814 435600.00 1.5382 4356'00.00 1.5966 435600.00 1.6566 435600.00 1.7181 435600.00 1.7811 435600.00 1.845.7 435600.00 1.9118 435600.00 1.9794 435600.00 2.0484 435600:00 2.1190 435600.00 2..1910 435600.00 2.2646 435600.00 2.3396 435600.00 2.4160 435600.00 2.4939 435600.00 2.5733 435600.00 2.6542 435600.00 2.7366 435600.00 2.8205 435600.00 2.9059 435600.00 2.9929 435600.00 3.0814 435600.00 3.1714 435600.00 3.2631 435600.00 3.3564 435600.00 3.4512 435600.00. 3:5478 435600.00 3.6461 435600.00 3.7460 435600.00 3.8472 435600.00 3.9502 435600.00 4.0547 435600.00 4.1607 435600.00 4.2683 435600.00 4.3774 435600.00 79847.738 6001.7035 28.9880 0.0000 89408.308 7461.6393 33.1000 0.0000 99143.552 9105.6675 39.2140 0.0000 109530.68 11034.220 45.3280 0.0000 120393.13 1324.2.958 51.4421 0.0000 131600.63 15726.851 57.5561 0.0000 143063.45 18482.051 63.6702 0.0000 154719.00 21505.627 72.4741 0.0000 166977.83 24926.689 81.2780 0.0000 179712.80 28741.685 90.0820 0.0000 192821.94 32946.056 98.8859 0.0000 206228.08 37536.047 107.6898 0.0000 219872.55 42508.590 118.9298 0.0000 233999.74 47976.418 130.1699 0.0000 248524.87.53936.521 141.4099 0.0000 263377.68 60385.'195 .152.6500 0.0000 278502.19 67319.284 163.8900 0.0000 293853.68 74736.112 175.9180 0.0000 309466.10 82669.816 187.9461 0.0000 325300.20 91118.254 199.9741 0.0000 341323.30 100079.28 212.0022 0.0000 357508.48.109551-05 224.0302 0.0000 . 373833.51 119531.94 236.0681 0.0000 390280.54 130020.97 .248.1060 0.0000 406834.00 141016.92 260.1440 0.0000 423480.76 152518.67 272.1819 0.0000 435600.00 165828.25 284.2198 0.0000 435600.00.182952.90 296.8738 0.0000 435600.00 200765.33 309.5278 0.0000 435600.00 219337.00 322.1819 0.0000 435600.00 238667.91 334.8359 0.0000 435600.00 258758.07 347.4900 0.0000 435600.00.279607.47 360.5681 0.0000 435600.00 301241.55 373.6461 0.0000 435600.00 323660.32 386.7242 0.0000 435600.06 346863.77 399.8022 0.0000 435600.00 370851.90 412.8802 0.0000 435600.00 395624.71 424.0721 0.0000 435600.00 421069.04 435.2640 0.0000 435600.00 447184.88 446.4560 0.0000 435600.00 473972.24 457.6479 0.0000 435600.00 501431.11 468.8398 0.0000 435600.00 529561.50 479.6998 0.0000 435600.00 558343.49 490.5599 0.0000 435600.00 587777.08. 501.4199 0.0000 435600.00 617862.28 512.2800 0.0000 435600.00 648599.07 523.1400 0.0000 435600.00 679987.47 533.7964 0.0000 435600.00 712015.26 544.4529 0.0000 435600.00 744682.43 555.1093 0.0000 435600.00 777988.99 565.7657 0.0000 435600.00 811934.93 576.4222 0.0000 435600.00 846520.26 587.3253 0.0000 435600.00 881759.78 598.2284 0.0000 435600.00 917653.48 609.1316 0.0000 435600.00 954201.38 620.0347' 0.0000 435600.00 991403.46 630.9378 0.0000 435600.00 1029259.7 642.4882 0.0000 435600.00 1067809.0 654.0386 0.0000. 435600.00 1107051.3 665.5891 0.0000 435600.00 1146986.7 677.1395 0.0000 435600.00 1187615.1 688.6900 0.0000 435600.00 1228936.5 701.0105 0.0000 435600.00 1270997.1 713.3310 0.0000 435600•.00 1313796.9 725.6515 0.0000. 435600.00 1379290.4 737.9720. 0.0000 435600.00 1423753.5 750.2922 0.0000' 435600.00 1468939.2 761.5053 0:0000 435600.00 1514797.7 772.7184 0.0000 435600.00 1561329.1 783.9316 0.0000 435600.00 1608533.1 795.1447 0.0000 1 1 I 1 1 1 A 1 1 1 1 1 1 25 0 - 10.5119 4.4881 1 26 0 - 10.3998 4.6002 1'27 0 - 10.2863 4.7137 1 28 0 - 10.1714 4.8286 1 29 0 - 10.0551 4.9449 1'30 0 - 9.9374 5.0626 1 31 0 - 9.8185 5.1815 1 32 0 - 9..6984 5.3016 1 33 0 - 9.5772 5.4228 1 34 0 - 9.4548 5.5452 1 35 0 - 9.3313 5.6687 1 36 0 - 9.2066 5.7934 1 37 0 - 9.0810 5.9190 1 38 0 - 8.9543 6.0457 1 39 0 - 8.8266 6.1734 1 40 0 - 8.6978 6.3022 1 41 0 - 8.5682 6.4318 1 42 0 - 8.4377 6.5623 1 43 0 - 8.3064 6.6936 1 44 0 - 8.1742 6.6258 1 45 0 - 8.0412 6.9588 1 46 0 - 7.9074 7.0926 1 47 0 - 7.7729 7.2271 1 48 0 - 7.6377 7.3623 1 49 0 - 7.5018 7.4982 1 50 0 - 7.3651 7.6349 1 51 0 - 7.2277 7.7723 1 52 0 - 7.0897 7.9103 1 53 0 - 6.9511 8.0489 154 0 - 6.8118 8.1882 1 55 0 - 6.6718 8.3282 1 56 0 - 6.5312 8.4688 1 57 0 - 6.3898 8.6102 1 58 0 - 6.2477 8.7523 1 59 0 - 6.1048 8.8952 2. 0 0 - 5'.9614 9.0386 2 1 0 - 5.7453 9.2547 2 2 0 - 5.5283 9.4717 2 3 0 - 5.3837 9.6163 2 4 0 - 5.2391 9.7609 2. 5 0 - 5.0946 9.9054 2 6 0 - 4.9517 10.0483 2 7 0 - 4.8197 10.1803 2 8 0 - 4.6976 10.3024 2 9 0 - 4.5837 10.4163 2 10 0 - 4.4769 10.5231 2 11 0 - 4.3761 10.6239 2 12 0 - 4..2800 10.7200 2 13 0 - 4.1884 10.8116 2.14 0 - 4:1007 10.8993 2 15 0 - 4.0165 10.9835 2 16 0 - 3.9352. 11.0648 2 17 0 - 3.8551 11.1449 2 18 0 - 3.7761 11.2239 2 19 0 - 3.6986 11.3014 2 20 0 - 3.6227 11.3773 2 21 0 - 3.5485 11.4515 2 22 0 - 3.4764 11:5236 2 23 0 - 3.4065 11.5935 2 24 0 - 3.3391 11.6609 2 25 0 - 3.2743 11.7257 2 26 0 - 3.2124 11.7876 2 27 0 - 3.1536 11.8464 2 28 0 - 3.0978 11.9022 2 29 0 - 3.0452 11.9548 2 30 0 - 2.9955 12.0045 2 31 0 - 2.9482 12.0518 2 3.2 0 - 2.9026 12.0974 2 33 0 - - 2.8582 12.1418 2 34 0 - 2.8145 12.1855 2 35 0 - 2.7714 12.2286 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00.435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435660.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600:00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 435600.00 443388.07 435600.00 436156.29 435600.00 443388.06 435600.00 440859.65 435600.00 441144.88 435600.00 436263.87 435600.00 451755.70 450332..63 491333.90 490575.88 528621.92 527822.47 563376.57 562537.58 595968.15 595099.20 626747.93 625851.54 659756.71 655143.96 678490.63 677545.01 714696.34 709826.07 731426.32 730432.71 748423.02 743342.34 747175.40 746139.79 750761.80 749703.60 754170.14 753090.33 757509.71 756409.02 760776.36 759653.88 763955.95 762812.48 767037.00 765874.11 770012:86 768829.53 774536.34 772131.16 775671.97 774449.46 779872.59 777391.14 780740.35 779481.00 784660.98 782111.11 785263.17 783973.61 785380.55 784080.00 785389.35 784080.00 785396.37 784080.00 785402.05 784080.00 785407.44 784080.00 1656410.0 806.3578 1704943.0 816.4584 1754082.0 826.5588 1803827.0 836.6592 1854178.1 846.7596 1905135.2 856.8600 1956673.6 865.3163 2008719.4 873.7727. 2061272.6 882.2290 2114333.2 890.6854 2167901'12 899.1415 2221962.1 906.6369 2276472.8 914.1323 2331433.1 921.6277 2386843.2 929.1231 2442703.0 936.6185 2498991.8 942.7270 2555647.0 948..8353 2612668.8 954.9435 2670057.0 961.0518 2727811.7 967.1600 2785920..9 972.4642 2844348.3 977.7684 2903094.0 983.0726 2962157.9 988.3768 3021540.1 993.6809 3081231.1 998.3606 3141202.9 1003.0402 3201455.6 1007.7198 3261988.9 1012.3994 3322803.1 1017.0791 3383908.2 1022.4331 3445334.5-1027.7874 3507082.0 1033.1416 3569150.8 1038.4958 3631450.7 1043.8500 3756924.0 1049.2902 3851446.3 1054.7304 3914422.2 1060.1707 3977410.4 1065.6109 4040364.6 1071.0512 4102973.5 1076.9147 4165015.9 1082.7782 4227041:6 1088.6418 4288771.0 1094'.5053 4350061.4 1100.3688 4410925.1 1108.4847 4471563.8 1116.6010 4519676.6 1124.7174 4591641•.5 1132.8337 4639195.1 1140.9500 4711000.8 1149.3663 4758828.4 1157.7827 4820017.9 1166.1990 4878436.5 1174.6153 4935935•.7 1183.0317 4992399.0 1191.3450 5047592.0 1199.6583 5101307.4 1207.9717 5153362.0 1216.2850 5211749.4 1224.5983 5252895.2 1233.9605 5305280.6 1243.3229 5342615.9 1252.6853 5389743.7 1262.0476 5423211.•7 1271.4100 5461211.3 1279.6123 5497089.2 1287.8147 5532021.6 1296.0170 5566318.2 1304.2193 5600183.7 1312.4216 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 .0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.1851 1.4557 5.0981 9.4645 14.9532 21.2393 27.8862 36.8967 45.1864 54.8703 66.3523 78.4004 90.4710 102.3802 116.1419 130.7759 148.0296 165.4855 185.5213 209.0428 232/9904 261.1006 293.1559 327.4986 365.3104 405.25.68 450.8065 495.8601 545.3558 591.7432 635.8038 671.7620 698.9024 719.4556 736.1051 750.1170 2 36 0 - 2.7286 12.2714 785412.52 784080.00 5633744.8 1320.3249 762.0879 2 37 0 - 2.6861 12.3139 785416.38 784080.00 5667106.5 1328.2283 772.3655 2 38 0 - 2.6437 12.3563 785420.17 784080.00 5700353.7 1336.1317 781.5264 2 39 0 - 2.6013 12.3987 785423.91'784080.00 5733562.9 1344.0351 789.4585 2 40 0 - 2.5589 12.4411 785427.36 784080.00 5766800.4 1351.9384 796.6760 2 41 0 - 2.5165 12.4835 785429.68 784080.00 5800074.4 1359.0269 803.0457 2 42 0 - 2.4739 12.5261 785431.64 784080.00 5833419:4 1366.1151 808.4783 2'43 0 - 2.4313 12,5687 765434.01 784080.00 5866876.2 1373.2034 813.4296 2 44 0 - 2.3884 12.6116 785436.19 784080.00 5900473.3 1380.2917 817.7838 2 45 0 - 2.3453 12'.6547 785438.39 784080.00 5934255.4 1387.3800 821.4211 2 46 0 - 2.2607 12.7393 785441.99 784080.00 5995923.1 1395.8283 211.0815 2 47 0 72.1702 12.8296 786813.12 784080.00 6075753.7 1404.2767 219.9745 2 48 0 - 2.0796 12.9204 785449.70 784080.00 6132551.6 1412.7250 226.3220 2 49 0 - 1.9891 13.0109 786826.68 784080.00 6217782.3 1421.1734 235.9294 2 50 0 - 1.8984 13.1016 785455.63 784080.00 6274618.9 1429.6217 242.5719 2 51 0 - 1.8078 13.1922 786838.49 784080.00 6359878.9 1438.1450 252.7061 2 52 0 - 1.7172 13.2828 785461.52 7.84080.00 6416721.0 1446.6683 259.5161 2 53 0 - 1.6266 13.3734 786850.02 784080.00 6501984.8 1455.1917 269.7442 2 54 0 - 1.5360 13.4640 785466.12 784080.00 6558826.1 1463.7150 276.6040 2 55 0 - 1.4454 13.5546 786855.78 784080.00 6644082.8 1472.2383. 286.9284 2 56 0 - 1.3547 13.6453 785468.78 784080.00 6700955.3 1482.4124 293.8574 2 57 0 - 1.2639 13.7361 786861.08 784080.00 6786371.4 1492.5868 '304.2830 2 58 0 - 1.1730 13.8270 785471.41 784080.00 6843383.6 1502.7612 311.3948 2 59 0 - 1.0820 13.9180 786865.58 784080.00 6928983.6 1512.9356 322.3081 3 0 0 - 0:9909 14.0091 785472.93 784080.00 6986101.2 1523.1100 329.6161 3 1 0 - 0.9003 14.0997 795552.42 792766.68 7071898.7 1534.2344 340.5861 3 2 0 - 0.8103 14.1897 800431.59 799039.26- 7129201.5 1545.3589 347.8596 3 3 0 - 0.7212 14.2788 811157.23 808372.79 7215299.3 1556.4833 358.7420 3 4 0 - 0.6326 14.3674 815938.14 814546.49 7272794.6 1567.6078. 365.9584- 3 5 0 - 0.5448 14.4552 826517.86 823736.50 7359183.0 1578.7323 376.7341 3 6 0 - 0.4576 14.5424 831207.98 829818.57 7416882.8 1590.2614 383.9642 3 7 0 - 0.3710 14.6290 841654.30 838877.89 7503603.6 1601.7905 394.8035 3 8 0 - 0.2850 14.7150 846261.71 844875.50 7561526.0 1613.3195 402.0885 3 9 0 - 0.1996 14.8004 853957.83 852513.61 7636465.3 1624.8486 411.4704 3 10 0 - 0.1148 14.8852 861354.32 859972.21 7709117.1 1636.3777 420.5115 3 11 0 - 0.0305 14.9695 868703.69 867324.35 7781921.2 1648.4981 429.5062 3 12 0 0.0535 15.0535 872576.57 871200.00 7854946.4 1660.6185 438.5100 3 13 0 0.1376 15.1376 872573.79'871200.00 7928190.0 1672.7390 447.5324 3 14 0 0.2219 15.2219 872570.89 871200.00 8001617.5 1684.8595 456.6189 3 15 0 0.3064 15.3064 872567.25 871200.00 8075225.9 1696.9800 465.7482 3 16 0 0.3912 .15.3912 872563.29 871200.00 8149003.1 1708.7405 474.9336 3 17 0 0.4760 15.4760 872558.82 871200.00 8222928.3 1720.5009 484.3186 3 18 0 0.5611, 15.5611 872554.33 871200.00 8296995.2 1732.2614 493.7576 3 19 0 0.6463 15.6463872549.83 871200.00 8371200.8 1744.0219 503.2083 3 20 0 0.7316 15.7316 872545.30 871200.00 8445543.3 1755.7828 512.7229 3 21 0 0.8173 '15.8173 872540.39 871200.00 8520079.6 1769:9617 522.2784 3 22 0 0.9032 15.9032 872534.33 871200.00 8594891.7 1784.1406 531.8906 3 23 0 _0.9894` 15.9894 872527.96 871200.00 8669976.1 1798.3194 541.5766 3 24 0 1.0760 16.0760 872521.56 871200.00 8745328.6 1812.4983 551.3133 3 25 0 1.1628 16.1628 872515.12 871200,00 8820946.4'1826.6772 561.0969 3 26 0 1.2501 16.2501 872508.63 871200.00 8896895.9 1843.6833 571.0108 3 27 0 1.3378 16.3378 872502.04 871200.00 8973265.3'1860.6900 581.0776 3 28 0 1.4260 16.4260 872493.48 871200.00 9050047.9 1877.6966 591.2321 3 29 0 1.5147 16:5147 872484.74 871200.00 9127239'.7 1894.7033 601.4724 3 30 0 1.6038 16.6038 872475.92 871200.00 9204836..0 1911.7100 611.7737 3 31 0 1.6936 16 '6936 872467.01.871200.00 9282900.3 1931.4488 622.1567 3 32 0 1.7839 16.7839 872458.01 871200.00 9361522.8 1951.1876 632.6437 3 33 0 1.8749 16.8749 872448.38 871200.00 9440697.5 1970.9264 643.2341 3 34 0 1.9665 16.9665 872437.02 871200.00 9520418.5 1990.6652 653.9147 3 35 0 2.0587 17.0587 872425.25 871200.00 9600680.5 2010.4047 664.6842 3 36 0 2.1517 17.1517 872413.35 8712.00.00 9681566.6 2033.7248 675.6182 3 37 0 2.2456 17.2456 872401.32 871200.00 9763190.1 2057.0449 686.7190 3 38 0 2.3402 17.3402 872388.82 871200.00 9845542.7 2080.3651 697.9624 3 39 0 2.4357 17.4357 872375.20 871200.00 9928617.5 2103.6852 709.2954 3 40 0 2.5320 17.5320 872359.50 871200.00 10012408. 2127.0053 720.7849 3 41 0 2.6293 17.6293 872343.61 871200.00 10097015. 2154.7276 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37130966. 9605.8000 1970.7502 } 5 46 0 18.6849 33.6849 3124010.1 3124003.0 37587057. 9529.7910 1974.5226 5 47 '0 18.8277 33.8277 3186828.4 3186821.3 38041479. 9453.7819 1978.4694 5 48 0 18.9662 33.9662 3247324.9 324731T.8 38487430. 9377.7729 1981.7222 5 49 0 19.1008 34.1008 3306087.1 3306080.0 38929124. 9301.7638 1984.3931 5 50 0 19.2316 34.2316 3363210.3 3363203.2 39366394. 9225.7333 1986.5244 5 51 0' 19.3579 34.3579 3418404.8 3418397.7 39795966. 9042.4700 1987.9850 5'52 0 19.4790 34.4790 3471330.6 3471323.5 40214377. 8859.2067 1988.6029 5 53 0 19.5951 34.5951 3522096.6 3522089.5 40621666. 8675.9433 1988.4166 5.54 0 19.7065 34.7065 3570800.8 3570793.7 41017875. 8492.6800 1987.4698 5 55 -0 19.8134 34.8134 3617532.2 3617525.1 41403046. 8309.4167 1985.8017 5 56 0 19.9158 34.9158 3662276.9 3662269.8 41776426.8097.2559 1983.4200 5 57 0 20.0135 35.0135 3707396.3 3707389.2 42137169. 7885.0895 1980.3117 5 58 0 20.1061 35.1061 3788510.6 3788503.5 42486118. 7672.9230 1976.4399 5 59 0' 20.1936 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372.2723 .170.4989 10 22 0 23.0914 38.0914 4573814.2 4573800.0 55817289. 369.1608 169.1822 10 23 0 23.0940 38.0940'4573807.1 4573800.0 55829241. 366.0492 - 167.8108 10 24 0 23.0966 38.0966 4573814.2 4573800.0 55841088. 362.9377 166.4873 10 25 0 23.0991 38.0991 4573807.1 4573800.0 55852828. 359.8262 165.1091 10 26 0 23.1017 38.1017 4573814.2 4573800.0 55864459. 356.5692 163.7772 10 27 0 23.1042 38.1042 4573807.1 4573800.0 55875977. 353.3119 162.3900 10 28 0 23.1067 38.1067 4573814.2 4573800.0 55887381. 350.0546 161.0462 10 29 0 23.1092 38.1092 4573807.1 4573800.0 55898671. 346.7973 159.6468 10 30 0 23.1116 38.1116 4573814.2 4573800.0 55909849. 343.5400 158.2893 10 31 0 23.1140 38.1140 4573807.1 4573800.0 55920918. 340.4248 156.8771 10 32 0 23.1164 38.116.4 4573814.2 4573800.0 55931884. 337.3095 155.5076 10 33 0 - 23.1188 38.1188 4573807.1 4573800.0 55942747. 334.1943 154.0863 10 34 0 23.1211 38.1211 4573814.2 4573800.0 55953507. 331.0790 152.7085 10 35 0 23.1235 38.1235 4573807.1 4573800.0 55964164. 327.9645 151.2811 10 36 0 23.1258 38.1258 4573814.2 4573800.0 55974728. 325.2327 149.8980 10 37 0 23.1281 38.1281 4573807.1 4573800.0 55985213. 322.5009 148.4706 10 38 0 23.1303 38.1303 4573814.2 4573800.0 55995618. 319.7691 147.0924 10 39 0 23.1326 38.1326 4573807.1 4573800.0 56005944. 317.0373 145.6749 10 40 0 23.1348 38.1348 4573814.2 4573800.0 56016189. 314.3055 .144.3086 10 41 0 23.1370 38.1370 4573807.1 4573800.0 56026341. 311.1351 142.9045 10 42. 0 23.1392 38.1392 4573814.2 4573800.0 56036386. 307.9638 141.5472 10 43 0 23.1414 38.1414 4573807.1 4573800.0 56046323. 304.7925 140.1471 10 44 0 23.1435 38.1435 - 4573814.2 4573800.0 56056153. 301.6213 138.7883 10 45 0 23.1457 38.1457 '4573807.1 4573800.0 56065876. 298.4500 137.3846 10 46. 0 23.1478 38.1478 4573814.2 4573800..0 56075477. 294.7685 136.0183 10 47 0 23.1498 38.1498 4573807.1 4573800.0 56084941. 291.0871 134.6015 10 48 0 23.1519 38.1519 4573814.2 4573800.0 56094269. 287.4056 133.2131 10 49 0 23.1539 38.1539-4573807.1 4573800.0 56103460. 283.7241 131.7694 10 50 0 23.1559 38.1559 4573814.2 4573800.0 56112517. 280.0420 130.3495 10 51 0 23.1578 38.157.8 4573807.1 4573800.0 56121431. 276.0592 128.8725 10 52 0 23.1597 38.1597 4573814.2 4573800.0 56131158. 272.0764 127.4112 10 53 0 23 .1616' 38.1616 4573807.1 4573800.0 56138809. 268.0936 125.8387 10 54. 0 23.1634 38:1634 4573814.2 4573800.0 56148211. 264.1108 124.2972 10 55 0 23.1653 38.1653 4573807.1 4573800.0 56155604. 260.1280 122.7003 10 56 0 23.1670 38.1670 4573814.2 4573800.0'56164688. 256.2183 121.1365 10 57 0 23.1688 38.1688 4573807.1 4573800.0 56171831. 252.3087 119.5130 10 58 0 23.1705 38.1705 4573814.2 4573800.0 56180607. 248.3991 117.9185 10 59 0 23.1722 38.1722 4573807.1 4573800.0 56187506. 244.4896 116.2640 11 0 0 23.1739 38.1739 4573814.2.4573800.0 56195978. 240.5800 114.6365 11 1. 0 23.1755 38:1755 4573807.1 4573800.0 56202628. 236.3903 112.9499 11 2 0 23.1771 38.1771 4573814.2 4573800.0 56210773. .232.2006 111.2863 11 3 0 23.1787 38.1787 4573807.1 4573800.0 56217156. 228.0110 109.5613 11 4 0 23.1802 38.1802 4573814.2 4573800.0 56224969. 223.8213 107.8555 11 5 0 23.1817 38.1817 4573807.1 457.3800.0 56231089. 219.6265 106.0884 11 6 0 23.1832 38.1832 4573814.2 4573800.0 56238492. 212.8779 104.3329 11 7 0 23.1846 38.1846 4573807.1 4573800.0 56244150. 206.1293 102.4903 11 8 0 23.1859 38.1859 4573814.2 4573800.0 56250896. 199.3807 100.6161 11 9 0 23.1871 38.1871 4573807.1 4573800.0 56256036. 192.6321 98.6247 11 10 0 23.1883 38.18834573814.2 4573800.0 56262145. 185:8835 96.5.774 11 11 0 23.1895 38.1895 4573807.1 4573800.0 56266897. 183.2981 94..4099 11 12 0 23.1907 38.1907 4573814.2 4573800.0 56272809. 180.7211 92.2228 11 13 0 23.1918 38.1918 4573807.1 4573800.0 56277520. 178.1441 89.9831 11 14 0. 23.1930 38.1930 4573814.2 4573800.0 56283385. 175.5670 87.7799 11 15 0 23.1941 38.1941 4573807.1 4573800.0 56288057. 172.9900 85.5688 11 16 0 23.1953 38.1953 4573814.2 4573800.0 56293906. 171.4734 83.4289 11 17 0 23.1965 38.1965 4573807.1 4573800.0 56298618. 169.9568 81.3191 1,1 18 0 23.1976 38.1976 4573814.2 4573800.0 56304543. 168.4402 79.3170 11 19 0 23.1988 38.1988 4573807.1 4573800.0 56309308. 166.9236.. 77.3748 11 20 0 23.2000 38.2000 4573814.2 4573800.0156315288. 165.4075 75.5604 11 21 0 23.2011 38.2011 4573807.1 4573800.0 56320094. 164.1525 73.8212- 11 22 0 23.2023 38.2023 4573814.2 4573800.0 56326128. 162.8975 72.2206 11 23 0 23.2035 38.2035 4573807.1 4573800.0 56330971.. 161.6425 70.7043 11 24 0 23.2047 38.2047 4573814.2 4573800.0 56337038. 160.3875 69.3297 11 25 0 23.2059 38.2059 4573807.1 4573800.0 56341896. 159.1325 68.0393 11 26 0 23.2071 38.2071 4573814.2 4573800.0 56347968. 157.9239. 66.8856. 11 27 0 23.2083 38.2083 4573807.1 4573800.0 56352820. 156.7155 65.8094 11 28 0 23.2095 38.2095 4573814.2 4573800.0 56358872. 155.5070 64.8601 11 29 0 23.2107 38.2107 4573807.1 4573800.0 56363698. 154.2985 63.9769 11 30 0 23.2119 38.2119'4573'814.2 4573800.0 56369106. 153.0900 63.2211 . 11 31 0 23.2130 38.2130 4573807.1 4573800.0 56374482. 151.7955 62.5308 11 32 0 23.2142 38.2142 4573814.2 4573800.0 56379820. 150.5010 61.9215 11 33 0 23.2154 38.2154 4573807.1 4573800.0 56385116. 149.2064 61.3436 11 34 0 23.2165 38.2165 4573814.2 4573800.0 56390367. 147.9119 60.8306 11 35 0 23.2176 38.2176 4573807.1 4573800.0 56395571. 146.6175 60.3339 11 36 0 23.2188 38.2188 4573814.2 4573800.0 56400726. 145.3425 59.8867 11 37 0 23.2199 38.2199 4573807.1 4573800.0 56405831. 144.0675 59.4423 11 38 0 23.2210 38.2210 4573814.2 4573800.0 56410885. 142.7925 59.0343 11 39 0 23.2221 38.2221 4573807.1 4573800.0 56415888. 141.5175 58.6177 11 40 0 23.2232 38.2232 4573814.2 4573800.0 56420838. 140.2425 58.2266 11 41 0 23.2242 38.2242 4573807.1 4573800.0 56425735. 138.9141 57.8177 11 42 0 23.2253 38.2253 4573814.2 4573800.0 56430576. 137.5856 57.4253 11 43 0 23.2263 38.2263 4573807.1 4573800.0 56435361. 136.2571 57.0077 11 44 0 23.2274 38.2274 4573814.2 457.3800.0 56440091. 134.9285 56.5997 11 45 0 23.2284 38.2284 4573807.1 4573800.0 56444767. 133.6000 56.1616 11 46 0 23.2294 38.2294 4573814.2_4573800.0 56449387. 132'.1934 55.7287 11 47 0 23:2304 38.2304 4573807.1 4573800.0 56453950. 130.7869 55.2626 '11 48 0 23.2314 38.2314 4573814.2 4573800.0 56458456. 129.3803 54.7982 11 49 6 23.2323 38.2323 4573807.1 4573800.0 56462907. 127.9737 54.2989 11 50 0 23.2333 38.2333 4573814.2 4573800.0 56467303. 126.5670 53.8001 11 51 0 23.2343 38.2343 4573807.1 4573800.0.56471643. 125.0742 53.2666 11 52 0 23.2352 38.2352 4573814.2 4573800.0 56475925. 123.5814 52.7332 11 53 0 23.2361 38.2361 4573807.1 4573800.0 56480151. 122.0886 52.1654 11 54 0 23.2370 38'.2370.4573814.2 4573800.0 "56484322. 120.5958 51.5979 11 55 0 23.2379 38.2379 4573807.1 4573800.0 56488438. 119.1030 50.9966 11 56 0 23.2388 38.2388 4573814.2 4573800:0 56492949. 117.6204 50.3727 11 57 0 23.2397 38.2397 4573807.1 4573800.0 56496514. 116.1378 49.7191 11 58 0 23.2406` 38.2406 4573814.2 4573800.0 56500914. 114.6552 49.0783 11 59 0 23.2414 38.2414 4573807.1 4573800.0 56504389. 113.1726 48.4115 12 0 0 23.2422 38.2422 4573814.2 4573800.0 56508679. 111.6900 47.7600 12 1 0 23.2431 38.2431 4573807.1 4573800.0 56512065. 110.1294 47.0858 12 2 0 23.2439 38'.2439 4573814.2 4573800.0 56516238. 1-08.5688 46.4279 12 3 0 23.2447 38.2447 4573807.1 4573800.0 56519528. 107.0081 45.7489 12 4 0 . 23 .2455 12 5 0 23.2463 12 6 0 23.2471 12 7 0 23.2478 12 8 0 23.2486 12 9 0 23.2493 12 1,0 0 23.2500 12 11 0 23.2508 12 12 0 .23.2514 12 13 0 23.2521 12 14 0 23.2528 12 15 0 23.2534 12 16 0 23.2541 12 17 0 23.2547 12 18 0 23.2552 12 19 0 23.2558 12 20 0 23.2563 12 21 0 23.2569 12 22 0 23.2574 12 23 0 23.2578 12 24 0 23.2583 12 25 0 2 3.2587 12 26 0 23.2591 12 27 0 23.2595 12 28" " 0 23.2599 12 29 0 23.2602 12 30 0 23.2606 12 31 0 23.2609 12 32 0 23.2612 12 33 0 23.2614 12 34 0 23.2617 12 35 0 23.2619 12 36 0 23.262.1 12 37 0 23.2622 12 38 0 23.2623 12 39 0 23.2624 12 40 0 23.2624 12.41 0 23.2624 12 42 0 23.2625 12 43 0 23.2625 12 44 0 23.2625 12-45.,0 23.2626 12 46 0 23.2626 12 47 0 23.2627 12 48 0 23.2628 12 49 0 23.2629 12 50 0 23.2630 12 51 0 23.2631 12 52 0 23.2633 12 53 0 23.2634 12 54. 0 23.2635 12 55 0 23.2636 12 56 0 23.2637 12 57 0 23.2638 12 58 0 23.2639 12 59 0 23.2640 13 0 0 23.2640 13 1 0 23.2641 13 2 0 23.2641 13 3 0 23.2641 13 4 A 23.2641 13 5 0 23.2640 13 6 0 23.2640 13 7 0 23.2639 13 8 0 23.2638 13 9 0 23.2637 13 10 0 23.2636 13 11 0 23.2635 13 12 0 23.2634 13 13 0 23.2633 13 14 0 23.2632 38.2455 4573814.2 38.2463 4573807.1 38.2471 4573814.2 38.2478 4573807.1 38.2486 4573814.2 38.2493 4573807.1 38.2500 4573814.2 38..2508 4573807.1 38.2514 4573814.2 38.2521 4573807.1 38.2528 4573814.2 38.2534 4573807.1 38.2541 4573814.2 38.2547 4573807.1 38.2552 4573814.2 38.2558 4573807.1 38.2563 4573814.2 38.2569 4573807.1 38.2574 4573814.2 38.2578 4573807.1 38.2583 4573814.2 38.2587 4573807.1 38.2591 4573814.2 38.2595 4573807.1 38.2599 4573814.2 38.2602 4573.807.1 38.2606 4573814.2 38.2609 4573807.1 38..2612 4573814.2 38.2614 4573807.1 38.2617 4573814.2 38.2619 4573807.1 38.2621 4573814.2 38.2622 4573807.1 38.2623 4573814.2 38.2624 4573807.1 38.2624.4573814.2 38.2624 4573807.1 38.2625 4573814.2 38.2625 4573807.1 38.2625 .4573814.2 38.2626 4573807.1 38.2626 4573814.2 38.2627 4573807..1 38.2628 4573814.2 38.2629 4573807.1 38.2630 4573814.2 38.2631 4573807.1 38.2633 4573814.2 38.2634 4573807,1 38.2635 4573814.2 38.2636 4573807.1 38.2637 4573814.2 38'.2638 4573807.1 38.2639 4573814.2 38.2640 4573807.1 38.2640 4573814.2 38.2641 4573807.1 38.2641 4573814.2 38.2641 4573807.1 38:2641 4573814.2 38'.2640 4573807.1 38.2640.4573814.2 38.26394573807.1 38.2638 4573814,2 38.2637 4573807.1 38.2636 4573814.2 38.2635 4573807.1 38.2634 4573814.2 38.2633'4573807.1 38.2632 4573814.2 4573800.0 56523582. 4573800.0 56526778. 4573800.0 56530713. 4573800.0 56533812. 4573800.0 56537626. 4573800.0 56540628. 4573800.0 56544321, 4573800.0 56547216. 4573800.0 56550750. 4573800.0 56553508. 4573800.0 56556872. 4573800.0 56559495. 4573800.0 56562678. 4573800.0 56565137. 4573800.0 56568104. 4573800.0 56570393. 4573800.0 56573151. 4573800.0 56575271. 4573800.0 56577807, 4573800.0 56579748. 4573800.0 56582066. 457380.0.0 56583837. 4573800.0 56585942. 4573800.0 56587536. 4573800.0 56589418. 4573800.0 56590838. 4573800.0 56592509. 4573800.0 56593756. 4573800.0 56595192. 4573800.0 56596246. 4573800.0 56597447. 4573800.0 56598317. 4573800.0 56599249.. 4573800.0 56599839. 4573800.0 56600386. 4573800.0 56600675. 4573800.0 56600855. 4573800.0 56600944". .4573800.0 56601097. 4573800.0 56601256. 4573800.0 56601499. 4573800.0 56601687. 4573800.0 56601964. 4573800.0 56602258- 4573800.0 56602706. 4573800.0 56603118. 4573800.0 56603682. 4573800.0 56604167- 4573800.0 56604802. 4573800.0 56605318. 4573,800.0 56605953. 4573800.0 56606437. 4573800.0 56606998. 4573800.0 56607400. 4573800.0 56607831. 4573800.0.56608108. 4573800.0 56608361. 4573860.0 56608484. 4573800.0 56608534. 4573800.0 56608531, 4573800.0 56608432. 4573800.0 56608272. 4573800.0 56607980. 4573800.0 56607683. 4573800.0 56607245. 4573800.0-56606854. 4573800.0 56606330. 4573800.0 56605898. 4573800.0 56605358. 4573800.0 56604940. 4573800.0 56604453. 105.4475 103.8868 102.3021 100.7174 99.1326 97.5479 95.9632 93:9932 92.0224 90.0516 88.0808 86.1100 '83.7250 81.3401 78.9551 76.5702 74.1848 71.5729 68.9610 66.3490 63.7371 61.1252 58.3045 55.4834 52.6623 49.8411 47.0200 43.8627 40.7055 37.5482 34.3909 31.2311 26.7907 22.3502 17.9098 13.4693 9.0289 7.7840 6.5455 5.3070 4.0685 2.8300 2.4538 2.0777 1.7015 1.3254 0.9498 0.8319 0.7140 0.5960 0.4781 0.3602 0.3300 0.3 000 0.2700 0.2400 0.2100 0.1860 0.1620 0.1380 0.1140 0.0900 0.0900 0.0900 0.0900 0.0900 0.0900 0.09.00 0.0900 0.0900 0.0900 45.0865 44.4043 43.7388 43.0545 42.3866 41.7006 41.0309 40.3428 39.6658 38.9637 38.2652 37.5365 36.8053 36.0365 35.2539 34.4256 33.5762 32.6771 31.7509 30.7707 29.7592 28.6883 27.5863- 26.4300 25.2399 23.9969 22.7242 21.4055 20.0573 18.6636 17.2394 15.7724 14.2736 12.7207 11.1110 9.4256 7.6596 5.8107 3.9116 1.9941 0.0946 - 0.6134 - 2.4026 - 4.,0674 - 5.5529 - 6.8122 - 7,8103 - 8.5239 - 8.9381 - 9.0503' - 8.8715 - 8.4073 - 7.6862 - 6.7352 - 5.5871 - 4.2782 - 2.8492 - 1.3408 - 0.0001 0.8603 2.3765 3.8043- 5.0935. 6.1988 7.0860 7.7295 8.1136 8.2330 8.0956 7,7032 7.0780 1 1 f r 47 34 0 23.2649 38.2649 4573807.1 4573800.0 56612414.. 0.0900 - 0.1641 47 35 0 23.2649 38.2649 4573814.2 4573800.0 56612430. 0.0900 - 0.1339 47 36 0 23.2649 38.2649 4573807.1 4573800.0 56612441. 0.0900 - 0.0984 47 37 0 23.2649 38.2649 4573814.2 4573800.0 56612452. 0.0900 - 0.0586 47 38 0 23.2649_ 38.2649 4573807.1 4573800.0 56612459. 0.0900 - 0.0159 47 39 0 23.2649 38.2649 4573814.2 4573800.0 566124.65. 0.0900 0.0000 47 40 0 23.2649 38.2649 4573814.2 4573800.0 56612469. 0.0900 0:0453 47 41 0 23.2649 38.2649 4573807.1.4573800.0 0.0000 56612470. 0.0900 0.0902 47 42 0 23.2649 38.2649 4573814.2 4573800.0 56612469. 0.0900 0:1333 47 43 0 23.2649 38.2649 4573807.1 4573800.0 56612465: 0.0900 0.1731 47 44 0 23.2649 38.2649 4573814.2 4573800.0 56612458. 0.0900 0.2084 47 45 0 23.2649 38.2649 4573807.1 4573800.0 56612451. 0.0900 0.2381 47 46 0 23.2649 38.2649 4573814.2 4573800.0-56612441. 0.0000 0.0900 0.2613 47 47 0 23. -2649 38.2649 4573807.1 4573800.0.56612431. 0.0000 0.0900 0.2771 47 48- 0 23:2649 38.2649 4573814.2 4573800.0 56612418. 0.0900 0.2852 47 49 0 23.2649 38.2649 4573807.1 4573800.0 56612408. 0.0900 0.2854 47 50 0 23.2649 38.2649 45736.14.2 4573800.0 56612395. 0.0900 0.2777 47 51 '0 23.2649 38.2649 4573807.1 4573800.0 56612385. 0.0900 0.2622 47 52 0 23.2649 38.2649 4573814.2 4573800.0 56612375. 0.0900 0.2394 47 53 0 23.2649 38-2649-4573807.1 4356.0000 4573800.0 56612367. 0.0900 0.2103 47 54 0, 23.2649 38.2649 4573814.2 4573800..0 56612361. 0.0900 0.1756 47 55 0 23.2649 38.2649 4573807.1 4573800.0 56612357. 0.0900 0.1364 47 56 0 23.2649 38.2649 4573814.2 4573800.0 56612355. 0.0900 0.0941 47 57 0 23.2649 38.2649 4573807.1 4573800.0 56612356. 0.0900 0.0501 47 58 .0 23.2649 38.•2649 4573814.2 4573800.0 56612360. 0.0900 0.0056 47 59 .0 23.2649 38.2649 4573807.1 4573800.0 56612365. 0.0900 - 0.0096 48 0 0 23.2649 38.2649 4573814.2 4573800.0 56612373. 0.0900 - 0.0515 24 Mean 20.23 35.23 4356.0012 4356.0000 0.0000 0.0000 .0.0000 Maximum. 23.26 38.26 - 15.0000 0.0000 4356.0023 4356.0000 0.0000 Minimum - 14.9968 0.0032 26 0 - 15.0000 0.0000 4356.0012 T i m e H i s t o r y o f t h e H. G. L. ( feet) Max Ground Elevation: 999999.00 Time Max Crown Elevation: 23.40 Junction:Basin 2. 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522720.00 2671297.4 768.3793 0.0000 3 45 '0 - 2.3929 12.6071 523442.98522720.00 2717693.3 782.3446 0.0000 3 46 0 - 2.3025 12.6975 524132.31 522720.00 2764839.3 792.8483 0.0000 3 47 0 - 2.2107 12.7893 523407.94 522720.00 2812703.1 806.7053 0.0000 3 48 0 = 2.1176 12.8824 524059.75 522720.00 2861307.5 817.0072 0.0000 3 49 0 - 2.0230 12.9770 523370.60 522720.00 2910616.5 830.6381 0.0000 3 50 0 - 1.9271 13.0729 523974.33 522720.00 2960653.6 840.7493 0.0000 3 51 0 - 1.8298 13.1702 523320.41 522720.00 3011385.0 854.1744 0.0000 3 52 0 - 1.7313 13.2687 523867.23 522720.00 3062834.6 864.1609 0.0000 3 53 0 - 1.6313 13.3687 523265.56 522720.00 3114969.9 877.4252 0.0000 3 54 0 - 1.5300 13.4700 523754.25 522720.00 3167815.3 887.2949 0.0000 3 55 0 - 1.4274 13.5726 523221.87 522720.00 3221339.1 900.4171 0.0000 3 56' 0 - 1.3235 13.6765 523705.17 522720.00 3275564.6 910.2334 0.0000 3 57 0 - 1.2183 13.7817 523203.85 522720.00 3330463.5 923.2905 0.0000 3 58 0 - 1.1118 13.8882 523665.83 522720.00 3386059.9 933.0185 0.0000 3 59' 0 - 1'.0039 13.9961 523182.70 522720.00 3442323.7 945.9520 0.0000 4 0 0 - 0.8948 14.1052 523619.76 522720.00 3499279.7 955.6095 0.0000 4 1 0 - 0.7844 14.2156 523157.37 522720.00 3556898.2 968.4504 0.0000 4 2 0 - 0.6721 14.3273 523563.08 522720.00 3615204.8 978.0769 0.0000 4 3 0 - 0.5596 14.4404 523126.13 522720.00 3674170.2 990.8423 0.0000 4 4 0 - 0.4454 14.5546 523494.27 522720.00 3733620.2 1000.3864 0.0000 4 5 0 - 0.3298 14.6702 523088.71 522720.00 3794126.1 1013.0763 0.0000 4 6 0 - 0.2130 14.7870 523412.79 522720.00 3855113.3 1022.5814 0.0000 4 7 0 - 0.0948 14.9052 523044.81 522720.00 3916754.6 1035.2966 0.0000 4 8 0 0.0246 15.0246 523317.99 522720.00 3979080.3 1044.8908 0.0000 4 9 0 0.1453 15.1453 523264.83 522720.00 4043207.0 1056.3612 0.0000 i 4 10 0 0.2673 15.2673 523212.02 522720.00 4106896.9 1067.6931 0.0000 4 11 0 0.3906 15.3906 523197.45 522720.00 4171271.2 1079.1261 0.0000 4 12 0 0.5152 15.5152 523181.37 522720.00 4236333.5 1090.6192 0.0000 4 13 0. 0.6412 15.6412 523163.76 522720.00 4302088.3 1102.1717 0.0000 4 14 0 0.7685 15.7685 523144.59 522720.00 4368540.4 1113.6253 0.0000 4 15 0 0.8971 15.8971 523123.80 522720.00 4435694.5 1125.5436 0.0000 4.16 0 1.0271 16.0271 523101.37 522720.00 4503555.0 1137.3324 0.0000 4 17 0 1.1585 16.1585 523077.25 522720.00 4572127.0 1149.2053 0.0000 4 18 0 1.2912 16.2912 523051.42 522720.00 4641414.9 1161.1601 0.0000 l 4 19 0 1.4253 16.4253 523023.85 522720.00 4711422.3 1173.1448 0.0000 ' 4 4 20 21 0 0 1.5608 1.6976 16.5608 16.6976 522994.53 522963.39 522720.00 522720.00 4782152.4 4853608.0 1185.1810 1197.2570 0.0000 0.0000 4 22 0 1.8359 16.8359 522930.40 522720.00 4925792.0 1209.4103 0.0000 ` 4 23 0 1.9756 16.9756 522895.52 522720.00 4998708.7 1221.6091 0.0000 4 24' 0 2.1167 17.1167 522858.70 522720.00 5072361.3 1233.8746 0.0000 4 25 0 2.2592 17.2592 522819.92 522720.00. 5146753.8 1246.1743 0.0000 4 26 0 2.4031 17.4031 522779.11 522720.00 5221889.6 1258.5514 0.0000 4 27 0 2.5484 17.5484 522736.25 522720.00 5297772.4 1270.9832 0.0000 1 4 28 0 2.6952 17.6952 522734-19522720.00 5374405.4 .1283.4728 0.0000 4 4 29 30 0 0 2.8434 2.9931 17.8434 17.9931 522734.19 522734.19 522720.00 522720.00 5451787.81295.9794 5529919.2 1308.4502 0.0000 0.0000 4 31 0 3.1442 18.1442 522727.10 522720.00 5609894.0 1322.4738 0.0000 _j 4 32 0 3.2967 18.2967 522734119 522720.00 5689537.0 1333.5678 0.0000 4 33 0 3.4506 18.4506 522727.10 522720.00 5769919.3 1347.4177 0.0000 4 34 0 3.6060 18.6060 522734.19 522720.00 5851058.7 1358.5095 0.0000 4 35 0 3.7628 18.7628 522727.10 522720.00 5932937.3 1372.3653 0.0000 4 36 0 3.9210 18.9210 522734.19 522720.00 6015573.6 1383.4544 0.0000 4 37 0 4.0807 19.0807 522727.10 522720.00 6108265.3 1397.3318 0.0000 4 38 0 4.2418 19.2418,.522734.19 522720.00 6183085.2 1408.4494 0.0000 4 39 0 4.4044 19.4044 522727.10 522720.00 6267964.6 1422.4924 0.0000 4 40 0 4.5687 19.5687 522734.19 522720.00 6353725.7 1443.1953 0.0000 " f 4 41 0 4.7371 19.7371 522727.10 522720.00 6441518.8 1478.8507 0.0000 4 42 0 4.9064 19.9064 522734.19 522720.00 6530068.5 1468.7131 0.0000 4 43 0 5.0741 20.0741 527574.21 527567.11 6618011.3 1458.3965 0.0000 4 44 0 5.2369 20.2369 541822.27 541808.07 6705407.2 1447.4117. 0.0000 4 45 0 5.3947 20.3947 555605.46 555598.36 6792236:5 1440.7391 0.0000 4 46 0 5.5479 20.5479 569004.13 568989.94 6878613.8 1433.9840 0.0000 4 47 0 5.6972 20.6972 582036.51 582029.41 6964657.8 1431.4298 0.0000 ' 4 48 0 5.8429 20.8429 594772.56 594758.36 7050487.5 1428.9104 0.0000 4 49 0 5.9856 20.9856 607221.93 607214.83 7136225.8 1430.5759 0.0000 ' 4 50 0 6.1255 21.1255 619442.46 619428.27 7222159.4 1428.9454 0.0000 4 51 0 6.2623 21.2623 631389.49 631382.40 7307967.1 1426.2173 0.0000 4 52 0 6.3964 21.3964 643099.51 643085.31 7393547.01422.1606 0.0000 ' 4 53 0 6.5278 21.5278 654565.25 654558.16 7478950.8 1421.2809 0.0000 4'54 0 6.6568 21.6568 665834.82 665820.63 7564233.1 1419.1588 0.0000 4 55 0 6.7836 21.7836 676897.29 676890.20 7649443.6 1420.1053 0.0000 4 56, 0 6.9084 21.9084 687797.25 687783.05 7734633.0 1419.7219 0.0000 ' 4 57 0 7.0314 22.0314 698520.55 698513.45 7819871.5 1422.3179 0.0000 4 58 0 7.1527 22.1527 709.109.09 709094.90 7905353.1 1423.5039 0.0000 4 59 0 7.2724 22.2724 719666.50 719652.31 7991916.0 1426.6088 0.0000 5 0 0 7.3906 22.3906 729981.71 729967.52 8077718.9 1430.3052 0.0000 r 5 1 0 7.5076 22.5076 740181.08 740166.89 8163745.6 1434.6526 0.0000 5 2 0 7.6233 22.6233 750273.91 750259.72 8250031.9 1439.6492 0.0000 I 5 3 0 7.7379 22.7379 760268.84 760254.64 8336613.1 1445.2640 0.0000 5 4 0 7.8515 22.8515 770173.79 770159.60 8423522.7 1451.4655 0.0000 5 5 0 7.9642 22.9642 779996.06 779981.86 8510792.3 1458.2237 0.0000 5 6 0 8.0760 23.0760 789742.38 789728.19 8598539.3 1465.5369 0.0000 5 7 0 8.1870 23.1870 799419.28 799405.08 8686794.1 1473.4274 0.0000 5 8 0 8.2973 23:2973 809032.92.809018.72 8775531.2 1481.8713 0.0000 5 5 9 10 0 0 8.4069 8.5159 23.4069 23.5159 818589.00 828092.77 818574.80 828078.57 8864780.4 8954569.6 1490.8415 1500.3119 0'.0000 0.0000 t 5 11. 0 8.6244• 23.6244 837549.14 837534.94 9044926.4-1510.2959 0.0000 1 r _ 5 12 0 8 -7324 23.7324 846963.03 846948.84 9135880.6 1520.8395 0.0000 5 13 0 8.8400 23.8400 856339 -24 856325.05 9227463.0 1531.9222 0.0000 5 14 0 8.9472 23.9472 865682.18 865667.98 9319703.0 1543.5182 0.0000 5 15 0 9.0541 24.0541 874995.91 874981.72 9412679.5 1555.6030 0.0000 5 16 0 9.1607 24.1607 884284.28 884270.09 9506460.3 1568.2020 0.0000 5 17 0 9.2670 24.2670 893551.31 893537.11-9601008.9 1581.3800 0.0000 5 18 0 9.3732 24.3732 902800.97 902786.77 9696357.1 1595.1172 0.0000 5 19 0 9.4792 24.4792 912036.94 912022.74 9792535.5 1609.3873 0.0000 5 20 0 9.5851 24.5851 921262.59 921248.39 9889573.1 1624.1653 0.0000 5 21 0 9.6909 24.6909 930481.12 930466.92 9987498.3 1639.4884 0.0000 5 22 0 9.7966 24.7966 939696.05 939681.85 10086345. 1655.4411 0.0000 5 23 0 9.9024 24.9024 948910.91 948896.72 10186147. 1672.0022 0.0000 5 24 0 10.0082 25.0082 958128.97 958114.77 10286939. 1689.1431 0.0000 5 25 0 10.1146 25.1146 958327.10 958320.00 10389728. 1707.8112 0.0000 5 26 0 10.2221 25.2221 958334.19 958320.00 10492673. 1724.9678 0.0000 5 27 0 10.3308 25.3308 958327.10 958320.00 10596711. 17'44.3932 0.0000 5 28 0 10.4407 25.4407 956334.19 958320.00 10701869. 1762.1457 0.0000 5 29 0 10.5517 25.5517 958327.10 958320.00 10808146. 1781.8168 0.0000 5 30 0 10.6638 .25.6638 958334.19 958320.00 10915551. 1799.6350 0.0000 5 31 0 10.7772 25.7772 958327.10 958320.00 1102408'0. 1819.3370 0.0000 5 32 0 10.8917 25.8917 958334.19 958320.00 11133733. 1836.9346 0.0000 5 33 0 11.0074 26.0074 956327.10 958320.00 11244486. 1856.0576 0.0000 5 34 0 11.1242 26.1242 958334.19 958320.00 11356321. 1872.8409 0.0000 5 35 0 11.2421 26.2421 958327.10 958320.00 11469207. 1891.1322 0.0000 5 36 0 11.3610 26.3610 958334.19 958320.00 11583061. 1903.7036 0.0000 5 37 0 11.4806 26.4806 958327.10 958320.00 11697603. 1914.6620 0.0000 5 38 0 11.6007 26.6007 958334.19 958320.00 11812729. 1923:0706 0.0000 5 39 0 11.7215 26.7215 958327.10 958320.00 11928390. 1932.4569 0.0000 5 40 0 11.8427 26.8427 958334.19 958320.00 12044547. 1939.5362 0.0000 5 41 0 11.9645 26.9645 958327.10 958320.00 12161160. 1947.6161 0.0000 5 42 0 12.0865 27.0865 961618.55 961604.36 12278214. 1953.3714 0.0000 5 43 0 12.2083 27.2083 966917.05 966909.96 12395660. 1960.1780 0.0000 5 44 0 12.3297 27.3297 972216.38 972202.18 12513452. 1964.9015 0.0000 5 45 0 12.4508 27.4508 977486.98 977479.89 12631559. 1970.7502 0.0000 5 46 0 12.5716 27.5716 982756.38 982742.19 12749954. 1974.5226 0.0000 5 47 0 12.6920 27.6920 988041.06 988026.87 12869489. 1978:4694 0.0000 5 48 0 12.8119 27.8119 993267.83 993253.63 12988340. 1981.7222 0.0000 5 49 0 12.9314 27.9314 998475.01 998460.82 13107364. 1984.3931 0.0000 5 50 0 13.0505 28.0505 1001894.2 1001880.0 13226526. 1986.5244 0.0000 5 51 0 13.1696 28.1696 1001894.2 1001880.0 13345794. 1987.9850 0.0000 5 52 0 13.2887 28.2887 1001894.2 1001880.0 13465125. 1988.6029 0.0000 5 53 0 13.4078 28.4078 1001894.2 1001880.0 13584471. 1988.4166 0.0000 5 54 0 13.5269 28.5269 1001894.2 1001880.0 13703785. 1987.4698 0.0000 5 55 0 13.6459 28.6459 1001894.2 1001880.0 13823022. 1985.8017 0.0000 5 56 0 13.7648 28.7648 1001894.2 1001880.0 13942139. 1983.4200 0.0000 5 57 0 13.8835 28.8835 1001894.2 1001880.0 14061093. 1980.3117 0.0000 5 58 0 14.0020 29.0020 1001894.2 1001880.0 14179839. 1976.4399 0.0000- 5 59 0 14.1202 29.1202 1001894.2 1001880.0 14298331. 1971.7573 0.0000 6 0 0 14.2382 29.2382 1001894.2 1001880.0 14416520. 1966.3130 0.0000 6 1 0 14.3558 29.3558 1001894.2 1001880.0 14534362. 1960.1538 0.0000 6 2 0 14..4730 29.4730 1001894.2 1001880.0 14651816. 1953.3209 0.0000 6 3 0 14.5897 29.5897 1001894.2 1001880.0 14768842. 1945.8491 0.0000 6 4 0 14.7060 29.7060 1001894.2 1001880.0 14885403. 1937.7690 0.0000 6 5 0 14.8218 29.8218 1001894.2 1001880.0 15001462. 1929.1070 0.0000 6 6 0 14.9371 29.9371 1001894.2 1001880.0 15116986. 1919.9159 0.0000 6 7 0 15.0518 30.0518 1001894.2 1001880.0 15231946. 1910.2646 0.0000 6 8 0 15.1659 30.1659 1001894.2 1001880.0 15346315. 1900.1716 0.0000 6 9 0 15.2794 30.2794 1001894.2 1001880.0 15460066. 1889.6506 0.0000' 6 10 0 15.3922 30.3922 1001894.2 1001880.0 15573174. 1878.7139 0.0000 6 11 0 15.5044 30.5044 1001894.2 1001880.015685615. 1867.3890 0.0000 6 12 0 15.6159 30.6159 1001894.2 1001880.0 15797366. 1855.7139 0.0000 6 13 0 15.7266 30'.7266 1001894.2 1001880.0 15908407. 1843.6992 0.0000 6 14 0 15.8367 30.8367 1001894.2 1001880.0 16018719. 1831.3812 0.0000 6 15 0 15.9460 30.9460 1001894.2 1001880.0 16128283. 1818.7780 0.0000 6 16 0 16.0545 - 31.0545 1001894.2 1001880.0 16237084. 1805.9229 0.0000 6 17 0 16.1623 31.1623 1001894.2 1001880.0 16345108. 1792.8754 0.0000 6'18 0 16.2692 31.2692 1001894.2 1001880.0 16452344. 1779.6377 0.0000 6 19 0 16.3754 '31.3754 1001894.2 1001880.0 16558780. 1766.2081 0.0000 6 20 0 16.4808 31.4808 1001894.2 1001880.0 16664405. 1752.5847 0.0000 6 21 0 16.5853 31.5853 1001894.2 1001880.0 16769207. 1738.7880 0.0000 6 22 -0 16.6890 31.6890 1001894.2 1001880.0 16873177. 1724.8559 0.0000 QcU,lc- kKf,(A'<,; 6 23 0 16.7919 31.7919 1001694.2 1001880.0 16976308. 1710.7896 0.0000 6 24 0 16.8939 31.8939 1001887.1 1001880.0 17077824. 1696..9679 0.0000 6 25 0 . 16.9951 31.9951 1001894.2 1001880.0 17179259. 1682.2597 0.0000 6 26 0 17.0954 32.0954 1001887.1 1001880.0 17279830. 1668.1551 0.0000 6 27 0 17.1948 32.1948 1001894.2 1001880.0 17379530. 1653.2459 0.0000 6 28 0 17.2934 32.2934 1001887.1 1001880.0 17478355. 1638.9492 0.0000 6 29 0 17.3910 32.3910 1001894.2 1001880.0 17576298. 1623.8652 0.0000 6 30 0 17.4878 32.4878 1001887.1 1001880.0 17673355. 1609.3741 0.0000 6 31 0 17.5837 32.5837 1001894.2 1001880.0 17769518. 1594.1195 0.0000 6 32 0 17.6788 32.6788 1001887.1 1001880.0 17864786. 1579.4633 0.0000 6 33 0 17.7729 32.7729-1001894.2 1001880.0 17959150. 1564.0747 0.0000 6 34 0 17.8661 32.8661 1001887.1 1001880.0 18052611. 1549.2677 0.0000 6 35 0 17.9584 32.9584 1001894.2 1001880.0 18145160. 1533.7426 0.0000 6 36 0 18.0497 33.0497 1001887.1 1001880.0 18236797. 1518.7896 O.Ob00 6 37 0 18.1402 33.1402 1001894.2 1001880.0 18327514. 1503.1558 0.0000 6 38 0 18.2297 33.2297.1001887.1 1001880.0 18417313. 1488.0941 0.0000 6 39 0 18.3184 33.3184 1001894.2 1001880.0 18506186. 1472.3664 0.0000 6 40 0 18.4061 33.4061 1001887.1 1001880.0 18594133. 1457.1944 0.0000 6 41 0 18.4928 33.4928 1001894.2 1001880.0 18681150. 1441.3757 0.0000. 6 42 0 18.5787 33.5787 1001887.1 1001880.0 18767235. 1426.1135 0.0000 6 43 0 18.6636 33.6636 1001894.2 1001880.0 18852385. 1410.2295 0.0000 6 44 0 18.7475 33.7475 1001887.1 1001880.0 18936600. 1394.8880 0.0000 6 45 0 18.8306 33.8306 1001894.2 1001880.0 19019874. 1378.9379 .0.0000 6 46 0 18.9127 33.9127 1001887.1 1001880.0 19102209, 1363.5186 0.0000 6 *47 0 18.9938 33.9938 1001894.2 1001880.0 19183599. 1347.5145 0.0000 6 48 0 19.0740 34.0740 1001887.1 1001880.0 19264047. 1332.0344 0.0000 6 49 0. 19.1533 34.1533 1001894.2 1001880.0 19343547. 1315,9833 0.0000 6 50 0 19.2316 34.2316 1001887.1 1001880.0 19422100. 1300.4415 0.0000, 6 51 0 19.3090 34-30901001894.2 1001880.0 19499703. 1284.3460 0.0000 6 52 0 19.3854 34.3854 1001887.1 1001880.0 19576358. 1268.7583 0.0000 6 53 0 19.4609 34.4609 1001894.2 1001880.•0 19652059. 1252.6389 0.0000 6 54 0 19.5354 34.5354 1001887.1 1001880.0 19726810. 1237.0147 0.0000 6 55 0 19.6090 34.6090 1001894.2 1001880.0-19800605. 1220.8718 0.0000 6 56 0 19.6816 34.6816 1001887.1 1001880.0 19873449. 1205.2132 0.0000' 6 57 0 19.7533 34.7533 1001894.2 1001880.0 19945336. 1189.0567 0.0000 6 58 0 19.8240 34.8240 1001887.1 1001880.0 20016270. 1173.3775 0.0000 6 59 0 19.8937 34.8937 1001894.2 1001880.0-20086246. 1157.2139 0.0000 7 0 0 19.9626 34.9626 1001887.1 1001880.0 20155269. 1141.514.6 0.0000 7 1 0 20.0304 35.0304 1001894.2 1001880.0 20223334. 1125.3474 0.0000 7 2 0 20.0973 35.0973 1001887.1 1001880.0 20290437. 1109.6027 0.0000 7 3 0 20.1632 35.1632 1001894.2 1001880.0 20362541. 1093.3442 0.0000 7 4 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23.2634 38.2634 3049214.2 3049200.0 26193770. 6.7553 0.0000 13 48 0 23.2635 38.2635 3049207.1 3049200.0 26194131. 6.7227 0.0000 .13 49 0 23.2637 38.2637 3049214.2 3049200.0 26194572. 6.4772 0.0000 13 50 0 23.2638 38.2638 3049207.1 3049200.0 26194906. 6.0325 0.0000 13 51 0 23.2639 38.2639 3049214.2 3049200.0 26195288. 5.4060 0.0000 13 52 0 23.2640 38.2640 3049207.1 3049200.0 26195556. 4.6205 0.0000 13 53 0 23.2641 38.2641 3049214.2 3049200.0 26195834. 3.6996 0.0000 13 54 0 23.2641 38.2641 3049207.1 3049200.0 26196005. 2.6738 0.0000 13 55 0 23.2642 38.2642 3049214.2 3049200.0 26196147. 1.5734 0.0000 13 56 0 23.2642 38.2642 3049207.1 3049200.0 26196200. 0.4306 0.0000 13 57 0 23.2642 38.2642 3049214.2 3049200.0 26196207. 0.0000 0.0000 13 58 0 23.2642 38.2642 3049214.2 3049200.0 26196164. - 1.1442 0.0000 13 59 0 23.2641 38.2641 3049207.1 3049200.0 26196073. - 2.2436 0.0000 14 0 0 23.2641 38.2641 3049214.2 3049200.0 26195889.' - 3.2605 0.0000 14 1 0 23.2640 38.2640 3049207.1 3049200.0.26195690. '- 4.1607 0.0000 14 2 .0 23.2639 38.2639 3049214.2 3049200.0 26195387. - 4.9129 0.0000 14 3 0 23.2638 38.2638 3049207.1 3049200.0 26195109. - 5.4959 0.0000 14 4 0 23.2637 38.2637 3049214.2 3049200.0 26194728. - 5.8924 0.0000 14 5 0 23.2636 38.2636 3049207.1 3049200.0 26194408. - 6.0925 0.0000 14 6 0 23.2635 38.2635 3049214.2 3049200.0 26194041. - 6.0977 0.0000 14 7 0 23.2634 38.2634 3049207.1 3049200.0 26193679. - 5.9081 0.0000 14 8 0 23.2632 38.2632 3049214.2 3049200.0 26193297. - 5.5320 0.0000 14 9 0 23.2631• 38.2631 3049207.1 3049200.0 26193016. - 4.9866 0.0000 14 10 0 23.2630 38'.2630 3049214.2 3049200.0 .26192706. - 4.2906 0.0000 14 11 0 23.2630 38.2630 3049207.1 3049200.0 26192498. - 3.4659 0.0000 14 12 0 23.2629 38.26293049214.2 3049200.0 26192298. - 2.5394 0.0000 14 13 0 23.2629 38.2629 3049207.1 3049200.0 26192189. - 1.5394 0.0000 14 14 0 23.2629 38.2629 3049214.23049200.0 26192121. 70.4949 0.0000 14 15 0 23.2629, 38.2629 3049207.1 3049200.0 26192115. 0.0000 0.0000 14 16 0 23.2629 38.2629 3049207.1 3049200.0 26192127. 0.7923 0.0000 14 17 0 23.2629 38.2629 3049214.2 3049200.0 26192221. 1.8201 0.0000 14 18 0 23.2629 38.2629 3049201.1 3049200.0 26192344. 2.7834 0.0000 14 19 0 23.2630 39.2630 3049214.2 3049200.0 26192559. 3.6491 0.0000 14 20 0 23.2631 38.2631 3049207.1 3049200.0 26192774. 4.3881 0.0000 14 21 0 23.2632 38.2632 3049214.2 3049200.0 26193087.. 4.9772 0.0000 14 22 0 23.2633 38.2633 3049207.1 3049200.0 26193365. 5.4001 0'.0000 14 23 0 23.2634 38.2634 3049214.2 3049200.0 26193734. 5.6441 0.0000 14 24 0. 23.2635 38.2635 3049207.1 3049200.0 26194037. 5.7073 0.0000 14 25 0 23.2636 38.2636 3049214.2 3049200.0 26194415. 5.5918 0.0000 14 26 0 23.2637 38.2637 3049207.1 3049200.0 26194706. 5.3001 0.0000 14 27 0- 23.2638 38.2638 3049214.2 3049200.0 26195045. 4.8458 0.0000 14 28 0 23.2639 38.2639 3049207.1 3049200.0 26195288. 4.2465 OA.0000 14 29 0 23.2640 38.2640 3049214.2 3049200.0. 26195548. 3.5209 0.0000 14 30 0 23.2640 38.2640 3049207.1 3049200.0 26195714'. 2.6926 0.0000 14 31 0 .23.2641 38.2641 3049214.2 3049200.0 26195864. 1.7874 0.0000 14 32 0 23.2641 38.2641 3049207.1 3049200.0 26195934. 0.8325 0.0000 14 33 0 23.2641 38.2641 3049214.2 3049200.0 26195958. 0.0001 0.0000 14 34 0 23.2641 38.2641 3049214.2 3049200.0 26195958. 0.0000 0.0000 14 35 0 23.2641 38.2641 3049214.2 3049200.0 26195914. - 0.9663 0.0000 14 36 0 23:2641 38.2641 3049207.1 3049200.0 26195838. - 1.8937 0.0000 14 37 0 23.2640 38.2640 3049214.2 3049200.0 26195683. - 2.7523 0.0000 14 38 0 23.2640 38.2640.3049207.1 3049200.0 26195515. - 3.5134 0:0000 14 39 0 23.2639 38.2639 3049214.2 26195259. - 4.1508 0.0000 X�304499200/0.0 1 47 48 0 23.2649 47 49 0 23.2649 47 50 0 23.2649 47 51 0 23.2649 47 52 0 23.2649 47 53 0 23.2650 47 54 0 23.2650 47 55 0 23.2650 47 56 0 23.2650 47 57 0 23.2650 47 58 0" 23.2650 47.59 0 23.2650 48 0 0 23.2650 Mean 19.55 Maximum 23.26 Minimum - 15.0000 38.2649 3049207.1 3049200.0 26198435. 38.2649 3049214.2 3049200.0 26198452. 38.2649 3049207.1 3049200.0 26198469. 38.2649 3049214.2 3049200.0 26198487. 38.2649 3049207.1 3049200.0 26198500. 38.2650 3049214.2 3049200.0 26198515., 38.2650 3049207.1 3049200.0 26198526. 38.2650 3049214.2 3049200.0 26198536. 38.2650 3049207.1 3049200.0 26198542. 38.2650 3049214.2 3049200.0 26198547. 38.2650 3049207.1 3049200.0 26198549. 38.2650 3049214.2 3049200.0 26198549. 38.2650 3049207.1 3049200.0 26198547. 34.55 38':26 0.0000 0.2852 0.2854 0.2777 0.2622 0.2394 0.2103 0.1756 0.1364 0.0941 0.0501 0.0056 - 0.0096 - 0.0515 ------------------------------------------- Time History of Flow and Velocity Q(cfs), Vel(ft /s), Total(cubic feet) ------------------------------- ------ - - - - -- 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Maximum Freeboard Junction of node Area feet ft ^2 1.7351 4573800.0 1.7350 3049200.0 Time Table E9 - JUNCTION SUMMARY STATISTICS The Maximum area is only the area of the node, it �. Hr:Mn:Sc ! does not include the area of the surrounding conduits Up HGL Down HGL *----_--------------------------------------------- - - - - -* Uppermost Maximum Time Feet of - - - -- 1 - - - -- 0 0:0000 Ground PipeCrown Junction of Surcharge -=- - - - - -- -15.00 Junction Elevation Elevation Elevation Occurence at Max 0.0000 Name -------- - - - - -- feet --- - - - - -- - -- -feet - -= -feet Hr. Min. --- - - - - -- Elevation --- - - - - -- -15.00 Basin 1 25.0000 25.0000 23.2649 47 40 0.0000 { Basin 2 25.0000 25.0000 23.2650. . 47 58 0.0000 ------------------------------------------- Time History of Flow and Velocity Q(cfs), Vel(ft /s), Total(cubic feet) ------------------------------- ------ - - - - -- 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 Maximum Freeboard Junction of node Area feet ft ^2 1.7351 4573800.0 1.7350 3049200.0 Time Conduit:Conduit Hr:Mn:Sc Flow Velocity X -Area H- Radius Up HGL Down HGL Up Node Down Node -- - 0' - - - -- 1 - - - -- 0 0:0000 -- - - - - -- 0.0000 -- - - - - -- 1.0000E -05 -- - - - - -- 1.0000E -05 - - - -- - -- -15.00 -=- - - - - -- -15.00 -- - - - - -- -15.00 --- - - - - -- -15.00 0 2 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.99 -15.00 -14.99 -15.00 0 3 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.99 -15.00 -14.98 -15.00 0 4 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.97 -15.00 - 14.97 -15.00 0 5 0 0.0000' 0.0000 1.0000E -05 1.0000E -05 -14.97 -15.00 -14.96 -15.00 0 6 0 0.0000 0.0000 1.0000E -05 1:0000E -OS - 14..95 -15.00 -14.95 -15.00 0 7 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.95 -15.00 -14.94 - 15.00 0 8 0 0.0000 0.0000 1.0000E 705 1.0000E -05 -14.92 -15.00 -14.92 - 15.00. 0 9 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.92 -15.00 -14.90 -15.00 0 10 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.89 -15.00 -14.89 -15.00 0 11 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.89 -15.00 =14.87 -15.00 0-12- 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.85 -15.00 -14.85 -15.00 0 13 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.85 -15.00 -14.82 -15.00 0 14 0 0.0000 0.0000 i.0000E -05 1.0000E -05 -14.80 -15.00 -14.80 ' -15.00 0 15 0 0.0000 0.0000 1.0000E -05 1.0000E -05 - 14.80 -15.00 -14.78 -15.00 0 16 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.76 -15.00 -14.76 -15.00 0 17 0 0.0000 0.0000 1.0000E -05 1,0000E -05 -14.76 -15.00 -14.73 -15.00 0 18 0 01.0000 0.0000 1.0000E -05 1.0000E -05 -14.70 -15.00 -14.70 -15.00 0 19 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.70 -15.00 -14.68 -15.00 0 20 0 0.0000 0.0000 1.0000E -05 1..0000E -05 -14.65 -15.00 -14:65 -15.00 0 21 0 0.0000 0.0000 1.0000E -05 1.0000E -05 - 14.65 -15.00 -14.62 15.00 0 22 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.59 - 15..00 -14.59 -15.00 0 23 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.59 -15.00 -14.56 -15.00 0 24 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.53 -15.00 -14.53 -15.00 0 25 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.53 -15.00 -14.50 -15.00 0 26 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.47 -15.00 -14.47 -15.00 0,27 0 0.0000 0.0000 1.0000E -05 1.0000E -05- -14.47 -15.00 -14.43 -15.00 0 28' 0 0.0000 0.0000 1.0000E -05 1.000'0E -05 -14.40 -15.00 -14.40 - 15.00 0 29 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.40 -15.00 -14.36 -15.00 0 30 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.33 -15.00 -14.33 -15.00 0 31 0 0.0000 0.0000 1.0000E -05 1.0000E -05 - 14.33 -15.00 -14.29 -15.00 0 32 0 0.0000 0.0000 1.0000E -05 1.0000E -05 ' -14.26 -15.00 -14.26 -15.00 0 3.3 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.26 -15.00 -14.22 -15.00 0 34''0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.18 -15.00 -14.18 -15.00 0 35 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.18 -15.00 -14.14 -15.00 ' 0 36 0 0.0000 0.0000 1.0000E -05 1.0000E -05 - 14.11- - 15.00 -14.11 -15.00 0 37 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.11 -15.00 -14.07 -15.00 0 38 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.03 -15.00 -14.03 -15.00 0 39 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -14.03 - 15.00' -13.99 -15.00 ' 0 40 0 0.0000 0.0000 1.0000E -05 1:0000E -05 -13.95 - 15.00 -13.95 -15.00 0 41 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.95 -15.00 -13.91 -15.00 0 42 0 0.0000 0.0000-1.0000E -05 1.0000E -05 -13.87 -15.00 -13.87 -15.00 0 43 0 `0.0000 0.0000 1.0000E -05 1•.0000E -05 -13.87 -15.00 -13.82 -15.00 0 44 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.78 -15.00 -13.78 -15.00 '0.45 0 0.0000 0.0000 1.0000E -05 1.0000E -05 - 13.78 -15.00 -13.73 -15-00 ' 0 46 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.68 -15.00 -13.68 -15.00 0 47 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.68 -15.00 -13.63 -15.00 0 48 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.57 -15.00 -13.57 -15.00 0 49 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.57 -15.00 -13.52 -15.00 0 50 0' 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.46 -15.00 -13.46 -15.00 0 51 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.46 -15.00 -13.40 -15.00 0 52 0 0.0000 0.0000 1.0000E -05 1.0000E -05 - 13.34• - 15.00 -13.34 -15.00 0 53 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.34 -15.00 -13.28 -15.00 0 54 0 0.0000 0.0000 1.0000E -05 1.0000E 705 -13.22 -15.00 -13.22 -15.00 } 0 55 0.. 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.22 -15.00 -13.15 -15.00 0 56 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -13.09 -15.00 -13.09 -15.00 0 57 0 0.0000 0.0000 1:0000E -05 1.0000E -05 -13.09 -15.00 -13.02 -15.00 0 58 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -12.95 - 15.00 -12.95 -15:00 0 59 0 0.0000 0.0000 1.0000E-05-1.0000E-05 -12.95 -15.00 -12.88 -15.00 1 0 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -12.81 -15.00 - -12.81 -15.00 ' 1 1 1 2 0 0 0.0000 '0.0000 0.0000 0.0000 1.0000E -05 1.0000E -05 1.0000E -05 1.0000E -05 -12.81 -12.66 -15.00 -15.00 -12.74 -12.66 -15.00 -15.00 1 3 0 0.0000 0.0000 1.0000E - 05.1.0000E -OS -12.66 -15.00 -12.58 -15.00 1 4 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -12.51 -15.00 -12.51 -15.00 1 5 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -12.51 -15.00 - ,12.43• -15.00 1 6 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -12.35 -15.00 -12.35 -15.00 1 7 0 0.0000 0.0000 1:0000E -05 1.0000E =05 -12.35 -15.00 -12.26 -15.00 1 8 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -12.18 -15.00 -12.18 -15.00 1 9 0 0.0000, 0.0000 1.0000E -05 1.0000E -05 -12.18 -15.00 -12.09 -15.00 ' 1 1 10 11 0 0 0.0000 0.0000 0.0000 0.0000 1.0000E -05 1.0000E -05 1.0000E -05 1:0000E -05 - 12.•01 -12.01 -15.00 -15.00 -12.01 -11.92 -15.00 -15.00 1 12 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -11.83 -15.00 -11.83 -15.00 } 1 13 0 0.0000 0.0000 1.0000E -05 1..0000E -05 -11.83 -15.00 -11.74 -15.00 1 14 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -11.64 -15.00 - 11..64 -15.00 . 1 15 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -11.64 -15.00 -11.55 -15.00 , 1 16 0 0.0000 0.0000 1.0000E =05 1.0000E -05 -11.45 -15.00 -11.45 -15.00 1 17 0 0.0000 0.0000 1.0000E -05 1.0000E -05' -11.45 -15.00 -11.35 - 15.00 } 1 18 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -11.25 -15.00 -11.25 -15.00 1 1 19 20 0 0 0.0000 0.0000 0.0000 0.0000 1.0000E -05 1.0000E -05 1.0000E -05 1.0000E -05 -11.20 -11.05 -15.00 -15.00 -11.15 -11.05 -15.00 -15.00 1 21 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -11.00 -15.00 -10.95 -15.00 1 22 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -10.84 -15.00 -10.84 -15.00 1 23 0 0.0000 0.0000 1.0000E -05 1.0000E -05. -10.79 -15.00 -10.73 -15.00 1 24 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -10.62 -15.00 -10.62 . -15.00 1 25 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -10.57 - 15.00 -10.51 -15:00 1 26 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -10.40 -15.00 -10.40 -15.00 ' 1 27 -0 0.0000 0.0000 1.0000E -05 1.0000E -05 - 10.34. -15.00 -10.29 -15.00 1 28 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -10.17 -15.00 -10.17 -15.00 1 29 0 0.0000 0.0000 1.0000E -05 1.0000E -05. -10.11 -15.00 -10.06 -15.00 1 30 0 0.0000 0.0000 1.0000E -05 1:0000E -05 -9.937 -15.00 -9.937 -15.00 1 31 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -9.878 -15.00 -9.819 -15.00 1 32 0 0.0000 0.0000 1.0000E -01 1.0000E -05 -9.698 -15.00 -9.698 -15.00 1 33 0 0:0000 .0.0000 1.0000E -05 1.0000E -05 -9.638 715.00 -9.577 -15.00 ' 1 34 0 .0.0000 0.0000 1.0000E -05 1.•0000E -05 -9.455 -15.00 -9.455 -15.00 1 35 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -9.393 -15.00 -9.331 -15.00 J 1 36 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -9.207 -15.00 -9.207 -15.00 1 37 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -9.144 -15.00 -9.081 - 15.00 1 38 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -8.954 -15.00 -8.954 -15.00 1 39 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -8.891 -15.00 -8.827 - 15.0.0 1 40 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -8.698 -15.00 -8.698 -15.00 1 41 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -8.633 -15.00 -8.568 -15.00 1 42 0 0.0000 10.0000 1.0000E -05 1.0000E -05 -8.438 -15.00 -8.438 -15.00 1 43 0 0.0000 0'.0000 1.0000E -05 1.0000E -05 -8.372 -15.00 -8.306 -15.00 1 44 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -8.174 -15.00 -8.174 -15.00 1 45 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -8.108 -15.00 -8.041 -15.00 1 46 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -7.907 -15.00 -7.907 -15.00 1 47 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -7.840 -15.00 -7.773 -15.00 1 48 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -7.638 -15.00 -7.638 -15.00 1 49 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -7.570 -15.00 -7.502 715.00 1 50 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -7.365 -15.00 -7.365 -15.00 1 51 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -7.296 -15.00 -7.228 -15.00 1 52 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -7.090 - 15.00 -7.090 -15.00 1 53 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -7.020 -15.00 -6.951 -15.00 1 54 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -6.812 -15.00 -6.812 -15.00 1 55 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -6.742 -15.00 -6.672 -15.00 1 56 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -6.531 =15.00 -6.531 - 15.00" 1 57 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -6.461 -15.00 -6.390 -15.00 1 58 0 0:0000 0.0000 1.0000E -05 1.0000E -05 -6.248 -15.00 -6.248 - 15.00 1 59 0 0.0000 0.0000 1.0000E -05 1.0000E -05 -6.176 -15.00 -6.105 -15.00 2 0 0 0.1851 2.596 7.1274E -02 4.3656E -02 -5.961 -15.00 -5.961 -15.00 2 1 0 1.456 3.193 0.4561• 0.1147 -5.745 -15.00 -5.745 -15.00 2 2 0 5.098 5.669 0.8993 0.1965 -5.528 -14.95 -5.528 -14.95 2 3 0 9.465 6.753 1.402 0.2586 -5.384 -14.91 - -5.384 -14.91 2 4 0 14.95 7.695 1.943 0.3241 -5.239 -14.85 -5.239 - 14.85 2 5 0 21.24 8.510 2.495 0.3916 -5.095 -14.78 -5.095 -14.78 2 6 0 27.89 9.060 3.079 0.4526 -4.952 -14.73 -4.952 -14.71 2 7 0 36.90 9.815 3.759 0.5239 -4.820 -14.63 -4.820 -14.63 2 8 0 45.19 10.34 4.373 0.5865 -4.698 -14.55 -4.698 -14.55 2 9 0 54.87 10.95 5.010 0.6477 - 4.584 - 1'4.46 - 4.584 -14.46 2 10 0 66.35 11.62 5.710 0.7078 -4.477 -14.37 =4.477 -14.37 2 11 0 78.40 12.21 6.423 0.7666 -4.376 -14.28 -4.376 -14.28 2 12 0 90.47 12.70 7.123 0.8248 -4.280 -14.18 -4.280 -14.18 2 13 0 102.4 13.26 7.724 0.8766 -4.207 -14.08 -4.188 -14.08 2 14. 0 116.1 13.64. 8.515 0.9388 - 4.101. -13.98 -4.101 -13.98 2 15 0 130.8 14.20 9.210 0.9908 -4.033 -13.87 -4.017 -13.87 2 16 0 148.0 14.61 10.13 1.055 -3.935 -13.74 -3.935 -13.74 2 17 0. 165.5. 15.13 10.94 1.113 -3.871 =13.59 -3.855 -13.59 2 18 0 185.5 15.55 11.94 1.180 -3.789 -13.43 -3.776 -13.43 2 19 0 209.0 16.06 13.02 1.251 -3.711 -13.25 -3.699 -13.25 2 20 0 233.0 16.44 14.18 1.327 -3.635 - 13.05. -3.623 -13.05 2 21 0 261.1 16.84 15.51 1.405 -3.561 - 12.83 -3.549 -12.83 2 22 0 293.2 17.28 16.97 1.488 -3.488 -12.58 -3.476 -12.58 2 23 0 327.5 17.57 18.64 1.575 -3.418 -12.29 - 3.406. -12.29 2 24 0 365.3 17.85 20.47 1.668 -3.350 -11.98 -3.339 -11.98 2 25 0 405.3 18.16 22.33 1.756 -3.274 -11.68 -3.274 -11.63 2 26 0 450.8 18.16 24.82 1.866 -3.221 -11.24 -3.212 -11.24 2 27 0 495.9 18.32 27.07 1.959 -3.154 -10.87 -3.154 -10.81 2 28 0 545.4 18.08 30.16 2.076 -3.106 -10.34 -3.098 -10.34 2 29 0 591.7 18.02 32.85 2.171 -3.045 -9.903 -3.045 -9.829 2 30 0 635.8 17.58 36.16 2.275 -3.002 -9.339 -2.996 -9.339 2 31 0 671.8 17.25 38.94 2.355 -2.954 -8.885 -2.948 -8.885 2 32 0 698.9 16.96 41.20 2.417 -2.908 -8.522 - 2.903 -8.522 2 33 0 719.5 16.69 43.10 2.468 - 2.864 -8.223 -2.858 -8.223 2 34 0 736.1 16. 44 44.77 2.510 -2.820 - 7.961 -2.815 -7.961 2 35 0 750.1• 16.20 46.31 2.549 -2.777 -7.725 -2.771 -7.725 2 36 0 762.1 15.97 47.72 2.582 -2.734 -7.507 -2.729 -7.507 2 37 0 772.4 15.75 49.03 2.613 -2.691 -7.304 - 2.686 -7.304 2 38 0 781.5 15.54 50.30 2.642 -2.649 -7.113 - 2.644 -7.113 2 39 0 789.5 15.33 51.49 2.669 -2.607 -6.931 -2.601 -6:931 2 40 0 796.7 15.13 52.65 2.695 -2.564 -6.758 - 2.559 -6.758 2 41 0 803.0 14.94 53.76 2.716 -2.522 -6.592 -2.516 -6.592 2 42 0 808.5 14.75 54.82 2.736 -2.479 -6.433 -2.474 -6.433 2 43 0 813.4 .14.56 55.85 2.756 -2.437 -6.280 72.431 -6.280 2 44 0 817.8 14.39 56.84 2.774 -2.394 -6.132 -2.388 -6.132 2 45 0 821.4 14.21 57.80 2.792 -2.351 -5.988 -2.345 -5.988 2 46 0 211.1 3.610 58.46 2.814. -2.272 -5.953 -2.261 - 5.953 2 47 0 220.0 3.714 59.23 2.841 -2.170 -5.924 =2.170 -5.916 2 48 0 226.3 3.779 59.89 2.862 -2.098 -5.879 - 2.080. -5.879 2 49 0 235.9 3.885 60.73 2 .890 -1.989 -5.848 -1.989 -5:840 2 50 -0 242.6 3.950 61.42 2.910 -1.917 -5.801 -1.898 -5.801 d 2 51 0 252.7 4.058 62.27 2.937 -1.808 -5.769 -1.808 -5.761 . 2 52 0 259.5 4.122 62.96 2.957 -1.735 -5.719 -1.717 -5.719 2 53 0 269.7 4.227 63.81 2.984 -1.627 -5.685 - 1.627 -5.677 2 54 0 276.6 4.288 64.51 3.002 -1.554 -5.633 -1.536 -5.633 2 55 0 286.9 4.388 65.39 3.027 1.445 -5.598 -1.445 -5.589 .2 56 0 293.9 4.446 66.10. 3.045 -1 "373 -5.544 -1.355 -5.544 2 57 0 304.3 4.543 66.98 3:070 - 1.264 -5.507 - 1.-264 - 5.498 ' 2 58 0 311.4 4.599 67.70 3.087 -1.191 -5.451 -1.173 -5.451 2 59 0 322.3 4.699 68.60 3.112 -1.082 -5.413 -1.082 -5.403 + 3 0 0 329.6 4.754 69.34 3.128 -1.009 -5.355 - 0.9909 -5.355 3 1 0 340.6 4.849 70.24 3.152 - 0.9003 -5.315 - 0.9003 -5.305 ' 3 2 0 347.9 4.901 70.98 3.168 - 0.8283 -5.255 - 0.8103 -5.255 3 3 0 358.7 4.991 71.88 3.191 - 0.7212 -5.214 - 0.7212 -5.204 3 4 0 366.0. 5.041 72.60 3.205 - .0.6503 -5.152 - 0.6326 - 5.152' 3 5 0 376.7 5.127 73.49 3.226 - 0.5448 -5.110 - 0.5448 -5.100 3 6 0 383.9 5.173 74.21 3.239 - 0.4750 75.046 - 0.4576 -5.046 ' 3 7 0 394.8 5.257 75.10 3.259 - 0.3710' -5.003 - 0.3710 -4.992 3 8 0 402.1 5.303 75.83 3.271 - 0.3022 -4.938 - 0.2850 -4.938 3 9 0 411.5 5.368 76.65 3.288 - 0.2138 -4.883 - 0.1996 -4.883 3 3 10 11 0 0 420.5 429.5 5.429 5.488 77.46 78.26 •3.304 3.318 - 0.1289 - 4.4486E -02 -4.827 -4.771 - 0.1148 - 3.0454E -02 -4:827 -4.771 3 12 0 438.5 5.547 79.05 3.331 3.9489E -02 -4.714 5.3495E -02 -4.714 ' 3 13 0 447.5 5.606 79.83 3.344 0.1236 -4.656 . 0.1376 -4.656 3 14 0 456.6 5.664 80.62 3.357 0.2078 -4.598 0.2219' -4.598 3 15 0 465.7 5.721 81.41 3.369 0.2923 -4.539 0.3064 -4.539 3 16 0 474.9 5.777 82.21 3.381 0.3770 -4.480 0.3912 -4.480 3 17 0. 484.3 5.835 83.00 3.393 0.4619 -4.421 0.4760 -4.421 3 18 0 493.8 5.892 ' 83.80. 3.404 0.5469 -4.360 0.5611 -4.360 ' 3 3 19 20 0 0 503.2 512.7 5.948 6.004 84.60 85.39 3.416 3.426 0.6321 0.7.174 - 4•.300 -4.239 0.6463 0.7316 -4:300 - 4.239 3 2f 0 522.3 6.061 86.17 3.435 0.8030 -4.177 0.8173 -4.177 _i 3 22 0- 531.9 6.118 86.94 3.443 0.8888 -4.115 0.9032 -4.115 3 23 0 541.6 6.174- 87.72 3.451 0.9750 - 4.0.52 0.9894 -4.052 3 24 0 551.3 6.230 88.50 3.458 1.062 -3.989 1.076 -3.989 3 25 0 561.1 6.285 89.28 3.466 1.148 -3.925 1.163 -3.925 3 '26 0 571.0 6 "'340 90.07 3.473 1.235 -3.860 1.250 -3.860 3 27 0 581.1 6.395 90.87 3.481 1.323 -3.794 1.338 -3.794 3 28 0 591.2 6.453 91.63 3.483 1.411 -3.727 _ 1.426 -3.727 3 29 0 601.5 6.511 92.38 3..485 1.500 -3.658 1.515 -3.658 3 30 0 611.8 6.568 93.14 3.486 1.589 -3.588 1.604 -3.588 I 3 31 0 622.2 6.625 93.91 3.488 1.679 -3.518 1.694 -3.518 3 32 0 632.6 6.682 94.68 3.489 1.769 -3.445 1.784 -3.445 3 33 0 643.2 6.739 95.46 3.489 1.860 -3.372 1.875 -3.372 ' 3 34 0 653. 9 6.795 96.23 .3.489 1.951 -3.298 1.967 -3.298 f 3 35 0 664.7 6.857 96.94 3.473 2.043 '. -3.222 2.059 -3.222 3 36 0, 675.6 6.919 97.64 3.454 2.136 -3.145 2.152 -3.145 3 37 0 686.7 6.982 98.35 3.435 2.230 - 3.067 2.246 -3.067 3 38 0 698.0 7.046 99.06 3.414 2.324 -2.987 2.340 -2.987 3 39 0 709.3 7.110 99.7.6 3.391 2.420 -2.906 2.436 -2.906 i 3 40 0 720.8 7.174 100.5 3.367 2.516 -2.824 2.532 -2.824 3 41 0 732.4 7.234 101.2 3.364 2.613 -2.740 2.629 -2.740 3 42 0 744.1 7.294 102.0 3.370 2.711 -2.656 2.728 -2.656 3 43 •0 758.0 7.368 102.9 3.378 2.827 -2.582 2.827 -2.569 3 44 0 768.4 7.417 103.6 3.383 2.913 -2.482 2.928 -2.482 3 45 0 782.3 7.491. 104.4 3.389 3.029 -2.406 3.029 -2.393 3 46 0 792.8 7.540 105..2 3.394 3.116 -2.303 3.130 -2.303 3 47 0 806.7 7.612 106.0 3.400 3.230 -2.224 3.230 -2.211 3 48 0 817.0. 7.660 106.7 3.403 3.315 -2.118 3.329 -2.118 3 49 0 830.6 7.732 107.4 3.406 3.426 -2.037 3.426 -2.023 3 50 0 840.7 7.780 108.1 3.408 3.509 -1.927 3.523 -1.927 3 51 0 854.2 7.850. 108 "8 3.411 3.619 -1.844 3.619 -1.830 1 3 52 0 864.2 7.897 109.4 3.413 3.701 - 1.731 3.714 -1.731 } 3 53 0 877.4 7.967 110.1 3.414 3.809 -1.646 3.809 -1.831 -3 54 0 887.3 8.01.7 110.7 3.413 3.889 -1.530 3.903 - 1.530 3 55 0 900.4. 8.089 111.3 3.412 3.996 -1.442 3.996 -1.427 3 56 '0 910.2 8.141 111.8 3.412 4.075 -1.324 4.089 -1.324 3 57 0 923.3 8.214 1.12.4 3.411 4.'181 -1:233 4:181 -1.218 3 58 0 933.0 8.268 112.8 3.410 4.259 -1.112 4.273 -1.112 3 59 0 946.0 8.346 113.3 3.406 4.364 " -1.019 4.364 -1.004 4 0 0 955.6 8.406 113.7 3.403 4.442 - 0"8948 4.455 - 0.8948 4 1 0 968.5 8.487 114.1 3.398 4.545 - 0.8002 4.545 - 0.7844 d 4 2 0 978.1 8.551 114.4 3.395 4.622 - 0.6727 4.635 - 0.6727 4 3 0 990.8 8.635 114.7 3.391 4.725 - 0.5759 4.725 - 0.5596 4 4 0 1000. 8.708 114.9 3.385 4.801 - 0.4454 4.814 - 0.4454 4 5 0 1013. 8.801 115.1 3.376 4.903 - 0.3464 4.903 - 0.3298 4 6 0 1023. 8.882 115.1 3.370 4.979 - 0.2130 4.992 - 0.2130 4 7 0 1035. 8.982 115.3 3.361. 5.081 - 0.1118 5.081 - 9.4832E -02 4 8 0 1045. 9.073 115.2 3.354 5.158 2.4560E -02 5.170 2.4560E -02 4 9 0 1056. 9.179 115.1 3.345 5.249 0.1453 5.260 0.1453 4 1'0 0 1068. 9.289 114.9 3.330 5.339 0.2673 5.351 0.2673 4 11 0 1079. 9.365 115.2 3.316 5.430 0.3906 5.442 0.3906. 4 12 0 1091. 9.440 115.5 3.302 5.522 0.5152 5.533 0.5152 4 13 0 1102. 9.516 115.8 3.287 5.614 0.6412 5.625 0.6412' 4 14 0 1114: 9.592 116.1 3.272 5.706 0.7685 5.718 0.7685 4 15 0 1126. 9.679 116.3 3.232 5.7.99 0.'8971 5.811 0.8971 4 16. 0 1137. 9.766 116.5 3.189 5:893 1.027 5.905 1.027 4 17 0 1149. 9.853 116.6 3.147 5.987 1.158, 5.999 1.158 4 18 0 1161. 9.941 116.8 3'.104 6.082 1.291 6.093 1.291 4 19 0 1173. 10.03 117.0 3.061 6.177 1.425 6.188 1.425 4 20 0 1185. 10.11 117.2 3.050 6.272 1.561 6.284 1.561 4 21 0 1197: 10.19 117.5 3.050 6.367 1.698 .6.379 1.698 4 22 0 1209. 10.27 117.7 3.050 6.463 1.836 6.475 1.836 4 23 0 1222. 10.3 6 118.0 3.050 6.560 1:976 6.572 1.976 4 24 0 1234. 10.44 118.2 3.050 6.656 2.117 6.668 2.117 ,4 25 0 1246. 10.52 118.4 3.050 6.754 2.259 6.766 2.259 4 26 0 1259. 10.60 118.7 3.050 6.851 2.403 6.863 2.403 4 27 .0 1271. 10.69 118.9 3.050 6.949 2.548 6.962 2.548 4 28 0 1283. 10.78 119.1 3.050 7.048 2.695 7.060 2.695 4 29 0 1296. 10.86 119.3 3.050 7.146 2.843 7.158 2.843 4 30 0 1308. 10.95 119.5 3.050 7.245 2.9.93 7.257 2.993 4.31 0 1322. 11.05 119.7 3:050 7.355 3.127 7.355 3.144 4 32 0 1334. 11.13 119.8 3.050 7.442 3.297 7.453 3.297 4 33 0 1347. 11.23 119.9 3.050 7.552 3.433 7.552 3.451 4 34 0 1359. 11.32 120.0 3.050 7.639 3.606 7.650 3.606 4 35 0 1372. 11:43 120.1 3.050 7.748 3.745 7.748 3.763 4 36 0 1383. 11.51 120.2 3.050 7.836 3.921 7.847 3.921 4 37 0 1397. 11.63 120.2 3.050 7.945 4.081 7.945 4.081 4 38 0 1408. 11.72 120.2 m 3.050 8.033 4.242 8.044 4.242 4 39 0 1422. 11.83 120.2 3.050 8.143 4.386 8.143 4.404 4 40 0 1443. 12.02 120.1 3.050 8.233 4.569 8.244 4.569 4 41 0 1479. 12.32 120.0 3.050 8.345 4.718 8.345 4.737 4 42 0 1469. 12.26 119.9 3.050 8.436 4.906 8.448 4.906 4 43 .0 1458. 12.18 119'7 3.050 8..553 5.056 8.553 5.074 4 44 0 1447. 12.12 119.5 3.050 8.648 5.237 8.660 5.237 4 45 0 1441. 12.09 119.2 3.050 8.768 5.377 8.768 5.395 4 46 0 1434. 12.07 118.8 3.050 8.867 5.548 8.879 5.548 4 47 0 1431. 12.08 118.4 3.050 8.992 5.681 8.992 5.697 4 48 0 1429. 12.12 118.0 3.050 9.094 5.843 5.843 4 49 0 1431. 12.18 117.4 3.050 9.223 5.970 _9.107 9.223 5.986 4 50 0 1429. 12.19 117.2 3.050 9.327 6.125 9.341 6:125 4 51 0 1426. 12.16' 117.3 3.050 9.460 6.247 9.460 6.262 4'52 0 1422. 12.13 117.3 3.050 9.568 6.396 9.582 6.396 4 53 0 1421. 12.12 117.3 3.050 9.705 6.513 9.705 6.528 4-54 0. 1419. 12.10 117.3 3.050 9.816 6.657 9.830 6.657, . 4 55 0 1420: 12.10 117.3 3.050 9.957 6.770 9.9.57 6.784 4 56 0 1420. 12.11 117.3 3.050 10.07 6.908 10.09 6.908 4 57 0 1422. 12.12 117.3 3.050 10.22 7.018 10.22 7.031 4 58 0 1424. 12.14 117.3 3.050 10.33. 7.153 10.35 7:153 4 59 0 1427. 12.16 117.3 3.050' 10.47 7.272 10.48• 7.272 5 0 0 1430. 12.19 117.3 3.050' 10.60 7.391 10.62 7.391 5 1 0 1435. 12.23 117..3 3.050 10.74 7.508 10.75 7•:508 5. 2 0 1440. 12.27 117.3 3.050 10.88 7.623 10.89 7.623 5 3 0 1445. 12.32 117.3 3.050 11.02 7.738 11.03 7.738 5 4 0 1451. 12.37 117.4 3.050 11.16 7.852 11.18 7.852 5 5 0 1458. 12.43 117.4 3.050 11.31 7.964 11.32 7.964 5 6 0 1466. 12..49 117.4 3.050 11.45 8.076 11.47 8.076 ' 5 7 0 1473. 12.56- 117.4 3.050 11.60 8.187 11.61 8.187 5 8 0 1482. 12.63 117.4 3.050 11.75 8.297 11.76 8.297 5 9 0 1491. 12.70 117.4 3.050 11.90 8.407 11.91 8.407 5 10 0 1500. 12.78 117.4 3.050 12.05 8.516 12.07 8.516 5 11 0 1510. 12.87 ' 117.4 3.050' 12.21 8.624 12.22 8.624 5 12 0 '1521•. 12.95 117.4 3.050 .12.37 8.732 12.38 8.732 5 13 0 1532. 13.05 117.4 3.050 12.53 8.840 12.54 8. 840 5 14 0 1544. 13.15 117.4 3.050 12.69 8.947 12.71 8.947 5 15 0 1556. 13.25 117.4 3.050 12.86 9.054 12.87 9.054 5 16 0 1568. 13.35 117.5 3.050 13.03 9.161 13.04 9.161 5 17 0 1581. 13.46 117.5 3.050 13.20 9.267 13.21 9.267 5 18 0 1595. 13.58 117 -5 3.050 13.37 9.373 13.39 9.373 5 19 0 1609. 13.70 117.5 3.050 13.55 9.479 13.57 9.479 5 20 0 1624. 13.83 117.5 3.050 13.73 9.585 13.75 9.585 5 21 0 1639. 13.96 117.5 3.050 13.92 9.691 13.93 9.691 5 22 0 1655. 14.09 117.5 3.050 14.10 9.797 14.12 9.797 5 23 0 1672. 14.23 117.5 3.050 14.30 9.902 14.32 9.902 5 24 0 1689. 14.37 117.5 3.050 14.49 10.01 14.51 10:01 5 25 0 1708. 14.52 117.5 3.050 14.71 10.10 14.71 10.11 5 26 0 1725. 14.68 117.5 3.050 14.90 10.22 14.92 10.22 5 27 0 1744. 14.83 117.6. 3.050 15.13 10.32 15.13 10.33 5 28 0 1762. 14.99 117.6 3.050 15.32 10.44 15.34 10.44 5 29 0 1782. 15.15 117.6 3.050 15.55 10.54 15.55 10.55 5 30 0 1800. 15.31 117.6 3.050 15.75 10.66 15.77 10.66 5 31 0 1819. .15.47 117.6 3.050 15.99 10.77 15.99 10.78 5 32 0 1837. 15.62 117.6 3.050 16.19 10.89 16.21 10.89 5 33 0 1856. 15.77. 117.6 3.050 16.43 11.00 16.43 11.01 5 34 0 1873. 15.92 117.6 3.050 16.63 11.12 16.65 11.12 5 35 0 1891. 16.07 117.6 3.050 16.87 11.23 16.87 11.24 5 36 0 1904. 16.18 117.7 3.050 17.04 1.1.36 17.06 11.36 5'37 0 1915. 16.27 117.7 3.050 17.24 11.47 17.24 11.48 5 38 0 1923. 16.35 117.7 3.050 17.40 11.60 17.41 11.60 5 39 0 1932. 16.42 117.7 3.050 17.58 11.71 17.58 11.72 5 40 0 1940. 16.48 117.7 3.050 17.74 11.84 17.75 11.84 5 41 0 1948. 16.54 117.7 3.050 17.91 11.95 17.91 11.96 5 42 0 1953. 16.60 117.7 3.050 18.06 12.09 -18.08 12.09 5 43 0 1960. 16.65 117.7 3.050 18.23 '12.20 18.23 12.21 5 44'.0 1965. 16.69 117.7 3.050 18.37 12.33 18.39 12.33 5 45 0 1971. 16.74 117.7 3.050 18.54 12.44 18.54 12.45 5 46 0 1975. 16.77 117.7 3.050 18.67 12.57 18.68 1.2.57 5 47 0 1978. 16.80 117.7 3.050 18.82 12.69 18.83 12.69 5 48 0 1982. 16.83 117.8 3.050. 18.95. 12.81 18.97 12.81 5 49 0 1984. 16.85 117.8 3.050 19.09 12.93 19.10 12.93 5 50 0 1987. 16.87 117.8 3.050 19.22 13.05 19.23 13.05 5 51 0 1988. 16.88 117.8 3.050 19.35 13.17 19.36. 13.17 5 52 0 1989. 16.89 117.8 3.050 19.47 13.29 19.48 13.29 5 53 0 1988. 16.38 117.8 3.050 19.59 13.41 19.60 13.41 5 54 0 1987. 16.87 117.8 3.050 19.70 13.53 19.71 13.53 5 55 0 1986. 16.86 117.8 3.050 19.80 13.65 19.8.1 13.65 5 56 0 1983. 16.84 117.8 3.050 19.91 13.76 19.92 _ 13.76 5 57 0 1980. 16.81 117.8 3.050 20.01 13.88 20.01 13.88 5 58 0 1976.• 16.78 117.8 3.650 20.10 14.00 20.11 14.00 5 59 0 1972. 16.74- 117.8 3.050 20:19 14.12 20.19 14.12 6 0 6 1966. 16.69 117.8 3.050 20.27 14.24 20.28 14.24 6 1 0 1960. 16.64 117.8 3.050 20.35 14.36 20.35 14.36 6 2 0 1953. 16.58 117.8 3.050 20.42 14.47 20.43 14.47' 6 3 0 1946. 16.51 117.9 3.050 20.49 14.59 20.50 14.59 6 4 0 1938. 16.44 117.9 3.050 20.56 14.71 20.56 14.71 6 5 0 1929. 16.37 117.9 3.050 20.62 14.82 20.63 14.82 6 6 0 1920. 16.29 117.9 3.050 20.68. 14.94 20.68 14.94 6 .7 0 1910. 16.21 117.9 3.050 20.74 15.05 20.74 15.05 6 8 0 1900. 16.12 117.9 3.050 20.79 15.17 20.79 15.17 6 9 0 1890. 16.03 117.9 3.050 20.84 15.28 20.84 15.•28 6 10 0 1879. 15.94 117.9 3.050 20.89 15.39 20.89 15..39 6 11 0 1867. 15.84 117.9 3.050 20.93 15.50 20.93 15.50 6 12 0 1856. 15.74 117.9 3.050 20.97 15.62 20.98 15.62 6 13 0 1844.. 15.64 117.9 3.050 21.01 15.73 ' 21.02 15.73 6 14 0 1831. 15.53 117.9 .3 .050 21.05 15.84 21.06 15.84 6 15 0 1819. 15.43 117.9 3.050 21.09 15.95 21.09 15.95 6 16' 0 1806. 15.32 117.9 3.050 21.12 16.05 21.13 16.05 6 17 0 1793. 15.21 117.9 3.050. 21.16 16.16 21.16 16.16 6 18 0 1780. 15.09 117.9 3.050 21,19 16.27 21.19 16.27 6 19 0 1766. 14.98 117.9 3.050 21.22 16.38 21.22 16.38 6 20 0 1753. 14.86 117.9 3:050 21.25 16.48 21.25 16.48 6 21' 0 .1739. 14.75 117.9 3.050 21.28 16.59 21.28 16.59 6 22 0 1725. 14.63 117.9 3.050 21.31 16'.69 21.31 16.69 6 23 0 1711. 14.51 117.9 3.050 21.33 16.79 21.34 16.79 6 24 0 1697. 14.39 117.9. 3.050 21.36 16.88 21.36 16.89• 6 25 0 1682. 14.27 118.0 3.050 21.39 17.00 21.39 17.00 6 26 0 1668. 14.14 118.0 3.050 21.41 17.09 21.41 17.10 6 27 0 1653. 14.02 118.0 3.050 21.43 17.19 21.43 17.19 6 28 0 1639. 13.89 118.0 3.050 21.46 17.28 21.46 17.29 6 29 0 1624. 13.77 118.0 3.050 21.48 17.39 21.48 17.39 6 30 0 1609. 13.64 118.0 3.050 21.50 17.48 21.50 17.49 6 31 0 1594. 13.52 118.0 3.050 21.52 17.58 21.52 1.7.58 6 32 0 1579. 13.39 118.0 3.050 21.54 17.67 21.54 17.68 6 33 0 1564. 13.26 118.0 3.050 21.56 17.77 21.56 17.77 6 34 0 1549. 13.13 118.0 3.050 21.58 17.86 21:58 17.87 6 35 0 1534. 13.00 118.0 3.050 21.60 17.96 21.60 17.96 6 36 0 1519. 12.87 118.0 3.050 21.62 18.04 21.62 18.05 6 37 0 1503. 12.74 118.0 3.050 21.64 18.14 21.64 18.14 6 38 0 1488. 12.61 118.0 3.050 21.65 18.22 21.65 18.23 6 39 0 1472. 12.48 118.0 3.050 21.67 18.32 21.67 18.32 6 40 0 1457. 12.35 118.0 3.050 21.69 18.40 21.69 18.41 6 41 0 1441. 12.22 118.0 3.050 21.70 18.49 21.71 18.49 6 42 0 1426. 12.09 118.0 1.050 21.72 18.57 21.72 18.58 6 43 0 1410. 11.95 118.0 3.050 21.74 18.66 21.74 18.66 6 44 0 1395. 11.82 118.0 3.050 21.75 18.74 21.75 18.75 6 45 0 .1379. 11.69 118.0 3.050 21.77 18.83 21.77 18.83 6 46 0 1364., 11.55 118.0 3.050 21.78 18.91 21.78 18.91 6 47 0 1348. 11.42 118.0 3.050 21.80 18.99 21.80 18.99• 6 48 0 1332. 11.29 118.0 3.050 21.81 19.07 21.81 19.07 6 49 0 1316. 11.15 116.0 3.050 21.82 19.15 21.83 19.15 6 50 0 1300. 11.02 118.0 3.050 21.84 19.22 21.84 19.23 6 51 0 1284. 10.88 118.0 3.050 21.85 19.31 21.85 19.31 6 52 0 1269. 10.75 118.0 3.050 21.87 19.38 21.87 19.39 6 53 0 1253. 10.61 118.0 3.050 21:88 19.46 21.88 19.46 6 54 0 1237. 10.48 118.0 3.050 21.89 19.53 21.89 19.54 6 55 0 1221. 10.35 118.0 3.050 21.90 19.61 21.90 19.61 6 56 0 1205. 10.21 118.0 3.050 21.92 19.68 21.92 19.68 6 57 0 1189. 10.08 118.0 3.050 21.93 19.75 21.93 19.75 6 58 0 1173. 9.940 118.0 3.050 21.94 19.82 21.94 19.82 6 59 0 1157. 9.805 118.1 3.050 21.95 19.89 21.95 19.89 7 0 0 1142. 9.670 118.1 3.050 21.97 19.96 .21.97 19.96 7 1 0 1125. 9.535 118.1 3.050 21.98 20.03 21.98 20.03 7 2 0 1110. 9.399 118.1 3.050 21.99 20.09 21.99 20.10 7 3 0 1093. 9.261 118.1 3.050 22.00 20.16. 22.00 20.16 7 4 0 1078. 9.129 118.1 3.050 22.01 20.22 22.01 20.23 7 5 0 1062. 8.991 118.1 3.050 22.02 20.29 22.02. 20.29 7 6 0 1046. 8.859 118.1 3.050 22.63 20.35 22.03 20.36 7 7 0 1030. 8.724 118.1 3.050 22.04 20.41 22.04 20.42 _7 8 0 1014. 8.589 116.1 3.050 22.05 20.47 22.05 20.48 7 9 0 998.3 8.455 118.1 3.050 22.07 20.53 ,22.07 20.54 7 10 0 982.5 8.321 118.1 3.050 22.08 20.59 22.08 20.60 7 11 0 966.9 8.186 118.1 3.050 -22.09 20.65 22.09 20.66 7 12 0 951.3 8.057 118.1 3.050 22.10 20.71 22.10 20.71 7 13 0 935.9 7.926 118.1 3.050 22.11 20.76 22.11 20.77 7 14 0 -920.6 7.796 118.1 3.050 22.12 20.82 22.12 20.82 7 15 0 905.3 7.667 118.1 3.050 22.13 20.87 22.13 20.87 7 16 0 890.2 7.539 118.1 3.050 22.14 20.92 22'.14 20.93 7 17 0 875.2 7.412 118.1 3.050 22.15 20.97 22.15 20.98 7 18 0 860.4 7.286. 116.1 3.050 22.16 21.02 22.16 21.03 7 19 0 846.2 7:165 118.1 3.050 22.17 21.07 22.17 21.07 7 20 0 832.7 7.052 118.1 3.050 22.18 -21.11 22.18 21.12 7 21 0 820.0 6.944 118.1 3.050 22.19 21.15 22.19 21.16 7 22 0 808.0 6.842 118.1 3..050 22.19 21.19 22.19 21.20 7 23 .0 796.5 6.745 118.1 3.050 22.20 21.23 22.20 21.23 7 24 0 785.6 6.653 118.1 3.050 22.21 21.27 22.21 21.27 7 25 0 775.1 6.563 118.1 3.050 22.22 21.30 22.22 21.30 7 26 0 765.1 6.479 118.1 3.050 22.23 21.33 22.23 21.34 7 27 0 755.4 6.396 118.1 3.050 22.24 21.37 22.24 21.37 7 28 0 745.9 6.316 118.1 3..050 22.25 21.40 22.25 21.40 7 29 0 736.8 6.239 118.1 3.050 22.26 21.43 22.26 21.43 7 30 0 728.0 6.165 118.1 3.050 22.27 21.45 22.27 21.46 7 31 0 719.5 6.092 118.1 3.050 22.28 21.48 22.28 21.48 7 32 0 711.2 6.022 118.1 3.050 22.28 21.51 22.28 21.51 7 33 0 703.1 5.953 118.1 3.050 22.29 21.53 22.29 21.54 7 34 0 695.2 5:887 118.1 3.050 22.30 21.56 22.30 21.56 s 7 35 0 687.6 5.822 118.1 3.050 22.31 21.58 22.31 21.59 7 36 0 680.1 5.759 118.1 3.050 22.32 21.61 22.32 21.61 7 37 0 672,8 5.697 118.1 3.050 22.33 21.63 22.33 21.63 7 38 0 665.7 5.636 118.1 3.050 22.33 21.65 22.33 21.66 7 39 0 658.7 5.577 118.1 3.050 22.34 21.68 22.34 21.68 7 40 0, 651.9 5.519 118.1 3.050 22.35 21.70 22.35 21.70 7 41 0 645.2 5.462 118.1 3.050 22.36 21.72' 22.36 21.72 7 42 0 638.6 5.407 118.1 3.050 22.37 21.74 22.37 21.74 7 43 0 632.2 5.352 118.1 3.050 22.37 21.76 22.37 21.76 7 44 0 625.8 5.299 118.1 3,.050 22.38 21.78 22.38 21.78 7 45 0 619.6 5.246 118.1 3.050 22.39 21.80 22.39 21.80 7 46 0 613.5 5.194 118.1 3.050 22.39 21.82 22.39 21.82 7,47 0' 607.5 5.143 118.1 3.050 22.40 21.84 22.40 21.84 7 48 0 601.6 5.093 118.1 3.050 22.41 21.85 22.41 21.86 7 49. 0 595.8 5.044 118.1 3.050 22.42 21.87 22.42 21.87 7 50 0 590.1 4.996 118.1 3.050 22.42 21.89 22.42 21.89 . 7 51 0 584.4 4.948 118.1 3.050 22.43 21.91 22.43 21.91 7 52 0 578.9 4.901 118.1 3.050 22.44 21.92 22.44 21.92 7 53 0 573:4 4.855 118.1 3.050 22.44 21.94 22.44 21.94 7 54 0 568.1 4.809 118.1 3.050 22.45 21.96 22.45 21.96 7 55 0 562.8 4.765 118.1 3.050 22.46 21.97 22.46 21.97 7 56 0 557.6 4.721 118.1 3.050 22.46 21.99 22.46 21.99 7 57 0 552.5 4.677 118.1 3.050 22.47 22.00 22.47 22.00 7 58 0 547.4 4.634 118.1 3.050 22.48 22.02 22.48 22.02 7 59 0 542.4 4.592 118.1 3.050 22.48 22.03 22.48 22.03 8. 0 0 537.5 4.550 118.1 3.050 22.49 22.05 22.49 22.05 8 1 0 532.6 4.509 118.1 3.050 22.50 22.06 22.50 22.06 8 2 0 527.8 4.468 118.1 3.050 22.50 22.08 22.50 22.08 8 3 0 523.0 4.428 118.1 3.050 22.51 22.09 22.51 22.09 8 4 0 518.3 4.388 118.1 3.050 22.52 22.10 22.52 22.11 8 5 0 513.7 4.348 118.1 3.050 22.52 22.12 22.52 22.12 8 6, 0 509.0 4.309 118.1 3.050 22.53 22.13 22.53 22.13 8 7 0 504.5 4.271 118.1 3.050' 22.53 22.14 22.53 22.15 8 8 0 500.0 4.232 118.1 3.050 22.54 22.16 22.54 22.16 8 9 0 495.5 4.195 118.1 3.050 22.55 22.17 22.55 22.17 8 10 0 491.1 4.157 118.1 3.050 22.55 22.18. 22.55 22.18 B 11 0 486.6 4.120 118.1 3.050 22.56 22.20 22.56 22.20 8 12 0 482.4 4.084 118.1 3.050 22.56 22.21 22.56 22.21 8 13 0 478.'0 4.047 118.1 3.050 22.57 22.22 22.57 22.22 8 14 0 473:9 4.011 118.1 3.050 22.58 22.23 22.58 22.23 8 15 0 469.6 3.976 118.1 3.050 22.58 22.25 22.58 22.25 8 16 0 465.5 3.940 118.1 3:050 22.59 22.26 22.59 .22.26 8 17 0 461.3 3.905 118.1 3.050 22.59 22.27 22.59 22.27 8 18 0 457.3 .3.871 118:1 3.050 22.60 22.28 22.60 22.28 8 19 0 453.1 3.836 118.1 3.050 22.60 22.29 22.60 22.29 8 20 0 449.2 3.802 118.1 3.050 22.61 22.30 22.61 22.30 8 21 0 445.1 3.768 118.1 3.050 22.61 22.31 22.61 22.31 8 22 0 441.2 3.734 118.1 3.050 22.62 22.32 22.62 22.32 8 23 0 437.2 3.701 118.1 3.050 22.63 22.33 22.63 22.33 8 24 0 433.3 3.668 118.1 3.050 22.63 22.34 22.63 22.35 8 25 .0 429.4 3.635 118.1 3.•050 22.64 22.36 22.64 22.36 8 26 0 425.6 3.602 118.1 3.050 22.64 22.36 22.64 22.37 8 27 0 421.7 3.570 118.1 3.050 22.65 22.38 22.65 22.38 8 28 0 418.0 3.536 118.1 3.050 22.65 22.38 22.65 22.39 8 29 0 414.2 3.507 118.1 3.050 22.66 22.40 22.66 22.40 8 30 0 410.6 3.476 118.1 3.050 22.66 22.40 22.66 22.41 8 31 0 406.9 3.445 118.1 3.050 22.67 22.42 22,.67 22.42 8 32 0 403.4 3.415 118.1 3.050 22.67 22.42 22.67 22.42 8 33 0 399.8 3.385 118.1 3.050 22.68 22.43 22.68 22.43 8 34 0 396.4 3.356 118.1 3.050 22.68 22.44 22.68 22.44 8 35 0 392.9 3.326 118.1 3.050 22.69 22.45 22.69 22.45 8 36 0 389.6 3.298 118.1 3.050 22.69 22.46 22.69 22.46 8 37 0 386.2 3.270 118.1 3.050 22.70 22.47 22.70 22.47 8 38 0 383.0 3.242 118.1 3.050 22.70 22:48 22.70 22.48 8 39 0 379.7 3.214 118.1 3.050 22.71 22.49 22.71 22.49 6 40 0 376.5 3.187 118.1 3.050 22.71 22.50 22.71 22.50 8 41 0 .3.73.3 3.160 118.1. 3.050 22.72 22.51 22.72 22.51 8 42 0 370..2 3.133 118.1 3.050 22.72 22.51 22.72 22.51 8 43 0 367.0 3.107 118.1 3.050 22.73 22.52 22.73 22.52 8 44 0 364.0 3.081 118.1 3.050' 22'.73 22.53 .22..73 22.53 8 45 0 360.9 3.056 118.1 3.050• 22:.74 22.54 22.74 22.54 8:46 0 358.0 3 .'030 118.1 3.050 22.74 22.55 22.74 22.55 8 47 0 355.0 3.005 118.1 3.050' 22..75 22.56 22.75 22.56 8 48 0 352.1 2.980 118.2 3.050 22.75 22.56 22.75 22.56 8 49 0 349.2 2.956 118.2 3 ;050 22.76 22.57 22.76 22.57 8 50 0 346.3 2.931 118.2 3.050 22.76 22.58 22.76 22.58 8 51 0 343.5 2.907 118.2 3.050 '22.77 22.59 22.77 22.59 8 52 0 340.7 2.884 118.2 3.050 22.77 22.59 22.77 22.59 8 53 0 337.8 2.860 118.2 3.050 22.77 22.60 22.78 22.60 8 54 0 335.1 2.837 118.2 3.050 22.78 22.61 22.78 22.61 8 55 0 332.3 2.813 .118.2 3.050 22.78 22.62 22.78 22.62 8 56 .0 329.7 2.790 118.2 3.050 22.79 22.62 22:79 22..62 8 57 0 326.9 2.767 118.2 3.050 22.79 22.63 22.79 22.63 8 58 0 324.3 2.745 118.2 3.050 22.80 22.64 22.80 22.64 8 59 0 321:6 2.722 1.18.2 3.050 22.80 22.65 22.80 22.65 9 0 0 319.0 2.700 118.2 3.050 22..81 22.65 22.81 22.65 9 1 0 316.4 2.678 118.2 3.050 22.81 22.66 22.81. 22.66 9 2 0 313.8 2.656 118.2 3.050 22.82 22.67 22.82 22.67 9 3 0 311.2 2.634 118.2 3.050 22.82 22.67 22.82 22.67 9 4 0 308.7 2.613 118.2 3.050 22.82 22.68 22.82 22.68 9 5 0 306.1 2.592 118.2 3.050 22.83 22.69 22.83 22.69 9 6 0 303.7 2.570 118.2 3.050 22.83 22.69 '22.83 22.69 9 7 0 301.1 2.549 118.2 3'.050 22.84 22.70' 22.84 22.70 9 B. 0 298.7 2.528 118.2 3.050 22.84 22.71 22.84 22.71 9 9 0 296.2 2.508 118.2 3.050 22.85 22.71 22.85 22.71 9 10 0 293.9 2..487 118.2 3.050 22.85 22.72 22.85 22.72 . 9 11 0 291.4, 2.467 118.2 3.050 22.85 22.73 22.85 22.73 9 12 0 289.1 2.446 118.2 3.050 22.86 22.73 22.86., 22.73 9 13 0 286.7 2.427 118.2• 3.050 22.86 22.74 22.86 22.74 9 14 0 284.4 2.407 118.2 3.050 22.87 22.74 22.87 22.74 9 15 0 282.0 2.387 118.2 3.050 22.87 22.75 22.87 22.75 9 16 0 279..8 2.368 118.2 3.050 22.87 22.75 22.87 22.76 9 17 0 277.5 2.349 118..2 3.050 22.88 22.76 22.88 22.76 9 18 0 275.3 2.330 118.2 3.050 22:88 22.77 22.88 22.77 9 19 0 273.1 .2.312 118.2 3.050 22.89 22.77 22.89 22.77 9 20, 0 271.0 2.293 118.2 3.050 22.89 22.78 22.8.9 22.78 9 21 0 268.8 2.275 118.2 3.050 22.89 22.78 22.89 22.78 9 22 0. 266.7 2.257 118.2 3.050 22.90 22.79 22.90 22.79 9 23 0 264.6 2.240 118.2 3.050 22.90 22.80 22.90 22.80 9 24 0 262.6 2.222 118.2 3.050 22.91 22.80 22.91 22.80 9 25 0 260.5 2.205 118.2 3.050 22.91 22.81 22.91 22.81 9 26 0 258.5 2.187 118.2 3.050 22.91 22.81 22.91 22.81 9 27 0 256.4 2.170 118:2 3.050 22.92 22.82 22.92 22.82 9 28 0 254.4 2.153 118.2 3.050 22.92 22.82 22.92 22.82 9 29 0 252.4 2.137 118.2 3.050 22.92 22.83 22.92 22.83 9 30 0 250.5 2.120 118.2 3.050 22.93 22.83 22.93 22.83 9 31 0 248.5 2.103 118.2 3.050 22.93 22.84 22.93 22.84 9 32 0 246.6 2.087 118.2 3..050 22.94 22.84 22.94 22.84 9 33 0 244.6 2.071 118.2 3.050 22.94 22.85 22.94 22.85 9 34 0 242.8 2.054 118.2 3.050 22.94 22.85 22.94 22.85 9 35 0 240.8 2.038 118.2 3.050 22.95 22.86 22.95 22.86 9 36 0 239.0 2.023 _ 118.2 3.050 22.95 22.86 22.95 22.86 9 37 0 237.1 2.007. 118.2 3.050 22.95 22.87 22.95 22.87 9 38 0 235.3 1.992 118.2 3.050 22.96 22.87. 22.96 22.87 9 39 0 233.5 1.976 118.2 3.050 22.96 22.88 .22.96 22.88 9 40 0 231.8 1.961 118.2 _ 3.050 22.96 22.88 22.96 22.88 9 41 0 230.0 1.946 118.2 3.050 22.97 22.89 22.97 22.89 9 42 0 228.2 1.932 118.2 3.050 22.97 22.89 22.97 22.89 9 43 0 226.5 1.917 118.2 3.050 22.97 22.90 22.97 22.90 9 44 .0 224.8 1.902 118.2 3.050 22.98 22.90 22.98 22.90 9 45 0 223.1 1.888 118.2 3.050 22.98 22.91 22.98 22.91 9 46 0 221.4 1.874 118.2 3.050 22.98 22.91 22.98 22.91 9 47 0 219.7 1.860 118.2 3.050' 22.99 22.91 22.99 22.91 9 48 0 218.1 1.845 118.2 3.050 22.99 22.92 22.99 22.92 9 49 0 216.4 1.831 118.2 3.050 22.99 22.92 22.99 22.92 9 50 0 214.8 1.818 118.2 3.050 23.00 22.93 23.00 22.93 9 51. 0' 213.1 1.804 118.2 3.050 23.00 22.93 23.00 22.93 9 52 0 211.5 1.790 118.2 3.050 23.00 22.94 23.00 22.94 9 53 0 209.9 1.777 118.2 3.050 23.01 22.94 23.01 22.94 9 54 0 208.3 1.763• 118.2 3.050 23.01 22.94 23.01 22.94 9 55 0 206.7 1.750 118.2 3.050 23.01 22.95 23.01 22.195 9 56 0 205.2 1.737 118.2 3.050 23.02 22.95 23.02 '22.95 9 57 0 203.7 1.724 118.2 3.050 23.02 22.96 23.02 22.96 9 58 0 202.2 1.711 118.2 3.050 23.02 22.96 23.02 22.96 9 59 0 200.7 1.699 118.2 3.050 23.03 22.96 23.03 22.96 10 0 0 199.3 1.686 118.2 3.050 23.03 22.97 23.03- 22.97 10 1 0 197.8 1.674 118:2 3.050 23.03 22.97 23.03 22.97 10 2 0 196.4 1.662 118.2 3.050 23.03 22.98 23.03 22:98 10 3 0 194.9 1.650 118.2 3.050 23.04 22.98 23.04 22.98 10 4 0 193.5 1.638 118.2 3.050 23.04 22.98 23.04 22.98 10' 5 0 192.1 1.626 118.2 3.050 23.04 22.99 23.04 22.99 10 '6 0 190.8 1.614 118.2 3.050 23.05 22:99 23.05 22.99 10 7 0 189.3 1.603 118.2, 3.050 23.05 23.00 23.05 23.00 10 8 0 188.0 1.591 118.2 3.050 23.05 23.00 23.05 23.00 10 9 0 186.6 1.580 118.2 3.050 23.06 23.00 23.06 23.00 10 10 0 185.3 1.568 118.2 3.050 23.06 23.01 23.06 23.01• 10 11- 0 183.9 1.557 118.2 3.050 23.06 23.01 23.06. 23.01 10 12 0 182.6 1.545 118.2 3.050 23.06 23.01 23.06 23.01 10 13 0 181.2 1.534 118.2 3.050 23.07 23.02 23.07 23.02 10 14 0 179.9 1.522 118.2 3.050 23.07 23.02 23.07 23.02 10 15 0 178.5 1.511 118.2 3.050 23.07 23.02 23.07 23.02 10 16 0 177.2 1.500 118.2 3.050 23.08 23.03 23.08 23.03 10 17 0 175.9 1.488 118.2 3.050 23.08 23.03 23.08 23.03 10 18 0 174.5 ` 1.477 118.2 3.050 23.08 23.03 •23.08 23.04 10 19 0 173.2 1.466 118.2 3.050 23.08 23.04• 23.08 23.04 10 20 0 171.9 1.454 118.2 3.050 23.09 23.04 23.09 23.04 10 21 0 170.5 1.443 118.2 3.050 23.09 23.05 23.09 23.05 10 22 0 169.2 1.432 118.2 3.050 23.09 23.05 23.09 23.05 10 23 0 167.8 1.420 118.2 3.050 23.09 23.05 23.09 23.05 10 24 0 166 %5 1.409 118.2 3.050 23.10 23.05 23.10 23.06 10 25 0 165.1 1.397 -118.2 3.050 23.10 23.06 23.10 23.06 10 26 0 163'.8 .1.386 118.2 3.050 23.10 23.06 23.10 23.06 10 27 .0 162.4. 1.374 118.2 3.050 23.10 23.06 23.10 23.06 10 28 0 161.0 1.363 118.2 3.050 23.11 23.07 23.11 23.07 10 29 0 159.6 1.351 118.2 3.050 23.11 23.07 23.11 23.07 10 30 0 158.3 1.339 .118.2 3.050 23.11 23.07 23.11 23.07 10 31 0 156.9 1.328 118.2 3.050 23.11 23.08 23.11 23.08 10 32 0 155.5 1.316 118.2 3.050 23.12 23.08 23.12 23.08 10 33 0 154.1 1.304 118.2 3.050 23.12 23.08 23.12 23.08 10 34 0 152.7 1.292 118.2 3.050 23.12 23.09 23.12 23.09 10 35 0 151.3 1.280 118.2 3.050 23.12 23.09 23.12 23.09 10 36 0 149.9 1.268 118.2 3.050 23.13 23.09 23.13 23.09 10 37 0 14'8.5 1.257 118.2 3.050 23.13 23.10 23.13 23.10 10 38 0 147'.1 1.245 118.2 3.050 23.13 23.10 23.13 23.10 10 39 0 145.7 1.233 118.2 3.050 23.13 23.10' 23.13 23.10 10 40 0 144.3 1.221 118.2 3.050 23:13 23.10 23.13 23.10 10 41 0 142.9 1.209 118.2 3.050 23.14 23.11 23.14 23.11 10 42 0 141.5 1.198 118.2 3.050 23.14 23.11 23.14 - 23.11 10 43' 0 140.1 1.186 118.2 3.050 23.14 23.11 23.14 23.11 10 44' 0 138.8 1 :174 118.2 3.050 23.14 23.12 23.14 23.12 10 45 0 137.4 1.163 118.2 3.050 23.15 23.12 23.15 23.12 10 46 0 136.0 1.151 118.2 3.050 23.15 23.12 23.15 23:12 10 47 0 134.6 1.139 118.2. 3.050 23.15 23.12 23.15 23.12 10 48 0 133.2 1.127 118.2 3.050 23.15 23.13 23.15 23.13 10 49 0. 131.8 1.115 118.2 3.050 23.15 23.13 23.15 23.13 10 50 0 130.3 1.103 118.2 3.050 23.16 23•.13 23.16 23.13 10.51 0 128.9 1.091 118.2 3.050 23.16 23.13 23.16 23.13 10 52 0 127.4 1.078 118.2 3.050 23.16 23.14 23.16 23.14 10 53 0 125.8 1.065 .118.2 3.050 23.16 23.14 23.16 23.14 10 54 0 124.3 1.052 118.2 3.050 23.16 23.14 23.16 23.14 10 55 0 122.7 1.038 118.2 3.050 23.17 23.14 23.17 23.14 10 56 0 121.1 1.025 118.2 3.050• 23.17 23.15 23.17 .23 .15 10 57 0 119.5 1.011 118.2 3.050 23.17 23.15 23.17 23.15 10 58 0 117.9 0.9978 118.2 3.050 23.17 23.15 23.17 23.15 10 59 0 116.3 0.9838 118.2 3.050 23.17 23.15 23.17 23.15 11 0 0 114.6 0.9700 118.2 3.050 23.17 23.16 23.17 23.16 11 1 0 112.9 0.9558 118.2 3.050. 23.18 23.16 23.18 23.16 11 ..2 0 111.3 0.9417 118.2 3.050 23.18 23.16 23.18 23.16 11 3 .0 109.6 0.9271 118.2 3.050 23.18 23.16 23.18 23.16 •11 4 '0 107.9 0.9126 118.2_ 3.050 23.18 23.16 23.18 .23.16 11 5 0 106:1 0.8977 118.2 3.050 23.18 23.17 23.18 23.17 11 6 0 104.3 0.8828 118.2 3:050 23.18 23.17 23.18 23.17. 11 7 0 102.5 0.8673 118.2 3.050 23.18 23.17 23.18 23.17 11 8 0 100.6 0.8514 118.2 3.050 23.19 23.17 23.19 23.17 11 9 '0 98.62 0.8346 118 -2 3.050 23.19 23.17 23.19 23.17 11 10. 0 96.58 0.8172 118.2 3.050 23.19 23.18 23.19 23.18 11 11 0 94.41 0.7989 118.2 3.050 23.19 23.18 23.19 23.18 11 12 0 92.22 0..7804 118.2 3.050 23.19 23.18 23.19 23.18 11 13 0 89.98 0.7615 113.2 3.050 23.19 23.18 23.19 23.18 11 14 0 87.78 0.7428 118.2 3.050 .23.19 23.18 23.19 23.18 11 15 0 85.57 0.7241 118.2 3.050 23.19 23.19 23.19 23:19 11 16 0 83.43 0.7060 -118.2 3.050 23.20 23.19 23.20 23.19 11 17 0 81.32 0.6881 118.2 3.050 23.20 23.19 23.20 23.19 11 18 0 79.32 0.6712 118.2 3.050 23.20 23.19 23.20 23.19 11 19 0 77.37' 0.6548 118.2 3.050 23.20 23.19 23.20 23.19 11 20 0 75.56 0.6394 118.2- 3.050 23.20 23.19 23.20 23.19 11 21 0 73.82 0.6247 118.2 3.050 23.20 23.19 23.20 23.19 11 22 0 72.22 0.6111 118.2 3.050 23.20 23.20 23.20 23.20 11 23 0 70.70 0.5983 118.2 3.050 23.20 23.20 23.20 23.20 11 24. 0 69.33 0.5866 118.2 3.050 21.20 23.20 23.20 23.20 11 25 0 68.04 0.5758 118.2 3.050 23.21 23.20 23.21 23.20 11 26 0 66.89 0.5660 118.2 3.050 23.21 23.20 23.21 23.20 11 27 0 65.81 0.5569 118.2 3.050 23.21 23.20 23.21 23.20 11 28 0 64:86 0.5488 118.2 3.050 23.21 23.20 23.21 23..20 11 29 0 63.98 0.5414 118.2 3.050 23.21 23.21 23.21 23.21 11 30 0 63.22 0.5350 118.2 3.050 23.21 23.21 23.21 23.21 11 31 0 62.53 0.5292 118.2 3.050 23.21 23.21 23.21 23.21 11 32 0 61'.92 0..5240 118.2 3.050 23.21 23.21 23.21 23.21 11 33 0 61.34 0.5192 118.2 3.050 23.22 23.21 23.22 23.21 11 34 0 60.83 0.5147 118.2 3.050 .. 23.22 23.21 23.22 23.21 11 35 0 60.33 0.5106 118.2 3.050 23.22 23.21 23.22 23.21 11 36 0 59.89 0.5067 118.2 3.050 23.22 23.21 23.22 23.21 11 37 0 59.44 0.5031 118.2 3.050. 23.22 23.21 23.22 23.21 11 38 0 59.03 0.4995 118.2 3.050 23.22 23.22 23.22 23.22 11 39 0 58.62 0.4961 118.2 3.050 23.22 23.22 23.22 23.22 11 40 0 58.23 0.4927 118.2 3.050 23.22 23.22 23.22 23.22 11 41 0 57.82 0.4893 118.2 3.050 23.22 23.22 23.22 23.22 11 42 0 57.43 0.4859 118.2 3.050 23:23 23.22 23.23 23.22 11 43 0 57.01 0.4824 118.2 3.050 23.23 23.22 23.23 23.22 11 44 0 56.60 0.4789 118.2' 3.050 23.23 23.22 23.23 23.22 11 45 0 56.16 0.4753 118.2 3.050 23.23• 23.22 23.23 23.22 11 46 0 55.73 0.4715 118.2 3.050 23.23 23.22 23.23 23.23 11'47 0 55.26 0.4677 118.2 3.050 23.23 23.23 23.23 23.23 11 48 0 54.80 0.4637 118.2 3.050 23.23 23.23 23.23 23.23 11 49 0 54.30 0.4595 118.2 3.050 23.23 23.23 23.23 23.23 11 50 0 53.80 0.4552 118.2 3.050 23.23 23.23 23.23 23.23 1151 0 53.27 0:4508 118.2 3.050 23.23 23.23 23 .23, 23.23 11 52 0 52.73 0.4462 118.2 3.050 23.24 23.23 23%24 23.23 11 53 0 52.17 0.4415 118.2 3.050 23.24 23.23 23.24 23:23 11 54 0 51.60 0.4366 118.2 3.050 23.24 23.23 23.24 23.23 11 55 0 51.00 0.4316 118.2 3.050 23.24 23.23 23.24 23.23 11 56 0 50.37 0.4262 118.2 3.050 23.24 23.24 23.24 23.24 11 57 0 49.72. 0.4207 118.2 3.050 23.24 23.24 23.24 23.24 11 58 0 49.08 0.4153 118.2 3.050 23.24 23.24 23.24 23.24 11 59 0 48.41 0.4097 118.2 3.050 23.24 23.24 23.24 23.24 12 0 0 47.76 0.4041 118.2 3.050 23.24 23.24 23.24 23.24 12 1 0 47.09 0.3984 118.2 3.050 23.24 23.24 23.24 23.24 12 2 0 46.43 0.3928 116.2 3.050 23.24 23.24 23.24 23.24 12 3 0 45.75 0.3871 118.2 3.050 23.24 23.24 23.24 23.24 12 '4 0 45.09 0.3815 118.2 3.050 23.25 23.24 23.25 23.24 12 5 0 44.40 0.3757 118.2 3.050. 23.25 23.24 23.25 23.24 12 6 0 43.74 0.3701 118.2 3.050 23.25 23.24 23.25 23.24 12 7 0 43.05 0.3643 118.2 3.050 23.25 23.25 23.25 23.25 12. 8 0 '42.39 0.3586 118.2 3..050 23.25 23.25, 23.25 23.25 12 9 0 41.70 0.3529 118.2 3.050 23.25• 23.25 23.25 23.25 12 10 0 41.03 0.3472 118.2 3.050 23.25 23.25 23.25 23.25 12 11 0 40.34 0.3414 118.2 3.050 23.25 23.25 23.25 23.25 12 12 0 39.67 0.3356 118.2 3.050 23.25 23.25 23.25 23.25 12 13 0 38.96 0.3297 118.2 3.050 23.25 23.25 23.25 23.25 12 14 0 38.27 0.3238 118.2 3.050 23.25 23.25 23.25 23.25 12 15 0 37.54 0.3176 118.2 3.050 23.25' 23.25 23.25 23.25 12 16 0 36.81 0.3114 118.2 3.050 23.25 23.25 23.25 23.25 12 17 0 36.04 0.3049 118.2 3.050 23.25 23.25 23.25 23.25 12 18 0 35.25 0.2983 118.2 3.050 23.26 23.25 23.26 23.25 12 19 0 34.43 0.2913 118.2 3.050 23.26 23.25 23.26 23.25 12 20 0 33.58 0.2841 118.2 3.050 23.26 23.26 23.26 23.26 12 21 0 32.68 0.2765 118.2 3.050 23.26 23.26 23.26 23.26 12 22 0 31.75 0.2687 118.2 3.050 23.26 23.26 23.26 23.26 12 23 0 30.77 0.2604 118.2 3.050 23.26 23.26 23.26 23.26 12 24 0 29.76 0.2518 118.2 3.050 23.26 23.26 23.26 23.26 12 25 0' 28.69 0.2427 118.2 3.050 23.26 23.26 23.26 23.26 12 26 0 27.59 0.2334 118.2 3.050 23.26. 23.26 23.26 23.26 12 27 0 26.43 0.2236 118.2 3.050 23.26 23.26 23.26 23.26 12 28 0 25.24 0.2136 118.2 3.050 23.26 23.26 23.26 23.26 12 29 0 24.00 0.2031 118.2 3.050 23.26 23.26 23.26 23.26 12 30 0 22.72 0.1923 118.2 3.050 23.26 23.26 23.26 23.26 12 31 0 21.41 0.1811 118.2 3.050 23.26 23.26 23.26 23.26 12 32 0 20.06 0.1697 118.2 3.050 23.26 23.26 23.26 23.26 12 33 0 18.66 0.1579 118.2 3.050 '23.26 23.26 23.26 23.26 12 34 0 17.24 0.1459 118.2 3.050 23.26 23.26 23.26 23.26 12 35 0 15.77 .0.1335 118.2 3.050 23.26 23.26 23.26 23.26 12 36 0 14.27 0.1208 118.2 3.050 23.26 23:26 23.26 23.26 12 37 0 12.72 0.1076 118.2 3.050 23.26 23.26 23.26 23.26 12 38 0 11.11 9.4019E -02 118.2 3.050 23.26 23.26 23.'26 23.26 12 39 0 9.426 7.9754E -02- 118.2 3.050 23.26 23.26 23.26 23.26 12 40 0 7.660 6.4810E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 41 0 5.811 4.9167E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 42 0 3 -.912 3.3098E -02 118.2 3.050 23.26 23.26 23..26 23.26 12 43 0 1.994 1.6873E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 44 0 9.4551E -02 7.9973E -04 118.2 3.050 23.26 23.26 23.26 23.26 12 45 0.- 0.6134 - 5.1899E -03 118.2 3.050 23.26 23.26 23.26 23.26 12 46 0 -2.403 '-2.0328E-02 118.2 3.050 23.26 23.26 23.26 23.26 12 47 0 - 4.067 - 3.4414E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 48 0 -5.553 - 4.6983E -02 '118.2 3:050 23.26 23.26 23.26 23.26 12.49 0 -6.812 '- 5.7635E -02 118.2 3.050 23.26 23.26 23.26. 23.26 12 50 0 -7.810 - 6.6082E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 51, 0 -8.524 - 7.2121E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 52 0 -8.938 - 7.5622E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 53 0 -9.050 - 7.6583E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 54 0 -8.872 - 7.5072E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 55 0 -8.407 - 7.1140E -02 118.2 3.050 23.26' 23.26 23.26 23.26 12 56 0 - 7.686 - 6.5038E -02 118.2 3.050 23.26 23.26 23.26 23.26 12 57 0 -6.735 - 5.6994E -02 118.2 3.050 23.26 23.26 23.26. 23.26 12 58 0 -5.587 - 4.7275E -02' 118.2 3.050 23.26 23.26 23.26 23.26 12 59 0 -4.278 - 3.6200E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 0 0 -2.849 - 2.4109E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 1 0 -1.341 - 1.1345E -02 118.2 3.050 23'.26 23.26 23.26 23.26 13 2 0- 1.0511E -04- 1.0375E -06 .118.2 3.050 23.26 23.26 23.26 23.26 13 3 0 .0.8603 7.2787E -03 118.2 3.050 23.26 23.26 23.26 23.26 13 4 0 2.377 2.0107E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 5 0 3.804 3.2188E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 6 0 5.093 4.3096E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 7 0 6.199 5.2445E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 8 0 7.086 5.9953E -02 118.2 .3.050 23.26 23.26 23.26 23.26 13 9 0 7.730 6.5400E -02 118.2 3.050 23.26 23.26 23.26 23.26' 13 10 0 8.114 6.8646E -02 116.2 3.050 23.26 23.26 23.26 23.26 13 11 ,0 8.233 6.9665E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 12 0 8.096 6.8505E -02 118.2 3.050 23.26 .23.26 23.26 23.26 13 13 "'0 7.703 6:5182E -02 118.2 3.050 23.26 23.26 23.26 23.26 13,14 0 7.078 5.9893E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 15 0. 6.244 5.2834E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 16 0 5.229 4.4246E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 17 0 4.065 3.4400E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 18 0 2.790 2.3605E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 19 0 1.438 -1.2170E=02. 118.2 3.050 23.26 23.26 23.26 23.26 13 20 0 4.9575E -02 4.1948E -04 118.2 3.050 23.26 23.26 23.26 23.26 13 21 0- 0.4640 - 3.92.60E -03 118.2 3.050 23.26 23.26 23.26 23.26 13 22 0 -1.835 - 1.5524E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 23 0 -3.135 - 2.6528E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 24 0 -4.320 - 3.6553E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 25 0 -5.348 - 4.5246E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 26 0 -6.186 - 5.2335E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 27 0 -6.809 - 5.7610E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 28 0 - 7..202 - 6.0929E -02 118.2 3.050 23.26 23.26 23.26 23.26 13 29 0 -7.355 - 6.2233E -02 118.2 3.050 23:26' 23.26 23.26 23.26 bfRI .18 47 49. 0 0.2854 2.4157E -'03 118.2 3.050 23,26 23.26 23.26 23.26 47 50 0 0.2777 2.3498E -03 118.2 3.050 23.26 23.26 23.26 23.26 47 51 0 0.2622 2.2183E -03 118.2 3.050 23.26 23.26 23.26 23.26 47 52 0 0.2394 2.0261E -03 118.2 3.050 23.26 23.26 23.26 23.26 47 53 0 0.2103 1.7792E -03 118.2 3.050 23.26 23.26 23.26 23.26 47 54 0 0.1756 1.4854E -03 118.2 3.050 23.26 23.26 23.26 23.26 47 55 0 0.1364 1.1542E -03 118.2 3.050 23.26 23.26 23.26 23.26 47 56 0 9.4133E -02 7.9652E -04 118.2 3.050 23.26 23.26 23.26 23.26 47 57 0 5.0067E -02 4.2367E -04 118.2 3.050 23.26 23.26 23.26 23.26 47 58 -0 5.6496E -03 4.7845E =05 118.2 3.050 23.26 23.26 23.26 23.26 47 59 0- 9.5662E -03- 8.0914E -05. 118.2. 3.050 23.26 23.26 23.26 23.26 48 0 0- 5.1494E -02- 4.3568E -04 118.2 3.050 23.26 23.26 23.26 23.26. Mean 152.05 1.50 Maximum 1988.60 18.32 Minimum -9.05 -0.08 Total 2.588E +05 ------------------------------------------------------ Table E10 - CONDUIT SUMMARY STATISTICS . Note: The peak flow may be less than the design flow and the conduit may still surcharge because of the downstream boundary conditions. *'denotes an open conduit that has been overtopped this is a potential source of severe errors Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio Design Design Vertical Computed of Computed of Max. to at Pipe Ends , Id/D Cond Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US' DS Name (cfs) (ft /s) (in) •(cfs) Hr. Min. (ft /s) Hr. Min. Flow (ft) (£t) --------- - - - - -- - - -- - -- -- - - - - -- -- - - - - -- - - - - -- ----- - - - - -- - - - - - -= ---- - - - - -- - - - -- -- - ' - - - -- -= -- - - - - -- - - - -- - - --- • s Conduit 5132.039 43.9016 146.4000 1989.202 5 52 18.3241 '2 26 0.3876 23.2649 23.2650 2.398 3.136 Table Ell. Area assumptions used in the analysis Subcritical and Critical flow-assumptions from Subroutine Head. See Figure 17 -1 in the manual for further information. Duration Duration Durat. of Durat. of of of Sub- Upstream Downstream Maximum Maximum Maximum Conduit Dry Critical -Critical Critical Hydraulic X -Sect Vel *D Name Flow(min) Flow(min) Flow(min) Flow(min) Radius -m Area(.ft ^2) (ft ^2 /s) -- ---- --- - - - - -- ---- - - - - -- ---- - -- - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- - -- -- - -- Conduit 119.0000 2761.0000 0.0000 0.0000 3.4921 120.1965 463.3365 ------------------------------------------- Table E12. Mean Conduit Flow Information. ------------------------------------------- Mean Total Mean Low Mean Mean Mean Mean Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit . Name (cfs) (ft ^3) Change Weightng Number Radius Area Roughness - -------- - - - - -- - - - - - - -- -- - - - - -- - - - - - - -- - - - - -- - - - - -- -- - - - - -- - - - -- -- --- - - - - -- Conduit 151.9861 26263193. 0.0363 '0.9950 0.0784 3.0282 116.0696 b.0140 Table E13. Channel losses(H), headwater depth (HW), tailwater depth (TW), critical and normal depth (Yc and Yn). Use this section for culvert comparisons I Conduit Maximum Head Friction Critical Normal HW TW Name Flow Loss Loss Depth Depth Elevat Elevat Conduit 1988.6029 4.8661 1.3311 10.1389 5.2705 19.4691 13.2887 Max Flow ------------------- Table J Table E13a. CULVERT ANALYSIS CLASSIFICATION, J and the time the culvert was in a particular J classification during the simulation. The time is J in minutes. The Dynamic Wave Equation is used for J J all conduit analysis but the culvert flow classification J J condition is based on the HW.and TW depths. ___ ________ Mild Mild Steep Mild Mild Slope Slope TW Slope TW Slug Flow Slope Slope Critical D Control Insignf Outlet/ TW > D TW <= D Conduit Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet Name Control Control Control Control Control Control Control Control Configuration ---- ----- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- - - - - -- --- -- - - -- --- - - - - -- --- - - - - -- --- - - - - -- - -- ---------- Conduit 0.0000 0.0000 164:0000 10.0000' 0.0000 2590.0000 1.0000 115.0000• Groove End with Headwall ------------------------------------- J Kinematic Wave Approximations j J Time in Minutes for Each Condition J Conduit Duration of Slope Super- Roll Name Normal Flow Criteria Critical Waves --------- - - - - -- ---- - - - - - -- --- -- - --- --- - - - - -- --- - - - - -- Conduit 0.0000 . 97.8095 46.0000 0.0000 --------------------------------------------------------- J Table E15 - SPREADSHEET INFO LIST J Conduit Flow and Junction Depth Information for use in J J spreadsheets. The maximum values in this table are the J J true maximum values because they sample every time step.) J The values in the review results may only be the J J maximum of a subset of all the time steps in the.run. J Note: These flows are,only the flows in a single barrel.) --------------------------------------------------- - - - - -- Conduit Maximum Total Maximum Name Flow Flow Velocity Conduit 1989.2016 26263192.58 18.3241 ## Junction Invert ## Name Elevation ## ---------- - -- - -= --- - - -- -- ## Basin 1 - 15.0000 ## - 15.0000 ---------------------------------------------------- J Table E15a.- 'SPREADSHEET REACH LIST J J Peak flow and Total Flow listed by Reach or those J J conduits or diversions having the same J J upstream and downstream nodes. -. Upstream Downstream Maximum Total Node Node Flow Flow ----- ---- - - - - -- --- ------- - ----- -- -- - - - - -- --- - - - - -- Basin 1 Basin 2 1989.2016 26263192.6 ########################## # # # # # # # # # # # # # # # # # ## # # # # # # # # # # ## . # Table E16. New Conduit Information Section # # Conduit invert (IE) Elevation and Conduit # # Maximum Water Surface (WS) Elevations # ########################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Maximum Elevation 23.2649 23.2650 Conduit Name Upstream Node Downstream Node IE Up IE Dn WS Up WS Dn Conduit Type --- -----= -- - --- ------ ---- - - - - -- - --------- - - - - -- --- - - - - -- --- - - -- -- --- - - - - -- -- - - - - - -- --- - - - - -- Conduit Basin 1 Basin 2 - 6.0000 - 15.0000 23.2649 23:2650 Circular J Table E18 - Junction Continuity Error. Division by Volume added 11/96 J J J Continuity Error .= Net Flow + Beginning Volume - Ending Volume J J J------------------------------------------- - - - - -- ' Total Flow + (Beginning Volume + Ending Volume) /2 J J Net Flow = Node Inflow - Node Outflow J J Total Flow = absolute (Inflow + Outflow J J Intermediate column is a judgement on the node continuity error. J J J Excellent < 1 percent Great 1 to 2 percent Good 2 to 5 J percent J, J Fair 5.to 10 percent Poor .10 to 25 percent Bad 25 to 50 percent J J Terrible > 50 percent' J Junction < - - - - -- Continuity Error -- - - - - -> Remaining Beginning Net Flow .Total Flow Failed to Name Volume '% of Node % of Inflow Volume Volume Thru Node Thru Node Converge --------- - - - - -- -- - -- - -- ---- - - - - -- ---- - - - - -- -- - - -- -- ---- - - - - -- =--- - - - - -- - --- - - - - -- Basin 1 - 6504.5927 - 0,.0047 0.0078 56626608.28 0.0012 56620103.69 109149220.7 0 Basin 2, 54557.8662 0.1386 0.0658 26212781.67 0.0012 26267339.54 26263192.58 e 1 The total continuity error was 48053. cubic feet The remaining total volume was 8.28394E +07 cubic feet Your mean node continuity error was Excellent Your worst node continuity error was Excellent Table E19 - _Junction Inflow Sources J Units are either ft ^3 or m ^3 J depending on the units in your model.) *------------------------------------------ ---- - - - - -* --------------------------------------------------- Constant User Interface DWF Inflow Junction Inflow Inflow Inflow Inlow through Outflow Evaporation Name to Node to Node to Node to.Node Outfall from Node from Node Basin 1 0.0000 82.8503E +06 0.0000 0.0000 0.0000 0.0000 0.0000 *----------------------------------------- -------- - - - - -* ----------------------------------------------------- J Table E20 - Junction Flooding and Volume Listing. J The maximum volume is the total volume J in the node including the volume in the J flooded storage area. This is the max J volume at any time. The volume in the J flooded storage area is the total volume) above the ground elevation, where the i flooded pond storage area starts. J J The fourth column is instantaneous, the fifth is the) sum of the flooded volume over the entire simulation) J Units are either ft ^3 or m ^3 depending bn the uni.ts.J Out of System Stored in System Junction Surcharged'_ Flooded Flooded Maximum Ponding Allowed Name Time (min) Time(min) Volume Volume .Flood Pond Volume - - - - -- - - - - -- ---- - - - - -- --- - - - - -- Basin 1 0.0000 0.0000 Basin 2 0.0000 0.0000 ---------------------------------- Simulation Specific Information Number of Input Conduits.......... Number of Natural Channels.'_..... Number of Storage Junctions....... Number of-Orifices ................ Number of Free Outfalls........... --- - - - - -- --- - - - - -- ----------------- 0.0000.56612470.06 0.0000 0.0000-26198548.71 0.0000 1 Number of Simulated Conduits...... 0 Number of Junctions. .............. 2 Number of Weirs ................... 0 Number of Pumps ................... 0 Number of Tide Gate Outfalls...... ______ _________________* 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 +l) - Y(n) ) / Yfull *--=----------------------------------=-------------- - - - - -* --------------------------------------------------------- The Conduit with the largest average change was..Conduit with The Junction with the largest average change was.Basin 1 with The Conduit with the largest sinuosity was....... Conduit with --------------------------------------------------------------- Table E21. Continuity balance at the end of the simulation Junction Inflow, Outflow or Street Flooding �. Error = Inflow +- Initial Volume Outflow'- Final Volume --------------------------------------- --------------------- - - - - - -- Inflow Inflow Average 0.0131 percent Junction Volume,ft ^3 Inflow, cfs Basin,2 with 0.2077 percent --------- - -- - -- ------ - - - - -- Basin 1 82.88603E +06 -- ----- - - - --- 479.6645 was 0.0659 percent Outflow Outflow Average was Excellent Junction Volume,ft ^3 -------- - - - - - -- ------ - - - - -- Outflow, cfs ------ - - - - -- Excellent Efficiency ----------------------------------------------------- Initial system volume = 0.0023 Cu Ft . Total system inflow volume =, 82.850262E +06 Cu Ft Inflow + Initial volume = 82.,850262E +06,Cu Total Number Ft ----------------------------------------------------- Total system outflow = 0.0000 Cu Ft Volume left in system = 82.839390E +06 Cu Ft Evaporation = 0.0000 Cu'Ft Outflow + Final Volume *--=------------------------------=-------------- ----------------------------------------------- = 82.839390E +06 Cu - - - Ft - - - -* - - -- ----------------------------------------------- Total Model Continuity Error Error in Continuity, Percent'= 0.01312 +Error in Continuity, ft ^3 = 10872.410 + Error means a continuity loss, - a gain ----------------------------------------------- ################################################### # Table E22. Numerical Model judgement section # #################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## 0.036 percent 0.363'percent 1.148 Your overall error was 0.0131 percent Worst nodal error was in node Basin,2 with 0.2077 percent Of the total inflow this loss was 0.0659 percent Your overall continuity error was Excellent Excellent Efficiency Efficiency.o£ the simulation 1.96' Most Number of Non Convergences,at one Node 1. Total Number Non Convergences at all Nodes •1. 1 2 0 0 0 I Total Number of Nodes with Non Convergences 1. r = 1 Hydraulic model simulation ended normally. I =_> XP- SWMM'Simulation ended normally. Your input rile was named C: \XPS \XP -SWMM \Martin \Balance Pipe \tettemer Mk 2.DAT Your output file was named C: \XPS \XP -SWMM \Martin \Balance Pipe \tettemer Mk 2:0ut. ' SWMM Simulation Date.and -Time -Summary -- - - - - - -- Starting Date... September 6,•2002 Time... 12:14:46:14 ' Ending Date— September 6., 2002 Time... 12:14:53: 7 Elapsed Time... 0.11550 minutes or 6.93.000 seconds + i ^ S 100 -Year Bulked Runoff and-Debris Yield Analysis MADISON STREET IMPROVEMENT PROJECT, LA QUINTA, CA Bulked Runoff Given DRAINAGE AREA AREA D, Fb (mi.2) Devil Canyon 10.20 Middle Canyon 9.15 Middle Canyon 0.51 (Area "A" Only) (mi.2) Eouation Fb = 1 +[D /120,000] (Source: RCFCD Hydrology Manual, Seciton F, Enveloping Curves of Debris Inflow in Southern California) Fb = Peak Rate Bulking Factor D = Design Storm Debris Production Rate for the Study Area in cu. yd./ sq. mi. DRAINAGE AREA PEAK 100 -YEAR D, Fb BULKED 100 -YEAR AREA FLOW RATE FLOW RATE* (mi.2) (cfs) (yd.3 /mi.2) (cfs) Devil Canyon 10.20 4,798.53 89,000 1.74 8,357.4 Middle Canyon 9.15 4,807.27 90,000 1.751 8,412.7 Middle Canyon 0.51 378.71 1.75 662.7 (Area "A" Only) *.The same Middle Canyon bulking factor was applied to Area "A ". , kA110191 \clac \hydrology \sed_Qbulked.xls Madison Street Improvement Project, La Quinta, CA Devil Canyon Watershed Debris Yield Calculation 100 -Year Storm Event ' Source: Los Angeles District U.S. Army Corps of Engineers Method for Prediction of Debris Yield, revised August 1992. Given: Drainage Area, A = 6,502.40 (ac.) Relief Ration, RR = 472.00 (ft/mi.) (Slope of the Watershed) Non- Dimensional Fire Factor, FF= 6.00 (Figure 3, Page 32) Peak Runoff = 4,798.53 (cfs) Unit Peak Runoff, Q = 472.30 (ft3 /s /mi.2) Adjustment- Transposition Factor, A-F= a60 (Technique 4, Appendix B. Table B -1, Page B -10; A -T: Subfactors: Parent Material =0.15, Soils =0.15; Channel Morphology =0.15, Hillslope Morphology = 0.15) Equation: For watersheds of 10 mi.2 to 25 mi3 in area (Equation 3, Page 34): LOG Dy = 0.88 (LOGO) + 0.48 (LOG RR) + 0.06 (LOG A) + 0.22 (FF); Dy = Unit Debris Yield (yd 3 /mi.2) Debris Yield = (A -F) (Dy) Solve: - LOG Dy = 5.0656 Dy = 116,301.51 (yd.' /mi.`) Debris Yield = 708,973.99 (yd .3) 439.45 (ac -ft) 0 110191\ calc\hydrol6gy \debris.xls\Devil 9/4/02 Madison Street Improvement Project, La Quinta, CA Middle Canyon Watershed Debris Yield Calculation 100 -Year Storm Event Source: Los Angeles District U.S. Army Corps of Engineers Method for Prediction of Debris Yield, revised August 1992. Given: Drainage Area, A = Relief Ration, RR = Non - Dimensional Fire Factor, FF Peak Runoff = Unit.Peak Runoff, Q = Adjustment- Transposition Factor, A -F = 5,856.00 (ac.) 866.00 (ft /mi.) (Slope of the Watershed) 6.00 (Figure 3, Page 32) 4,807.27 (cfs) 525.38 (ft3 /s /mi.2) 0.60 (Technique 4, Appendix B. Table B -1, Page B -10; A -T Subfactors: Parent Material =0.15, Soils =0.15, Channel Morphology =0.15, Hillslope Morphology = 0.15) Equation: ' For watersheds of 3 mi.2 to-1 0 mi.2 in area (Equation 2, Page 33): LOG Dy = 0.85 (LOG Q) + 0.53 (LOG RR) + 0.04 (LOG A) + 0.22 (FF); Dy = Unit Debris Yield (yd 3 /mi.2) Debris Yield = (A -F) (Dy) Solve: LOG Dy = 5.3400 Dy = 218,773.31 (yd.' /mi.`) Debris Yield = 1,201,065.46 (yd .3) - 744.46 (ac-ft) Area "A" = 325.00 (ac.) Prorated Area "A" Sediment Volume = 41.32 ac -ft k: \110191 \calc\hydrolbgy \debris.xls \Middle 9/5/02 Madison Street Improvement Project, La Quinta, CA -Torro Canyon Watershed Debris Yield Calculation 100 -Year Storm Event Source: Los Angeles District U.S. Army Corps of Engineers Method for Prediction of Debris Yield, revised August 1992. Given: Drainage Area, A = 5,337.60 (ac.) " 'Relief Ration, RR = 861.06 (ft /mi.) (Slope of the Watershed) Non- Dimensional Fire Factor, FF= 6.00 (Figure 3, Page;32) Peak Runoff = . 4,886.70 (cfs) Unit Peak Runoff, Q = 585.94 (ft3 /s /mi.2) Adjustment- Transposition Factor, A -F = 0.60 (Technique 4, Appendix B. Table B -1, Page B -10; A -T Subfactors: Parent Material =0.15, Soils = 0.1.5, Channel Morphology =0.15, Hillslope Morphology = 0.. 15) Equation: For watersheds of 3 mi.2 to 10 mi.2 in area (Equation.2, Page 33): LOG Dy = 0.85 (LOG Q) + 0.53 (LOG RR) + 0.04 (LOG A) + 0.22 (FF); Dy = Unit Debris Yield (yd 3 /mi.2) Debris Yield = (A -F) (Dy) Solve: LOG Dy = 5.3773 Dy = 238,415.00 (y&'/mil Debris, Yield = 1;193,028.68 (yd .3) = 739.48 (ac -ft) 0 110191 \calc\hydrology \debris.xls \Torro 8/26/02 ' Appendix C- Hydraulic Analyses t I' i i i r a , Hydraulic Analysis • Broad - Crested Weir Analysis • Madison Street CON -ARCH Culvert HEC -RAS Model • Area "A" Existing Ditches Capacity Analysis 1 1 ' ' 4 l Project Report ' The Keith Companies Date: + n— 0 z �— Project: Lf Ad iSo m � M 7 ro V. ro e. c Job No: 10 l cj I I i - Re: �OcLI —! ,i��, E. By: AC Contact: I Phone: i 1 � . 1 1 � I/tO�f � �►n . Y so IV, L_ g, 413 - o - 2.46,13 ZS'0 s j 301 E - 10101 Madison Street CON -ARCH Culvert HEC -RAS Model • ' (Sta. 23 +21.26) } t ' i I mad_Ealt4.rep HEC -RAS Version 3.0.1 Mar 2001 O.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street, Suite D Davis, California 95616 -4687 •(916) 756 -1104 i X X.,XXXXXX XXXX XXXX XX XXXX ' X k X X X X -X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX ' X X X X X X X X X X X X X X X X X X X ' X X XXXXXX XXXX X X X X XXXXX r ' PROJECT DATA' Project Title: Madison Street - Proposed Condition Project File : mad_Ealt4.prj 1 Run Date and Time: 9/11/02 2:27:58 PM ' Project in English units PLAN DATA Plan Title: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Plan File : k:\ 110191.00 \calc \hydraulics \mad_Ealt4.p02 ' . Geometry Title: Mad. St. Culvert No. 1 -Sta. 23+21.26 Geometry File k:\ 110191.00 \calc \hydraulics \mad_Ealt4.g02 Flow Title Mad. St. Culvert No. 1 -Sta. 23 +21.26 Flow File' k:\ 110191.00 \calc \hydraulics \mad_Ealt4.f02 ' Plan Summary Information: Number of: Cross Sections = 5 Mulitple Openings = 0 S Culverts = 1 Inline Weirs = 0 Bridges' - _ 0 ' Computational Information water surface calculation tolerance = 0.01 Critical depth calculaton tolerance 0.01 Maximum number of interations = 20 ' Maximum difference tolerance 0.3 Flow tolerance factor 0.001 Computation Options ' Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Mixed Flow FLOW DATA ' Flow Title: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Flow File : k:\ 110191.00 \calc \hydraulics \mad_Ealt4.f02 Flow Data (cfs) ' River Reach RS 100 -Year Middle Canyon Culvert No. 1 10520 332 i ' Boundary Conditions f Page 1 •l • i mad_Ealt4.rep River Reach Profile, Upstream Downstream Middle Canyon Culvert No: 1 100 -Year. Normal S =..038 Known WS = 23.26 ' GEOMETRY DATA Geometry Title: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Geometry File : k:\ 110191.00 \calc \hydraulics \mad_Ealt4.g02 ' CROSS SECTION RIVERr Middle Canyon REACH: Culvert No. 1 RS: 10520 INPUT , ' .Description: Station Elevation Data num= 4' I Sta , Elev Sta Elev Sta Elev Sta Elev 0' 42.4 0 41.9 200 41.9 200 42.4 ' Manning's n Values num= 3 Sta n.Val Sta n Val Sta n Val 0 .03 0 .03 200 .03 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 0 200 500 500 500 .1 .3 CROSS SECTION RIVER:. Middle Canyon REACH: Culvert No. 1 RS: 10018 ,INPUT _) Description: Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev Sta Elev ' 82 26.4 92 24.4 108 24.4 118 26.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta- n Val - ' 82 .014 82 .014 118• x.014 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 82' 118.1 18 •18 18 .1 .3 5 CROSS SECTION RIVER: Middle Canyon.' REACH: Culvert No. 1 RS: 10000 INPUT Description: Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev Sta Elev j 92 .26.4 92' 20.4 108 20.4 108 26.4 Manning's n Values nun= 3 Sta n Val Sta n Val Sta n Val 92 .014 92 .014 108 .014 j Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. ' 92 108 87 87 87 .1 .3 CULVERT RIVER: Middle Canyon REACH: Culvert No. 1 RS: 9957.5 INPUT ' Description:- - Distance from Upstream XS 1 , Deck /Roadway Width = 85 ' Weir Coefficient = 2.6 Upstream Deck /Roadway Coordinates �- num= 2 Hi Cord Lo-Cord Sta'Hi Cord Lo Cord -Sta 82 25.5 19 118' 25.5 19 Upstream•Bridge.Cross Section Data Page 2 I CROSS SECTION RIVER: - Middle Canyon REACH: Culvert No. 1 RS: 9915 Page 3 mad_Ealt4.rep Station Elevation Data num= 4 Sta Elev' Sta Elev Sta Elev Sta' Elev 92 26.4 92 20.4- 108 20.4 108 26.4 . Manning's n Values', num= 3 Sta n Val Sta n Val Sta n Val 92 .014 92 .014 108 .014 Bank Sta: Left Right Coeff Contr.. Expan. 92 108 .1 .3 Downstream, Deck /Roadway Coordinates num= 2 .Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 82` 23.5 15 118 23.5 15 Downstream Bridge Cross Section Data Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev Sta Elev 92 23 92 17 108 17 108% 23 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 92 .014 92 .014 108 .014 Bank Sta: Left Right Coeff Contr. Expan. 92 108 .1 .3 Upstream Embankment side slope _ 1.5 horiz. to 1.0 vertical Downstream Embankment side slope = 1.5 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins 26 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise. Span' Culvert #1 Conspan Arch 3.07 14 FHWA Chart # 61- Span/Rise ratio approximate 4:1 FHWA Scale # 2 - 45 degree wing wall angle Solution Criteria.= Highest U.S. EG Culvert Upstrm Dist Length n Value Entrance Loss Coef Exit Loss Coef 1 85 .014 .5 1 Upstream Elevation = 20.4 Centerline Station = 100 Downstream Elevation = 17 Centerline Station = 100 CULVERT OUTPUT Profile #100 7Year Culvert ID Culvert #1 Culv Q (cfs) 332.00 Culv Ful Lngh (ft) 85.00 # Barrels 1 Culv Vel US (ft /s) 9.04 Q Barrel (cfs) 332.00 Culv vel DS (ft /s) 9.04 E.G. US. (ft) 25.56 Culv Inv El Up (ft) 20.40 W.S. US. (ft) 25.28 Culv Inv E1.Dn (ft) 17.00 E.G. DS (ft) 23.34 Culv Frctn Ls (ft) 0.49 W.S. DS (ft) 23:16 Culv Ext Lss (ft) 1.09 Delta EG (ft) 2.22 Culv Ent Lss (ft) 0.63 Delta WS (ft) 2.12 Q weir (cfs)' E.G. IC (ft) 25.03 Weir Sta.Lft (ft) E.G. OC (ft) 25:56' Weir Sta Rgt (ft) Culvert Control Outlet Weir Submerg Culv WS Inlet (ft) 23.47 Weir Max Depth (ft) Culv.WS Outlet (ft) 20.07 Weir Avg Depth (ft) Culv Nml' Depth (ft) Wr Flw Area (sq ft). Cult' Crt Depth (ft) 2.51 Min El Weir Flow '(ft) 26.00 CROSS SECTION RIVER: - Middle Canyon REACH: Culvert No. 1 RS: 9915 Page 3 mad_Ealt4.rep INPUT Description: ' Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev Sta Elev 92 23 92 17 108 17 108 23 Manning's.n Values num= 3 ' Sta n Val Sta n Val Sta n Val 92 .014 92 .0,14 108 .014 Bank Sta: Left Right Lengths: 92 108, Left Channel 18 18 Right 18 Coeff Contr. Expan. .1 .3 CROSS SECTION RIVER: Middle Canyon REACH: Culvert No. 1 RS: 9.897 INPUT Description: Station Elevation Data num= 4 Sta Elev Sta Elev Sta Elev Sta Elev ' 83 18.28 93 16.28 107 16.28 117 18,.28 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 83 .014 83 .014 Bank Sta: Left Right Lengths: 117 .014 Left Channel Right Coeff Contr. Expan. i 83 117 0 0 0 .1 .3 ' SUMMARY OF MANNING'S,N VALUES River:Middle Canyon ' Reach River Sta. nl- n2 n3 i Culvert No. 1 10520 .03 .03 .03 Culvert No. 1 10018 .014 .014 .014 - Culvert No. 1 10000 .014 .014 .014 ' Culvert No. 1 9957.5 Culvert Culvert No.-1 9915 .014 .014 .014 i Culvert No. 1 9897 .014 .014 .014 SUMMARY OF REACH LENGTHS River: Middle Canyon Reach River Sta. Left Channel Right Culvert No. 1 10520 500 500 500 ' Culvert No. 1 10018 18 18 18 Culvert No. 1 10000 87 87 87 Culvert No. 1 9957.5 Culvert Culvert No. 1 9915 18 18 18 ' Culvert No. 1 9897 0 0 0 ' SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Middle Canyon Reach River Sta, Contr. Expan. - ' Culvert No. 1 10520 .1 .3 Culvert No. 1 10018 .1 .3 Culvert No. 1 10000 .1 .3 Culvert.NO. 1 9957.5 Culvert ' Culvert No. 1 9915 .1 .3 Page 4 1 5 abed E" T da -i-6 ;TES Peru Ht-(--HAS vian: maa-a114 Feach mer: R qr Ptq._ miame Canyon . ,TO61 meacn: umven Min C� No, i rrome: Elevax IUL-Tear Chi Dpth. Crit W.�.' ,;E.G .EG:Elev.. Ed '�s 14�. P. F rpu c (sq: ft Cukiert No 1:- 10520 332.00 41.90 4225 0.35 42.34 42.60 0.038031 4.77 69.62 200.00 1.42 0.030 Culy 6rll No: `Jc 100118 . ... .. 332.00 24.40 25.50 1.10 26.32 26.54 0.020912 14.00 23.72 27.03 2.63 0.014 Culvert No 1,:'.: 10000 332.00 20.40 25.28 4.88 22.77 25.56 0.000366 4.25 78.05 16.00 0.34 0.014 Cuiv6r.t No: 1. 9957.5 Culvert I o: 9915, 332,001 17,001 23.16[ 6.16 23.341 0.000191 3: =3 98.61F 1 .001 6 0.: 24] 00 14 ,CuNert No. f logi 1 332.001 16.281 23.261... 6.98, 18.301 321 34.001 0.111 0.0 Madison Street Proposed Condition Plan: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Geom: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Flow: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Culvert No. 1 45 Legend ---------------------- - --- EG 100 -Year WS 100 Year • . - ,s Crit 100 -Year . 40 - Ground 35 J a^::• CO 30 �r - W nP . >. 25 r ,.�5 iMl 20 15 0 100 200 300 400 500 600 _ 700 Main Channel Distance (ft) Madison Street - Proposed Condition Plan: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Geom: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Flow: Mad. St. Culvert No. 1 -Sta. 23 +21.26 River = Middle Canyon Reach = Culvert No. 1 RS = 10520 f - Grit 100 -Year .03 ■ Ground c 0 e Legend 29 42.6 -- - - °— EG 100 -Year W 28 42.5 Grit 100 -Year F 42.440 11 WS 100 -Year F 27 - - -- - - - -- ---+ -- `- C ip 42.3 Gro nd } Bank Sta 2 w 42.2 tt + * t C 0 m W 4 . 0 50 100 150 200 Station (ft) Madison Street - Proposed Condition Plan: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Geom: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Flow: Mad. St. Culvert No. 1 -Sta. 23 +21.26 River = Middle Canyon Reach = Culvert No. 1 RS = 10000 Legend EG 100 -Year WS 100 -Year f - Grit 100 -Year F ■ Ground c 0 e ca Bank Sta 0 W 92 94 96 98 100 102 104 106 108 Station (ft) Madison Street - Proposed Condition Plan: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Geom: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Flow: Mad. St. Culvert No. 1 -Sla. 23 +21.26 River = Middle Canyon Reach = Culvert No. 1 RS = 10018 014 'I Legend EG 100 -Year Grit 100 -Year WS 100 -Year Ground 6 Bank Sta 80 85 90 95 100 105 110 115 120 Station (ft) Madison Street - Proposed Condition Plan: Mad. St. Culvert No. 1-Sta. 23 +21.26 Geom: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Flow: Mad. St. Culvert No. 1 -Sta. 23 +21.26 River = Middle Canyon Reach = Culvert No. 1 RS = 9957.5 92 94 96 98 100 102 104 106 108 Station (ft) Madison. Street _ Proposed Condition ' Plan: Mad. St. Culvert No 1 -Sta. 23 +21.26 Madison Street - Proposed Condition Plan: Mad. St. Culvert No. t -Sta: 23 +21,26 Geom: Mad. St. Culver! 1 -Sta. 23 +21.26 Flow: Mad. SL Culvert No. 1 -Sta. 23 +21.26 Geom Mad. St. Culvert No. 1 -Sta. 23+21.26,, Flow: Mad. St.,Culvert No. 1 -Sta. 23 +21.26 River = Middle Canyon Reach = Culvert No. 1 RS = 9957.5 .. ' River = Middle Canyon Reach = Culvert No. 1 RS "= 9915 A i. '25- 014 .014 .-„ . L y _ .. " .,.. � L Le gend 24 { ---- -- ------ — EG 100-Year 23 Rr& - -- — -- EG 100 -Year 23 . 22 ..,y WS 100-Year Sl:Y ^c�: 4 A�; �.fi � — — _F�_ —_ f F �: 3 ��� )"Fi ,,., _ �. �F�`"� ? ■' . .. .. 22 :::,t• -? _ � y"ir���iYx' ' ':Y: i " � LPL -- r� Crit 100 -Year ` �i+� ^� �a y�-� .`Zi>?'� S �..'^ " ' Ts Ground. o" � AR . '.{ . a� ?T �'�:Gv?'Y S �`. �d�r ■ Ground ~ o..r — ' 21 +i•%N �'�'' E'er'" q' iF� 4. ; ^' �C" . Y �• :.::1Jj� a - f =� BankSta' - �� 21- , ''' . -.�Y` S:'kr C�yC wi�1'�r.xh��F. 'r Fr K '4 ( ® .. _. ni.: ;•*3 y •ah i�' r�'&�ii:ikT, T+,�i S' ` =5 Ak3�7d.x - fA. T.. r - • + >' ie'. B hk4 d: f.q' ?k 1 �`� h: '1^! ,-y K' iA *h-. -. [" ta.:il..o£L.1. .3 +�".•� •'I~7. _'"`.Y` hc'l. �„�. MBank Sta•'I N , 2O„�-.7.',„'"4 gk r �� lu 20 ak v €a as ss 7 3 x o s a y �t� x s . . • ``� u Y �,i.� �� 4, .iq �"' , �x. � a !t'�°� s -� i � `s a a �_! '���' -�:A _k�'��. , r� ". 3 � ,k� C {T��.r,�, ,� - - `�4�` ,, r `'� y ' r� y�C'•4`2t� .y4ai'. �� z'�•- ,;xx'.t�5,..:.:.',1� T xZ a' S �`�Y �'T'3 �".. s��^4J:in. n"�;?}:T ^.$7�'�"i✓''i} �. , a . y. 5. :4x:, <,�ii,34' -.` � '�rti'.���.�-- .- z•�`:���= �A���. z�"+x'F���:.. i!��fia #�u�''��. »s vi!�'4�Fx{ ,.. , + .rk' .�'+t ,.:Yl":..rla'�?..`�. 17 - _ ;> 92.. 94 96 98 100 .102 104 108 -x - 17 r 92 94 96 98 100 `102 104 106,.'108 - .106 ` t ♦ Station (ft) ' Station (ft) , �+ Madison Street - Proposed Condition Plan: Mad. St. Culvert No, 1 -Sta. 23 +21:26.. "Geoin: Mad. St. Culvert No. 1 -Sta. 23 +21.26 Flow: Mad. St. Culvert No. 1 -Sta. 23 +21.26 , + River = Middle Canyon Reach = Culvert-No. i RS = 9897 ;. a .014 r• �� 24 y Legend , 23 s m ¢iV ��� � EG 1 00 Year 22 . r��� e' r` h ai WS' 100-Year , - 21 ` ' ,� ,3 7 ; Crit 100 -Year F r 20- S �� ■ Ground r . ?� Bank Sta ` 19 g„,�� "��v`i� ���i�. y _ � r, _ r _ f ��+��.�x��'Q#'r�� �s � x���"�,��,�' 'ss'yt� �`�sN+� `• , - a - _ , ( ! i ,. � � + q „� {1.� �} j� ��k. .. ' • r. . t .. . r r - 17�+1Y+r.' ' 16- - 4115: 80 85 90 95` 100 105 110 120 ;r 3w� - Y -" - -� Station (ft),y - , .ir ,'ry. - . { r''� !, -�.i• '� GtrL '. - r - i^� r, i 3 F }. - r - ' ✓t,�r Area "A" Existing Ditches Capacity Analysis • West side of Area "A" — Jefferson Street • South side of Area "A" — Avenue 62 t 7, I' Area "A" Existing Ditches Capacity Analysis • West side of Area "A" — Jefferson Street • South side of Area "A" — Avenue 62 t 7, 3 Exist. Jefferson Side Channel Worksheet for Irregular Channel Project Description " Project Engineer: MIS Department k:\ 110191.00 \calc \hydraulics \mad_p.fm2 JOHN TETTEMER AND ASSOCIATES LTD FlowMaster v6.1 [6140] 09/11/02 03:27:33 PM ©Haestad Methods, Inc. X37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Worksheet Typical Section - Jefferson St Flow Element Irregular Channel Method Manning's Formula Solve For Discharge ) _ Input Data Slope 0.015000 ft/ft l Water Surface Elevation 202.00 ft ' Options Current Roughness Method Improved Lotter's Method Open Channel Weighting Method Improved Lotter's Method Closed Channel Weighting Method Horton's Method Results Mannings Coefficient 0.030 Elevation Range 195.00 to 202.00 Discharge 9,020.46 cfs_ Flow Area 602.8 W Wetted Perimeter 155.59 ft Top Width 153.88 ft Actual Depth 7.00'ft Critical Elevation 202.83 ft ' Critical Slope 0.008033 ft/ft Velocity . 14.96 fUs Velocity Head 3.48 ft ' - Specific Energy 205.48 ft Froude Number 1.33 Flow Type Supercritical Roughness Segments Start End Mannings Station Station Coefficient 0 +00 1+54 0.030 ' Natural Channel Points Station Elevation (ft) (ft) b +00 202.00 ' 1 +20 195.00 1+38 195.00 ' 1+54 202.00 Project Engineer: MIS Department k:\ 110191.00 \calc \hydraulics \mad_p.fm2 JOHN TETTEMER AND ASSOCIATES LTD FlowMaster v6.1 [6140] 09/11/02 03:27:33 PM ©Haestad Methods, Inc. X37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Cross Section .. Cross Section for Irregular Channel Project Description Worksheet Typical Section - Jefferson St b Flow Element Irregular Channel Method Manning's Formula ' Solve For Discharge i Section Data Mannings Coefficient 0.030 Slope 0.015000 ft/ft Water Surface Elevation 202.00 ft Elevation Range 195.00 to 202.00 ' Discharge 9,020.46 cfs r 1 j 20 2.00C - ;_....._.; 3..._.. ............._ .. -.. - ..._..._._.._.._..- - - _....__....._ --- ... ......... ................. _.:........_ ............. 198.00; .._.._._.... ..._ _...._...._.._ . ........._......_ ... . I 19 5.00 '...._....., ..............__......_...._.._ ....._.__....__. ._. __ ...__. _........._..,_........_...__.._.._.......__....._._.._...._._.....__....._._ .__._._._......_.._...._....__. 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 V -2.0N - H:1 N TS r Project Engineer: MIS. Department k:\ 110191.00 \calc \hydraulics \mad_p.fm2 JOHN TETTEMER AND ASSOCIATES LTD FlowMaster v6.1• [614x] t 09/11/02 03:27:42 PM 0 Haestad Methods, Inc. 37 Brookside Roach Waterbury, CT 06708 USA (203) 755 -1666 Page 1'of 1 Exist. Ave 62 Side Channel . Worksheet for Irregular Channel Project Description 'Worksheet Typical Section - Ave. 62 Flow Element Irregular Channel ! Method Manning's Formula Solve For Discharge Input Data Slope 0.027800 ft/ft Water Surface Elevation 80.00 ft Options ^ Current Roughness Method Improved Lotter's Method Open Channel Weighting Method Improved Lotter's Method Closed Channel Weighting Method Horton's Method ' I Results Mannings Coefficient 0.030 Elevation Range 73.00 to 80.00 w Discharge 14,264.14 cfs Flow Area 726.8 ft2 '.' Wetted Perimeter 198.37'ft Top Width 197.12 ft Actual Depth > 7.00 ft' Critical Elevation 81.77 ft Critical Slope 0.007691 ft/ft Velocity 19.63 Ws Velocity Head 5.99 ft ' Specific Energy 85.99 ft Froude Number 1.80 j Flow Type Supercritical Roughness .' i . Segments Start End Mannings Station Station Coefficient ' i 0 +00 , 1 +97 0.030 1 Natural Channel Points Station Elevation I (ft) (ft) 0+00 80.00 0+22 73.00 j 0+57 74.00 - 1 +97 80.00 t Project Engineer: MIS Department k:\ 110191.00 \calc \hydraulics \mad_p.fm2 JOHN TETTEMER AND ASSOCIATES LTD FlowMaster v6.1 [614o) 09/11/02 03:28:05 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Cross Section Cross Section for Irregular Channel t Project Description ' Worksheet Typical Section - Ave. 62 Flow Element Irregular Channel Method Manning's Formula ' Solve For Discharge j Section Data ' Mannings Coefficient 0.030 Slope 0.027800 tt/ft 1 Water Surface Elevation 80.00 ft Elevation Range 73.00 to 80.00 Discharge 14,264.14 cfs j i ' Project Engineer: MIS Department k:\ 110191.00 \calc \hydraulics \mad_p.fm2 JOHN TETTEMER AND ASSOCIATES LTD FlowMaster v6.1 (614x) 09/11/02 03:28:17 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 71666 Page 1 of 1 i 1 1, G°C���dC�D JUL 0�$ 20b7 From: Tonya Carnevale stantec.com Transmittal ,( Stantec Consulting Inc. 73733 Fred Waring Drive Suite 100 r/ Palm Desert CA 92260 -2590 Q Tel: (760) 346 -9844 Fax: (760) 346 -9368 $tanteC To: Paul Goble, P. E. . Company: City of La Quinta Address: 78 -495 Calle Tampico La Quinta, CA 92247 Phone: (760) 777 -7087 Date: July 5, 2007 File: Travertine 2015073706 -250 Delivery: Hand Delivery Reference: Travertine Items transmitted: G°C���dC�D JUL 0�$ 20b7 From: Tonya Carnevale ❑ For Your Information ❑ For Your Approval ❑ For Your Review Q As Requested Copies Doc Date Pages Description 1 9/2002 20+ Hydrology, Hydraulics and Drainage Concept Study STA TEC CONSULTING INC. Tonya Carnevale Project Coordinator Tel: (760) 346 -9844 Fax: (760) 346 -9368 . tonya.carnevale @stantec.com Attachment: C a o:W0737%4073706Xdocs \transmit \07 -07 -05 hydrology to paul goble.doc - t , 1