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HomeMy WebLinkAboutAppendix H2 - Drainage Report■ ■ ALLARD ENGINEERING civil engineering land surveying land planning TPM-20704 Foothill Blvd & Maple Ave. Apartment Fontana, CA 92337 Preliminary Drainage Report Drainage Study Number: MCN24-0040 August 5, 2024 Prepared For: Diversified Pacific Communities 10621 Civic Center Drive Rancho Cucamonga, CA 91730 Tel.: (909) 481-1150 Prepared under the supervision of: Prepared By: Allard Engineering 16866 Seville Avenue Fontana, CA 92335 (909) 356-1815 Robert K Allard, P.E. RCE 85349 Exp. 06-30-24 16866 Seville Avenue Fontana, CA 92335 (909) 356-1815 * (909) 356-1795 Discussion Introduction Purpose Table of Contents Guidance and Methodology (Criteria) Findings Reference Material Hydrology Calculation (100, 25, 10, 2 year Storm Event) Rational Method Hydrology-Pre-developed Condition Rational Method Hydrology-Developed Condition Unit Hydrograph Analysis-Pre-developed Condition Unit Hydrograph Analysis-Developed Condition Hydraulic Calculations Outlet Pipe Sizing (100 Year Storm) Detention (Flood Routing) Analysis (100, 25, 10, 2 year Storm Event) Drainage Exhibits Post-developed Condition Pre-developed Condition Appendix: A Offsite Hydrology Analysis Discussion Introduction This report is for the proposed new development of an apartment complex located in the City of Fontana at the northeast comer of Foothill Blvd. & Maple Ave. which is approximately 8.5 acres. This site is currently in barren condition in pre-developed condition. The current runoff, which occurs during storm events drains southeast on the existing surface and discharges into the street gutter in Foothill Blvd. which is tributary to the Rialto Channel. In developed condition the site will drain to the proposed Infiltration/Detention Chamber System for low flow infiltration and high flow detention & mitigation of the peak runoff flows from 100-yr, 25-yr, 10-yr & 2-yr storm events. The mitigated runoff flows will drain to the existing catch basin at the southeast comer of the site via the proposed 18" outlet pipe from detention chamber. Also there is a proposed 8" outlet pipe which drain the mitigated flow from lower storm events (2-yr & 10-yr) into the 18" outlet pipe. The mitigated flow will follow the existing storm drain system in Foothill Blvd. and ultimately drain to the Rialto Channel. Purpose The purpose of this Preliminary Drainage Report is to assess the existing and future flows that affect the site and provide necessary onsite drainage facilities to safely convey the mitigated peak flow generated from the proposed development into the Foothill Blvd existing gutter which will ultimately conveys to the east into the Rialto Channel. The purpose of this Drainage Report is to quantify the developed condition runoff and show that the proposed drainage system is adequate to detain the water volume and drain the mitigated runoff flow into the Foothill Blvd. which ultimately drains to the Rialto Channel. The site is located in FEMA Flood Zone "X" with minimal flood hazard. Refer to the FEMA FIRMette included in the reference material. The site is located in Hydrologic Soil Group "A" per the USDA Web Soil Survey report also included in the Reference Materials. There is no offsite run-on into the proposed site. Guidance and Methodology (Criteria) The criteria utilized for hydrologic analysis is the San Bernardino County Hydrology Manual and City of Fontana Master Storm Drainage Plan. Rational Method Hydrology was used to quantify flow rates (Developed and Existing condition), CivilDesign software to quantify detention volume (Unit Hydrograph Method) and Flood Routing of the proposed Infiltration/Detention Chamber to mitigate outflow rate. Also, WSPG was utilize to run water surface pressure-gradient analysis of the proposed 8" & 18" outflow line from Infiltration/Detention chamber system. AES software was used to size the proposed storm drains and swales/valley gutters to carry the flow onsite. Findings The proposed development will consist of multi-story apartment buildings, community center, swimming pool, parking lot, driveways, sidewalks, paved area, children park and landscape/planters. The existing site condition is considered open brush in fair condition. In developed condition we have estimated the proposed development (High density dwelling, apartment) will create impervious areas which is about 90% overall of the site. The primary drainage solution for the site will be an underground Infiltration/Detention chamber system (CMP-1) for low flow (WQ water volume) infiltration and high flow detention. Bottom 2. 7' of the CMP-1 (including 1' rock backfill at bottom) will be used for infiltration of the low flow (WQ retention volume) while top 4.8' (including 0.5' rock backfill on top) will be used for high flow detention. Bottom 1. 7' of the 6.0 diameter barrels (CMP-1) will be perforated for the low flow (WQ retention volume) for infiltration. When the WQ water volume is achieved, the water from high flow will be detained in the top 4.3' of the 6-ft diameter barrels (Unperforated, solid) of the CMP-1. CMP-1, the Infiltration/Detention chamber system have 8" and 18" outlet pipes those will discharge into the existing catch basin in the Foothill Blvd. at the southeast comer of the site. The Infiltration/Detention chamber system (CMP-1) will mitigate the developed runoff to less than 90% of the existing runoff flow rate. This onsite Infiltration/Detention system (CMP­ -1) will consist of 6-ft diameter (bottom 1.7' perforated, top 4.3' solid) CMP system (with 12- barrels, 0.5' rock backfill on top, 1.0' rock backfill at bottom & 1' rock backfill on the sides/ends)) located at the center of the site under the parking lot surface. We calculated the runoffflowrate and runoff volume for 100-yr, 25-yr, 10-yr, & 2-yr storm events. Largest Increase in runoff volume and runoff flow rate generated in 100-yr storm event due to the proposed development from its pre-development condition. Please see below table for the output of the hydrology analysis for 100-yr, 25-yr, 10-yr, 2-yr storm events in pre-developed and developed condition. Higher up in the proposed sites watershed are WQMP infiltration basin to treat the water and the overflow will be the drive isles that will convey larger runoff to the said detention system. Ultimately the mitigated runoff will drain down Foothill Blvd. which will drain on surface in Foothill Blvd curb&gutter and then drain to the Rialto Channel. There are no offsite tributary areas that drain through the property in existing or developed condition. The proposed developed site is consistent with drainage pattern in the area. Calculations and exhibits are attached to support these findings. w w :::J :::J :z: :z: w w > > <( <( _J I-w if) 0:::: :::J :::J u <( 0 _J _J 210 FREEWAY BARBEE STREET FOOTHILL BOULEVARD McCAULEY STREET PACIFIC ELECTRIC TRAIL :z: <( 1---­ :z 0 LL LL 0 w :::J :z: w > <( w _J Q__ <( 2 >->-1----l- uu VICINITY NOT TO SCALE w :::J :z: w > <( :z: w 0 :z: _J PROJECT LOCATION I .. 'DI .. " • California Phase II LIDSi2ing k x 1§1 lmprovementPlais )( @ Stcrmwat.r Fa:ility Mapping r x + X !ii sboou nt-,:lpw.maps.arq;iisa::m/apps.,webappviewerAndexhtml?id= 302f46bbc77143519782936a535d0cfc □ ,& Relaunch to update 3/26/24, 11 :45 AM ■ City of Fontana Improvement Plans Barbee St ◊ W Foothill Blvd 13 1 McCauley St ow~n !it 2'f116" 4!. W Rialto Ave r "Cl 0 □ 0 a:: Vahmcla A11e ~ I --0 C C ► .c (I 3 0 ~ ~ 3: 0 0 uey Way -3 3 Orange Way 'Itron 11.,.,. ww11.._,,.,i:;t z Renalssanc.e Center W Foothjll Blvd .,1299/t W 2nd St ., 1: LI Sewer Lorraine P' Improvement Plans W Gro,;,e Sr z Cl i" I i W 2nd S! W Rialto Ave Storm Drain Mason St z z a. ~ z ·'< 3 i ! ii 1 ! I ~ W Grov.i St W Ramona Dr Holl~day Pl W 3rd St z t::: W Mcf<lnley St ~ ! Southern Pi!cific RR Wlst St CIJ ::,, <( Street Improvements W Gro\le St #J Gro\le St Q W Foothill Blvd W 1st St W Rialto Ave Rialto .5 "' -8 :IIJ W Rialto Ave ~ i ~ ~ ;;; i: ~ i I- i ~ Ri~!to Snitio11 ® Burlin• "" W WIison St Esri, NASA, NGA, USGS, FEMA I Esri Community Maps Contributors, County of San Bernardino, California State Parks,© OpenStreetMap,' https ://experience. a reg is. com' ex perience/346d4c4 7 c23940e887 5338f c4b9371 f 5/page/Ma in/?v iew s =Storm-Ora in-View Esri, Tom Tom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, EPA, NPS.. Powered by Esri 1/1 130 l l:.i;,i s ~;:~ Ii:"'~ ~~ my w~:'r~:tlMLA 1 M0 c"•~ -l.~.·lm:m:1 w~~: l:/c'1~1'c1 .m,s~N[ t ~ ~ ~ I, a PEAIIIT ~ILL BE l[QUll[D FUN THI ULIFt!Nll 0£PART .. 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National Flood Hazard Layer FIRMette 8 FEMA 0 250 500 1,000 1,500 Basemap Imagery Source: USGS National Map 2023 Legend SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS OTHER AREAS OF Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or Depth Zone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile zonex Future Conditions 1% Annual Chance Flood Hazard zone x Area with Reduced Flood Risk due to Levee. See Notes. zone x FLOOD HAZARD ~I~ Area with Flood Risk due to Levee zone o OTHER AREAS NO SCREEN Area of Mlnlmal Flood Hazard ZoneX c::::::::J Effective LOM Rs Area of Undetermined Flood Hazard zone o GENERAL Channel, Culvert, or Storm Sewer STRUCTURES I I I I I I I Levee, Dike, or Floodwall OTHER FEATURES MAP PANELS Cross Sections with 1% Annual Chance Water Surface Elevation e - - -Coastal Transect -■-Base Flood Elevation Line (BFE) = LimitofStudy Jurisdiction Boundary Coastal Transect Baseline Profile Baseline Hydrographic Feature Digital Data Available N No Digital Data Available Unmapped + - The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 3/26/2024 at 4:44 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective Information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap Imagery, flood zone labels, legend, scale bar, map creation date, community Identifiers, FIRM panel number, and FIRM effective date. Map Images for unmapped and unmodernized areas cannot be used for regulatory purposes. v ~ CBlifomia Pha~e LlDSi.21 >C Iii' lmprQl.'ementPla,u )( 11 ~2-ttif X UJ StormwawFatil!tyM~ X .. FEMA.FloodM-,, Service X • Se5tAvailal::AeMap(BAM) X + X !.; gi s,ba m.water.ca. gov .Iba m/11 eftSI! derContai n er 0 Relaunch to update 2/7/24, 12:02 PM A"ecipitation Frequency Data Server NOAA Atlas 14, Volume 6, Version 2 Location name: Fontana, California, USA* Latitude: 34.1078°, Longitude: -117.4065° Elevation: m/ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Sarah Dietz, Sarah Heim, Lillian Hiner, Kazungu Maitaria, Deborah Martin, Sandra Pavlovic, lshani Roy, Cari Trypaluk, Dale Unruh, Fenglin Yan, Michael Yekta, Tan Zhao, Geoffrey Bonnin, Daniel Brewer; Li-Chuan Chen, Tye Parzybok, John Yarchoan NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF gra~ I ~ps & aerials PF tabular !I PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 B l Average recurrence interval (years) ~---- I 1 ii 2 II 5 II 10 II 25 II 50 II 100 II 200 II 500 ii 1000 I ~ 0.124 I 0.162 0.212 0.254 0.312 0.357 0.404 I 0.454 0.523 I 0.578 I 0.104-0.151) (0.135-0.197) (0.176-0.259) 0.209-0.312) (0.248-0.396) (0.278-0.464) 0.306-0.538) (0.334-0.622) (0.369-0.748) (0.394-0.858) I 10-min ! 0.178 0.232 0.304 0.364 0.447 0.512 0.579 0.650 0.749 I 0.829 I (0.148-0.216) (0.193-0.282) (0.252-0.371) (0.299-0.447) (0.355-0.568) (0.398-0.665) 0.439-0. 772) (0.479-0.892) (0.529-1.07) (0.565-1.23) 1 15-min I 0.215 0.281 0.368 0.440 0.540 0.619 0.700 0.786 0.906 1.00 (0.179-0.261) (0.234-0.341) (0.305-0.449) (0.362-0.541) (0.429-0.687) (0.481-0.804) (0.531-0.933) (0.579-1.08) (0.640-1.30) (0.683-1.49) 1 30-min I 0.322 0.420 0.551 0.659 0.808 0.926 1.05 1.18 1.36 1.50 (0.268-0.391) (0.350-0.511) (0.457-0.671) (0.542-0.809) (0.642-1.03) (0.720-1.20) (0.794-1 .40) (0.866-1.61) (0.957-1.94) (1.02-2.22) I so-min I 0.480 0.626 0.820 0.981 1.20 1.38 1.56 1.75 2.02 2.23 (0.400-0.582) (0.521-0. 760) (0.680-0.999) (0.807-1.20) (0.956-1.53) ( 1.07-1. 79) { 1.18-2.08) ( 1.29-2.40) ( 1.42-2.89) ( 1.52-3.31) G 0.715 0.926 1.20 1.43 1.74 1.98 2.22 2.48 2.83 3.10 (0.596-0.868) (0.770-1.12) (0.997-1.46) (1.18-1.76) (1.38-2.21) ( 1.54-2.57) { 1.68-2.96) ( 1.82-3.40) (2.00-4.05) (2.12-4.60) G 0.905 I 1.17 1.51 1.79 2.17 2.46 2.75 I 3.06 3.48 3.81 I (0.753-1.10) (0.971-1.42) (1.25-1.84) ( 1.4 7-2.20) (1. 72-2.76) (1.91-3.19) (2.09-3.67) (2.25-4.20) (2.45-4.98) (2.59-5.64) E] 1.31 1.69 2.18 2.58 3.11 3.51 3.92 4.33 4.89 5.33 ( 1.09-1.59) ( 1.41-2.06) (1.81-2.66) (2.12-3.17) (2.47-3.95) (2. 73-4.56) (2.97-5.22) (3.19-5.94) (3.45-7.00) (3.63-7.90) B 1.77 2.29 2.96 3.49 4.19 4.71 5.24 5.77 6.48 7.02 (1.47-2.15) ( 1.91-2. 78) (2.45-3.60) (2 .87-4.28) (3.33-5.32) (3.66-6.12 ) (3.97-6.98) (4.25-7.91) (4.57-9.27) (4.78-10.4) I 24-hr J 2.40 3.14 4.08 4.82 5.79 6.52 7.24 7.96 8.91 9.63 (2.13-2.77) (2. 78-3.62) (3.60-4.72) ( 4.22-5.62) (4.91-6.98) (5.41-8.02) (5.86-9.12) (6.27-10.3) (6.74-12.0) (7.04-13.4) I 2-day l 2.93 3.92 5.18 6.19 7.54 8.57 9.60 10.6 12.1 13.1 I (2.60-3.38) .J..3.46-4.52) (4.56-5.99) (5.42-7.22) (6.39-9.09) (7.11-10.5) (7.78-12.1 ) (8.39-13.8) (9.12-16.3 ),_ (9.61-18.3) https ://hdsc.nw s .noaa.gov/pf ds/pf ds_printpage.html?lat=34.1078&Ion=-117.4065&data=depth&units=eng lish&series=pds 1/6 2/7/24, 12:02 PM Precipitation Frequency Data Server 3-day I 3.14 4.26 5.73 6.93 8.57 9.84 11 .1 12.5 14.3 15.8 (2. 78-3.6 1) ( 3. 77-4.91 ) (5.05-6.63 ) (6.06-8.08 ) (7.26-10.3) (8.16-12.1) (9.02-14.0) (9.83-16.2) (10.8-19.3 ) ( 11.5-22.0) I ~ay I 3.36 4.61 6.26 7.62 9.50 11.0 12.5 14.1 16.3 1B.O (2.97-3.87)_ (4.07-5.32) (5.52-7 .24) (6.67-8.89)_ (8.05-11 .5) (9.10-13.5) {10.1-15.7)_ (11.1-1 8.2) (1 2.3-2 1.9) ( 13 .2-25.1) I 7-day I 3.83 5.32 7.29 8.93 11.2 13.D 14.8 16.8 19.5 21.6 (3.39-4.4 1) (4.70-6.1 3) (6.43-8.43) (7.81 -10.4) (9.48-13.5) ( 10.8-16.0 ) (1 2.0-18.7) ( 13.2-21. 7) (14.7-~.3 ) ( 15.8-30..2 ) I 10-ctay I 41.15 5.80 8.00 9.83 12A 14.4 16.5 18.7 21.8 24.2 (3.BB-4.78) (5.13-6.B9) (7 .05-9.25) (8.80-11 .5) (1 0.5-1 4,9} (11 .9-1 7.7) (1 3.4-20.8 ) ( 14. 7-24 .2 ) (16.5-29.4 ) ( 17, 7 -33. 8) I 20-day I 5.00 7.04 9.80 12.1 15.4 18.0 20.7 23.7 27.8 31.1 (4.42-5.76 ) (6.23-8 .12) (8.65-11.3 ) (10.6-14.1) ( 13.0-18.5) (14.9-22.1 ) ( 16.8-26.1) ( 18.6-30.6) (21.0-37.5 ) (22 .8-43.4) I 30-day I 5.87 8.28 11.6 14.3 18.3 21.-1, 24.8 28.4 33.5 37.7 (5.19-6.76) (7 .32-9.55) (10.2-13.4) (1 2.5-16.7) ( 15.5-22.0) ( 17 .8-26.4) (20.1-3 1.2) (22.4-36.8) (25.4-45.2 ) (27.6-52.7) I 45-day I 7 .01 9.82 13.7 17.0 21.7 25..5 29.6 34.0 40.3 45.6 (6.20-8 .00 ) (8 .BS-11 .3) (1 2.1-15.8 ) (14.9-19.8 ) ( 18.4-26.1 ) (21 .1-31 .3) (23.9-37 .2) (26.8-44.0) (30 .5-54 .4) (33.3-63 .6) I so-day J 8.18 I 11A I 15.7 19.5 24.9 29.3 I 34.0 39.2 46.6 52.8 (7.24-9.43) (10.0-13.1) ( 13.9-18.2) (17.0-22.7) (21.1-30.0) (24.3-36.0 ) (27.5-42.8 ) (30.9-50.7) (36.3-62 .9) (38,6-73.7) 1 R'ecipitatiln frec,Jency {PF) estill'Btes in this table are based en frequency analy sis of partial duration series (PDS). Nurmers in paren1hesis are PF estimates at low er and upper bounds of the 90% confidence interv al. The probability thet precipitation frequency estimates (for a pven duration and average recurrence int6f'Val) w ii be greater than the upper bou nd (or less than the low er bound) is 5%. Estirretes at upper bounds are not ohecked against probable nmirrum precipitation (RvP) estirrates and may be higher than c urrently vald RvPv alues. Please ref er to t<>AAA tlas 14 docurrent fc.-rrore inforrrati:m . Back to JoP- PF graphical https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=34.1078&Ion=-117.4065&data=depth&units=english&series=pds 2/f, 2/7/24, 12:02 PM A"ecipitation Frequency Data Server PDS-based depth-duration-frequency (DDFl curves latitude: 34. lOJBD. 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S anta Ana• Pa1mDes~t• •1nd10 Barbara Oxnard .o ' side • 100km 60mi Large scale map T3g~ Lancaster 0 0 Palmdale 1c torvme an ta Clarita ~~ngel An heirh Long Beact,iS' i 100km • • 60mi Large scale aerial https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=34.1078&Ion=-117.4065&data=depth&units=english&series=pds 2/7/24, 12:02 PM A"ecipitation Frequency Data Server Back 1P Joo ~partmeot ot commerce NationaJ oceanic and ,o,trnospherjcAdministration National Weather Seryice Najipnal Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC Ouestjops@noaa ~ QiscJaimec https ://hdsc.nw s .noaa.gov/pf ds/pf ds_printpage.html?lat=34.1078&Ion=-117.4065&data=depth&units=eng lish&series=pds 6/6 Curve {I) ~umbers of Hidro•n1.;~ ~y-Cover !.omolexes For Pervious Areas-AMC II Quality of s.u rll'CIIJD . Cover Type (3) Cover (2) A B C D NATURAL COVERS- Barren 78 86 91 93 (Rockland, eroded and graded land) Chaparral, Broadleaf Poor ,3 70 80 8, (Manzonita, ceanothus and scrub oak) Fair 40 63 '' 81 Good 31 ,1 71 78 Chaparral, Narrowleaf Poor 71 I 82 88 I 91 (Chamise and redshank) Fair " I 72 81 86 Grass, Annual or Perennial Poor 67 71 86 89 Fair .so 69 79 84 Good 31 61 74 80 Meadows or Cienegas Poor 63 77 8, 88 (Areas with seasonally high water table, Fair ,1 70 80 84 pr inclpal vegetation is sod forming grass) Good 30 ,8 71 78 Open Brush Poor 62 76 14 88 (Soft wood shrubs -buckwheat, sage, etc.) Fair 46 66 77 83 Good 41 63 1, 81 Woodland Poor 4, 66 77 83 (Coniferous or broadleaf trees predominate. Fair 36 60 73 79 Canopy density is at least ,o percent.) Good 2, " 70 77 I Woodland, Grass Poor ,1 73 82 86 (Coniferous or broadleaf trees with canopy Fair 44 6, 77 12 density from 20 to ,o percent) Good 33 ,8 72 79 URBAN COVERS - Residential or Commercial Landscaping Good 32 ,6 69 1, (Lawn, shrubs, etc.) Turf Poor ,8 74 83 87 (Irrigated and mowed grass) Fair 44 6, 77 82 Good 33 ,8 72 79 AGRICULTURAL COVERS - Fallow 77 86 91 94 (Land plowed but not tilled or seeded) SAN BERNARDINO COUNTY CURVE NUMBERS FOR HYDROLOGY MANUAL PERVIOUS AREAS C-6 Figure C-3 {I of 2) Q!rve ~ 1 l tf!!mbers of H1drolg lc Soil-Cover 5=!ml!!exe1 Por Perv ious Areu-AM!. g Quality of Soll CrDUD Cover Type (3) Cover (2) A B C D AGRICULTURAL ~QVES~ (Continued) Legumes, Close Seeded Poor '' 77 8' 19 (Alfalfa, sweetclover, timothy, etc.) Good .51 72 11 i, Orchards, Evergreen Poor ,1 73 12 16 (Citrus, avocados, etc.) Fair •• '' 77 12 Good • 33 .51 72 79 Pasture, Dryland Poor ,a 79 a, 1, 1 (Annual grasses) Fair 49 ,, 79 llf Good 39 ,1 71J 10 I Pasture, Irrigated Poor ,. 71f 83 17 I (Legumes and pereMlal grass) Falr "" '' 77 12 Good 33 .,. 72 79 Row Crops Poor I 72 11 88 91 (Field crops -tomatoes, sugar beets, etc.) Good ,1 71 8' 19 Small grain Poor '' 76 llf II (Wheat, oats, barley, etc.) Good ,3 1, 83 17 I Notes: 1. All curve numbers are for Antecedent Moisture Conditioh (AMC) II. 2. Quality of cover definitions: Poor-Heavily grazed, regularly burned areas, or areas of high burn potential. Less than 50 percent of the ground surface is protected by plant cover or brush and tree canopy. Fair-Moderate cover with SO percent to 7 5 percent of the ground surface protected. Good-Heavy or dense cover with more than 75 percent of the ground surface protected. ( See Figure C-Z for definition of cover types. I . I I SAN BERNARDINO COUNTY CURVE NUMBERS FOR HYDROLOGY MANUAL PERVIOUS AREAS I c-7 Figure C-3 (2 of 2) ACTUAL IMPERVIOUS COVER I Recommended Value For Average Land Use (l) Range-Percent I Conditions-Percent (2) Natural or Agriculture 0 -0 0 Public Park 10 -25 15 School 30 -50 40 Single Family Residential: (3) 2.5 acre lots 5 -15 10 1 acre lots 10 -25 20 2 dwellings/acre 20 -40 30 3-4 dwellings/acre 30 -50 40 5-7 dwellings/acre 35 -55 50 8-10 dwellings/acre 50 -70 60 More than 10 dwellings/acre 65 -90 80 Multiple Family Residential: Condominiums 45 -70 65 Apartments 65 -90 80 Mobile Home Park 60 -85 75 Commercial, Downtown Business or Industrial 80 -100 90 Notes: 1. Land use should be based on ultimate development of the watershed. Long range master plans for the County and incorporated cities should be reviewed to insure reasonable land use assumptions. 2. Recommended values are based on average conditions which may not apply to a particular study area. The percentage impervious may vary greatly even on comparable sized lots due to differences in dwelling size, improvements, etc. Landscape practices should also be considered as it is common in some areas to use ornamental gravels underlain by impervious plastic materials in place of lawns and shrubs. A field investigation of a study area shall always be made, and a review of aerial photos, where available, may assist in estimating the percentage of impervious cover in developed areas. 3. For typical equestrian subdivisions increase impervious area 5 percent over the values recommended in the table above. SAN BERNARDINO COUNTY HYDROLOGY MANUAL C-8 ACTUAL IMPERVIOUS COVER FOR DE VELO PED AREAS Figure C-4 C.5. ANTECEDENT MOISTURE CONDITION (AMC) The definitions for the AMC classifications are: AMC I: Lowest runoff potential. The watershed soils are dry enough to allow satisfactory grading or cultivation to take place. AMC II: Moderate runoff potential; an average study condition. AMC III: Highest runoff potential. The watershed is practically saturated from antecedent rains. Heavy rainfall or light rainfall and low temperatures have occurred within the last five days. For runoff hydrograph studies based on this manual it is assumed that a low AMC index (high loss rates) will be used in developing short return period storms, and a moderate to high AMC index (low loss rates) will be used in developing longer return period storms (e.g., 100 year). For the purposes of design hydrology, A MC I will be used for the 2-and 5-year return frequency storms. For the case of 10-, 25-, 50-year return frequency design storms, AMC II will be used. For 100-year storm analysis, AMC III shall be used. In detention basin design studies, AMC III conditions shall be considered in order to identify any downstream flooding potential. C.5.1. Adjustment of Curve Numbers (CN) for AMC The CN values selected for a particular soil cover type and quality also depend upon the AMC condition assumed. The CN values listed in Figure C-3 correspond to AMC II and require adjustment in order to represent either AMC I or AMC III. Table C.l provides the necessary CN adjustments to account for AMC changes for hydrologic studies in San Bernardino County. C-9 TABLE C.l. CURVE NUMBER RELATIONSHIPS CN for AMC Condition II Corresponding CN for AMC Condition 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 C.6. ESTIMATION OF LOSS RATES I 100 87 78 70 63 57 51 45 40 35 31 27 23 19 15 12 9 7 4 2 0 Ill 100 99 98 97 94 91 87 83 79 75 70 65 60 55 50 45 39 33 26 17 0 In estimating loss rates for design hydrology, a watershed curve number (CN) is determined for each soil-cover complex within the watershed using Figure C-3. The working range of CN values is between O and 98, where a low CN indicates low runoff potential (high infiltration), and a high CN indicates high runoff potential (low infiltration). Selection of a CN takes into account the major factors affecting loss rates on pervious surfaces including the hydrologic soil group, cover type and quality, and antecedent moisture condition (AMC). Also included in the CN selection are the effects of "initial abstraction" (Ia) which represents the combined effects of other effective rainfall losses including depression storage, vegetation interception, evaporation, and trans­ piration, among other factors. C-10 **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS-PRE-DEVELOPED CONDITION * * 100-YR STORM EVENT * ************************************************************************** FILE NAME: MAPLE.DAT TIME/DATE OF STUDY: 16:33 07/22/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 36.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 1.2000 0.90 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth= 0.00 FEET as (Maximum Allowable Street Flow Depth) -(Top-of-Curb) 2. (Depth)*(Velocity) Constraint= 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) ELEVATION DATA: UPSTREAM(FEET) = 810.00 1320.00 DOWNSTREAM(FEET) Tc= K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 23.156 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.125 SUBAREA Tc AND LOSS RATE DATA(AMC II): 1306.00 DEVELOPMENT TYPE/ SCS SOIL AREA Fp (INCH/HR) Ap SCS Tc LAND USE GROUP (ACRES) (DECIMAL) CN (MIN.) NATURAL FAIR COVER "OPEN BRUSH" A 8.50 0.86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 1.000 46 23.16 SUBAREA RUNOFF(CFS) TOTAL AREA(ACRES) END OF STUDY SUMMARY: TOTAL AREA(ACRES) EFFECTIVE AREA(ACRES) AREA-AVERAGED Fp(INCH/HR) PEAK FLOW RATE(CFS) 9.67 8.50 PEAK FLOW RATE(CFS) 8.5 TC(MIN.) 9.67 23.16 8.50 AREA-AVERAGED Fm(INCH/HR)= 0.86 0.86 AREA-AVERAGED Ap = 1.000 9.67 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS-PRE-DEVELOPED CONDITION * * 25-YR STORM EVENT * ************************************************************************** FILE NAME: MAPLE.DAT TIME/DATE OF STUDY: 16:23 07/22/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 36.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.9810 0.90 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth= 0.00 FEET as (Maximum Allowable Street Flow Depth) -(Top-of-Curb) 2. (Depth)*(Velocity) Constraint= 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) ELEVATION DATA: UPSTREAM(FEET) = 810.00 1320.00 DOWNSTREAM(FEET) Tc= K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 23.156 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 1.737 SUBAREA Tc AND LOSS RATE DATA(AMC II): 1306.00 DEVELOPMENT TYPE/ SCS SOIL AREA Fp (INCH/HR) Ap SCS Tc LAND USE GROUP (ACRES) (DECIMAL) CN (MIN.) NATURAL FAIR COVER "OPEN BRUSH" A 8.50 0.86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 1.000 46 23.16 SUBAREA RUNOFF(CFS) TOTAL AREA(ACRES) END OF STUDY SUMMARY: TOTAL AREA(ACRES) EFFECTIVE AREA(ACRES) AREA-AVERAGED Fp(INCH/HR) PEAK FLOW RATE(CFS) 6.71 8.50 PEAK FLOW RATE(CFS) 8.5 TC(MIN.) 6.71 23.16 8.50 AREA-AVERAGED Fm(INCH/HR)= 0.86 0.86 AREA-AVERAGED Ap = 1.000 6.71 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS-PRE-DEVELOPED CONDITION * * 10-YR STORM EVENT * ************************************************************************** FILE NAME: MAPLE.DAT TIME/DATE OF STUDY: 14:18 08/05/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 36.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.8200 0.90 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) I ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth= 0.00 FEET as (Maximum Allowable Street Flow Depth) -(Top-of-Curb) 2. (Depth)*(Velocity) Constraint= 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) ELEVATION DATA: UPSTREAM(FEET) = 810.00 1320.00 DOWNSTREAM(FEET) Tc= K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 23.156 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.452 SUBAREA Tc AND LOSS RATE DATA(AMC I): 1306.00 DEVELOPMENT TYPE/ SCS SOIL AREA Fp (INCH/HR) Ap SCS Tc LAND USE GROUP (ACRES) (DECIMAL) CN (MIN.) NATURAL FAIR COVER "OPEN BRUSH" A 8.50 1. 00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 1.00 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 1.000 28 23.16 SUBAREA RUNOFF(CFS) TOTAL AREA(ACRES) END OF STUDY SUMMARY: TOTAL AREA(ACRES) EFFECTIVE AREA(ACRES) AREA-AVERAGED Fp(INCH/HR) PEAK FLOW RATE(CFS) 3.49 8.50 PEAK FLOW RATE(CFS) 8.5 TC(MIN.) 3.49 23.16 8.50 AREA-AVERAGED Fm(INCH/HR)= 1.00 1.00 AREA-AVERAGED Ap = 1.000 3.49 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS-PRE-DEVELOPED CONDITION * * 2-YR STORM EVENT * ************************************************************************** FILE NAME: MAPLE.DAT TIME/DATE OF STUDY: 16:11 07/22/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 2.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 36.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.6260 0.90 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) I ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth= 0.00 FEET as (Maximum Allowable Street Flow Depth) -(Top-of-Curb) 2. (Depth)*(Velocity) Constraint= 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) ELEVATION DATA: UPSTREAM(FEET) = 810.00 1320.00 DOWNSTREAM(FEET) Tc= K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 23.156 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.108 SUBAREA Tc AND LOSS RATE DATA(AMC I): 1306.00 DEVELOPMENT TYPE/ SCS SOIL AREA Fp (INCH/HR) Ap SCS Tc LAND USE GROUP (ACRES) (DECIMAL) CN (MIN.) NATURAL FAIR COVER "OPEN BRUSH" A 8.50 1. 00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 1.00 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 1.000 28 23.16 SUBAREA RUNOFF(CFS) TOTAL AREA(ACRES) END OF STUDY SUMMARY: TOTAL AREA(ACRES) EFFECTIVE AREA(ACRES) AREA-AVERAGED Fp(INCH/HR) PEAK FLOW RATE(CFS) 1.06 8.50 PEAK FLOW RATE(CFS) 8.5 TC(MIN.) 1.06 23.16 8.50 AREA-AVERAGED Fm(INCH/HR)= 1.00 1.00 AREA-AVERAGED Ap = 1.000 1.06 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS-DEVELOPED CONDITION * * 100-YR STORM EVENT * ************************************************************************** FILE NAME: MAPLE.DAT TIME/DATE OF STUDY: 16:42 07/22/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 36.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 1.5600 0.90 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth= 0.00 FEET as (Maximum Allowable Street Flow Depth) -(Top-of-Curb) 2. (Depth)*(Velocity) Constraint= 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 730.00 INITIAL SUBAREA FLOW-LENGTH(FEET) ELEVATION DATA: UPSTREAM(FEET) = 1320.00 DOWNSTREAM(FEET) 1307.30 Tc= K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.552 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.698 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Ap SCS LAND USE GROUP (ACRES) Fp (INCH/HR) 0.74 (DECIMAL) CN COMMERCIAL A 4.90 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 20.39 0.100 52 Tc (MIN.) 9.55 TOTAL AREA(ACRES) = 4.90 PEAK FLOW RATE(CFS) = 20.39 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN.) = 9.55 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.698 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL LAND USE COMMERCIAL GROUP A AREA (ACRES) 3.60 Fp (INCH/HR) 0.74 Ap (DECIMAL) 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 scs CN 52 SUBAREA AREA(ACRES) = 3.60 SUBAREA RUNOFF(CFS) = 14.98 EFFECTIVE AREA(ACRES) = 8.50 AREA-AVERAGED Fm(INCH/HR) 0.07 AREA-AVERAGED Fp(INCH/HR) 0.74 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 8.5 PEAK FLOW RATE(CFS) = 35.38 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1307.30 DOWNSTREAM(FEET) FLOW LENGTH(FEET) = 222.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 36.000 DEPTH OF FLOW IN 36.0 INCH PIPE IS 20.5 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 8.49 ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 35.38 PIPE TRAVEL TIME(MIN.) = LONGEST FLOWPATH FROM NODE END OF STUDY SUMMARY: 0.44 Tc (MIN.) = 0.00 TO NODE 8. 5 TC (MIN. ) = 9.99 2.00 9.99 1305.50 1 952.00 FEET. TOTAL AREA(ACRES) EFFECTIVE AREA(ACRES) AREA-AVERAGED Fp(INCH/HR) PEAK FLOW RATE(CFS) 8.50 AREA-AVERAGED Fm(INCH/HR)= 0.07 0.74 AREA-AVERAGED Ap = 0.100 35.38 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS-DEVELOPED CONDITION * * 25-YR STORM EVENT * ************************************************************************** FILE NAME: MAPLE.DAT TIME/DATE OF STUDY: 16:47 07/22/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 36.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 1.2000 0.90 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth= 0.00 FEET as (Maximum Allowable Street Flow Depth) -(Top-of-Curb) 2. (Depth)*(Velocity) Constraint= 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 730.00 INITIAL SUBAREA FLOW-LENGTH(FEET) ELEVATION DATA: UPSTREAM(FEET) = 1320.00 DOWNSTREAM(FEET) 1307.30 Tc= K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.552 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.614 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Ap SCS LAND USE GROUP (ACRES) Fp (INCH/HR) 0.74 (DECIMAL) CN COMMERCIAL A 4.90 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 15.61 0.100 52 Tc (MIN.) 9.55 TOTAL AREA(ACRES) = 4.90 PEAK FLOW RATE(CFS) = 15.61 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN.) = 9.55 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.614 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL LAND USE COMMERCIAL GROUP A AREA (ACRES) 3.60 Fp (INCH/HR) 0.74 Ap (DECIMAL) 0.100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 scs CN 52 SUBAREA AREA(ACRES) = 3.60 SUBAREA RUNOFF(CFS) = 11.47 EFFECTIVE AREA(ACRES) = 8.50 AREA-AVERAGED Fm(INCH/HR) 0.07 AREA-AVERAGED Fp(INCH/HR) 0.74 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 8.5 PEAK FLOW RATE(CFS) = 27.08 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1307.30 DOWNSTREAM(FEET) FLOW LENGTH(FEET) = 222.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 36.000 DEPTH OF FLOW IN 36.0 INCH PIPE IS 17.5 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 7.96 ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 27.08 PIPE TRAVEL TIME(MIN.) = LONGEST FLOWPATH FROM NODE END OF STUDY SUMMARY: 0.46 Tc (MIN.) = 0.00 TO NODE 8. 5 TC (MIN. ) = 10.02 2.00 10.02 1305.50 1 952.00 FEET. TOTAL AREA(ACRES) EFFECTIVE AREA(ACRES) AREA-AVERAGED Fp(INCH/HR) PEAK FLOW RATE(CFS) 8.50 AREA-AVERAGED Fm(INCH/HR)= 0.07 0.74 AREA-AVERAGED Ap = 0.100 27.08 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS-DEVELOPED CONDITION * * 10--YR STORM EVENT * ************************************************************************** FILE NAME: MAPLE.DAT TIME/DATE OF STUDY: 16:51 07/22/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 36.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.9810 0.90 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth= 0.00 FEET as (Maximum Allowable Street Flow Depth) -(Top-of-Curb) 2. (Depth)*(Velocity) Constraint= 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 730.00 INITIAL SUBAREA FLOW-LENGTH(FEET) ELEVATION DATA: UPSTREAM(FEET) = 1320.00 DOWNSTREAM(FEET) 1307.30 Tc= K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.552 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.955 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Ap SCS LAND USE GROUP (ACRES) Fp (INCH/HR) 0.98 (DECIMAL) CN COMMERCIAL A 4.90 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 12.60 0.100 32 Tc (MIN.) 9.55 TOTAL AREA(ACRES) = 4.90 PEAK FLOW RATE(CFS) = 12.60 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN.) = 9.55 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = SUBAREA LOSS RATE DATA(AMC II): 2.955 DEVELOPMENT TYPE/ SCS SOIL AREA (ACRES) 3.60 Fp (INCH/HR) 0.98 Ap SCS LAND USE COMMERCIAL GROUP A (DECIMAL) CN 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 3.60 SUBAREA RUNOFF(CFS) = 9.26 EFFECTIVE AREA(ACRES) = 8.50 AREA-AVERAGED Fm(INCH/HR) 0.10 AREA-AVERAGED Fp(INCH/HR) 0.98 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 8.5 PEAK FLOW RATE(CFS) = 21.86 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1307.30 DOWNSTREAM(FEET) FLOW LENGTH(FEET) = 222.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 36.000 DEPTH OF FLOW IN 36.0 INCH PIPE IS 15.5 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 7.53 ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 21.86 PIPE TRAVEL TIME(MIN.) = LONGEST FLOWPATH FROM NODE END OF STUDY SUMMARY: TOTAL AREA(ACRES) EFFECTIVE AREA(ACRES) AREA-AVERAGED Fp(INCH/HR) PEAK FLOW RATE(CFS) 0.49 Tc (MIN.) = 0.00 TO NODE 8. 5 TC (MIN. ) = 10.04 2.00 10.04 8.50 0.98 21.86 AREA-AVERAGED Fm(INCH/HR)= AREA-AVERAGED Ap = 0.100 END OF RATIONAL METHOD ANALYSIS 1305.50 1 952.00 FEET. 0.10 **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS-DEVELOPED CONDITION * * 2-YR STORM EVENT * ************************************************************************** FILE NAME: MAPLE.DAT TIME/DATE OF STUDY: 16:57 07/22/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 2.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 36.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.6260 0.90 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth= 0.00 FEET as (Maximum Allowable Street Flow Depth) -(Top-of-Curb) 2. (Depth)*(Velocity) Constraint= 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< 730.00 INITIAL SUBAREA FLOW-LENGTH(FEET) ELEVATION DATA: UPSTREAM(FEET) = 1320.00 DOWNSTREAM(FEET) 1307.30 Tc= K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.552 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.885 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Ap SCS LAND USE GROUP (ACRES) Fp (INCH/HR) 0.98 (DECIMAL) CN COMMERCIAL A 4.90 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 7.88 0.100 32 Tc (MIN.) 9.55 TOTAL AREA(ACRES) = 4.90 PEAK FLOW RATE(CFS) = 7.88 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN.) = 9.55 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = SUBAREA LOSS RATE DATA(AMC II): 1.885 DEVELOPMENT TYPE/ SCS SOIL AREA (ACRES) 3.60 Fp (INCH/HR) 0.98 Ap SCS LAND USE COMMERCIAL GROUP A (DECIMAL) CN 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 3.60 SUBAREA RUNOFF(CFS) = 5.79 EFFECTIVE AREA(ACRES) = 8.50 AREA-AVERAGED Fm(INCH/HR) 0.10 AREA-AVERAGED Fp(INCH/HR) 0.98 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 8.5 PEAK FLOW RATE(CFS) = 13.68 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE= 31 >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ELEVATION DATA: UPSTREAM(FEET) = 1307.30 DOWNSTREAM(FEET) FLOW LENGTH(FEET) = 222.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 36.000 DEPTH OF FLOW IN 36.0 INCH PIPE IS 12.0 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) 6.63 ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES PIPE-FLOW(CFS) = 13.68 PIPE TRAVEL TIME(MIN.) = LONGEST FLOWPATH FROM NODE END OF STUDY SUMMARY: TOTAL AREA(ACRES) EFFECTIVE AREA(ACRES) AREA-AVERAGED Fp(INCH/HR) PEAK FLOW RATE(CFS) 0.56 Tc (MIN.) = 0.00 TO NODE 8. 5 TC (MIN. ) = 10.11 2.00 10.11 8.50 0.98 13.68 AREA-AVERAGED Fm(INCH/HR)= AREA-AVERAGED Ap = 0.100 END OF RATIONAL METHOD ANALYSIS 1305.50 1 952.00 FEET. 0.10 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 -2018, Version 9.0 Study date 07/29/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardino County Synthetic Unit Hydrology Method Manual date -August 1986 Program License Serial Number 6484 DIVERSIFED-MAPLE AVE UH ANALYSIS-DEVELOPED CONDITION 100-YR STORM EVENT Storm Event Year= 100 Antecedent Moisture Condition 3 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 100 8.50 1 1.56 Rainfall data for year 100 8.50 Rainfall data for year 100 6 8.50 24 3.92 7.24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm******** SCS curve SCS curve No. (AMCII) NO. (AMC 3) 32.0 52.0 Area (Ac.) 8.50 Area Fraction 1.000 Area-averaged adjusted loss rate Fm (In/Hr) Fp (Fig C6) Ap (In/Hr) (dee.) 0.785 0.100 0.079 ********* Area-Averaged low loss rate fraction, Yb ********** Area (Ac.) 0.85 7.65 Area Fract 0.100 0.900 SCS CN (AMC2) 32.0 98.0 SCS CN (AMC3) 52.0 98.0 s 9.23 0.20 Area-averaged catchment yield fraction, Y 0.898 Area-averaged low loss fraction, Yb= 0.102 Pervious Yield Fr 0.275 0. 967 Fm (In/Hr) 0.079 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area= 8.50(Ac.) Catchment Lag time 0.150 hours Unit interval= 5.000 minutes Unit interval percentage of lag time= 55.6297 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.079(In/Hr) Average low loss rate fraction (Yb) = 0.102 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall= Computed peak 30-minute rainfall Specified peak 1-hour rainfall= Computed peak 3-hour rainfall= Specified peak 6-hour rainfall= Specified peak 24-hour rainfall= 0.577(In) l.182(In) l.560(In) 2.745(In) 3.920(In) 7.240(In) Rainfall depth area reduction factors: Usingatotalareaof 8.50(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall 0.577(In) 30-minute factor = 1.000 Adjusted rainfall l.182(In) 1-hour factor 1.000 Adjusted rainfall l.559(In) 3-hour factor = 1.000 Adjusted rainfall 2.744(In) 6-hour factor = 1.000 Adjusted rainfall 3.920(In) 24-hour factor = 1.000 Adjusted rainfall 7.240(In) U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval Number 1 2 3 4 5 6 7 Peak Unit Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 (K 'S' Graph Mean values 102.80 5.627 36.292 76.965 93.551 98.195 99.307 100.000 Unit Hydrograph ((CFS)) (CFS)) 5.784 31.523 41.811 17.050 4. 775 1.143 0.712 Adjusted mass rainfall Unit rainfall (In) (In) 0.5771 0.5771 0.7615 0.1844 0.8956 0.1341 1.0049 0.1092 1.0987 0.0938 1.1818 0.0831 1.2570 0.0752 1.3259 0.0690 1.3899 0.0640 1.4497 0.0598 1.5060 0.0563 1.5594 0.0533 1.6249 0.0656 1.6881 0.0632 1.7491 0.0610 1.8082 0.0591 1.8655 0.0573 1.9212 0.0557 1. 97 54 0.0542 2.0282 0.0528 2.0797 0.0516 2.1301 0.0504 2.1794 0.0493 2. 2277 0.0483 2.2750 0.0473 2.3213 0.0464 2.3669 0.0455 28 2.4116 0.0447 29 2.4555 0.0439 30 2.4987 0.0432 31 2.5412 0.0425 32 2.5831 0.0419 33 2.6243 0.0412 34 2.6649 0.0406 35 2.7050 0.0400 36 2.7445 0.0395 37 2.7834 0.0389 38 2.8219 0.0384 39 2.8598 0.0379 40 2.8973 0.0375 41 2.9343 0.0370 42 2.9709 0.0366 43 3.0071 0.0362 44 3.0428 0.0358 45 3.0782 0.0354 46 3.1132 0.0350 47 3.1478 0.0346 48 3.1821 0.0343 49 3.2160 0.0339 50 3.2496 0.0336 51 3.2829 0.0333 52 3.3158 0.0329 53 3.3485 0.0326 54 3.3808 0.0323 55 3.4129 0.0321 56 3.4446 0.0318 57 3.4761 0.0315 58 3.5074 0.0312 59 3.5383 0.0310 60 3.5691 0.0307 61 3.5995 0.0305 62 3.6298 0.0302 63 3.6597 0.0300 64 3.6895 0.0298 65 3.7190 0.0295 66 3.7484 0.0293 67 3.7775 0.0291 68 3.8063 0.0289 69 3.8350 0.0287 70 3.8635 0.0285 71 3.8918 0.0283 72 3.9199 0.0281 73 3.9439 0.0240 74 3. 9677 0.0238 75 3.9914 0.0236 76 4.0148 0.0235 77 4.0381 0.0233 78 4.0612 0.0231 79 4.0842 0.0230 80 4.1070 0.0228 81 4.1297 0.0226 82 4.1521 0.0225 83 4.1745 0.0223 84 4. 1967 0.0222 85 4.2187 0.0220 86 4.2406 0.0219 87 4.2623 0.0218 88 4.2840 0.0216 89 4.3054 0.0215 90 4.3268 0.0213 91 4.3480 0.0212 92 4.3691 0.0211 93 4.3900 0.0210 94 4.4109 0.0208 95 4.4316 0.0207 96 4.4522 0.0206 97 4.4726 0.0205 98 4.4930 0.0203 99 4.5132 0.0202 100 4.5333 0.0201 101 4.5533 0.0200 102 4.5732 0.0199 103 4.5930 0.0198 104 4.6127 0.0197 105 4.6323 0.0196 106 4.6517 0.0195 107 4.6711 0.0194 108 4.6904 0.0193 109 4.7096 0.0192 110 4.7286 0.0191 111 4.7476 0.0190 112 4.7665 0.0189 113 4.7853 0.0188 114 4.8040 0.0187 115 4.8226 0.0186 116 4.8411 0.0185 117 4.8595 0.0184 118 4.8779 0.0183 119 4.8961 0.0183 120 4.9143 0.0182 121 4.9324 0.0181 122 4.9504 0.0180 123 4. 9683 0.0179 124 4.9861 0.0178 125 5.0039 0.0178 126 5.0216 0.0177 127 5.0392 0.0176 128 5.0567 0.0175 129 5.0741 0.0174 130 5.0915 0.0174 131 5.1088 0.0173 132 5.1260 0.0172 133 5.1432 0.0172 134 5.1602 0.0171 135 5.1773 0.0170 136 5.1942 0.0169 137 5.2111 0.0169 138 5.2279 0.0168 139 5.2446 0.0167 140 5.2613 0.0167 141 5.2779 0.0166 142 5.2944 0.0165 143 5.3109 0.0165 144 5.3273 0.0164 145 5.3436 0.0163 146 5.3599 0.0163 147 5.3761 0.0162 148 5.3923 0.0162 149 5.4084 0.0161 150 5.4244 0.0160 151 5.4404 0.0160 152 5.4563 0.0159 153 5.4721 0.0159 154 5.4879 0.0158 155 5.5037 0.0157 156 5.5194 0.0157 157 5.5350 0.0156 158 5.5506 0.0156 159 5.5661 0.0155 160 5.5816 0.0155 161 5.5970 0.0154 162 5.6123 0.0154 163 5.6276 0.0153 164 5.6429 0.0153 165 5.6581 0.0152 166 5.6732 0.0152 167 5.6883 0.0151 168 5.7034 0.0151 169 5.7184 0.0150 170 5.7333 0.0150 171 5.7482 0.0149 172 5.7631 0.0149 173 5.7779 0.0148 174 5.7927 0.0148 175 5.8074 0.0147 176 5.8220 0.0147 177 5.8367 0.0146 178 5.8512 0.0146 179 5.8658 0.0145 180 5.8802 0.0145 181 5.8947 0.0144 182 5.9091 0.0144 183 5.9234 0.0143 184 5. 9377 0.0143 185 5.9520 0.0143 186 5. 9662 0.0142 187 5.9804 0.0142 188 5.9945 0.0141 189 6.0086 0.0141 190 6.0226 0.0140 191 6.0366 0.0140 192 6.0506 0.0140 193 6.0645 0.0139 194 6.0784 0.0139 195 6.0923 0.0138 196 6.1061 0.0138 197 6.1199 0.0138 198 6.1336 0.0137 199 6.1473 0.0137 200 6.1609 0.0137 201 6.1745 0.0136 202 6.1881 0.0136 203 6.2017 0.0135 204 6.2152 0.0135 205 6.2286 0.0135 206 6.2421 0.0134 207 6.2554 0.0134 208 6.2688 0.0134 209 6.2821 0.0133 210 6.2954 0.0133 211 6.3087 0.0133 212 6.3219 0.0132 213 6.3351 0.0132 214 6.3482 0.0131 215 6.3613 0.0131 216 6.3744 0.0131 217 6.3874 0.0130 218 6.4004 0.0130 219 6.4134 0.0130 220 6.4264 0.0129 221 6.4393 0.0129 222 6.4522 0.0129 223 6.4650 0.0128 224 6.4778 0.0128 225 6.4906 0.0128 226 6.5034 0.0128 227 6.5161 0.0127 228 6.5288 0.0127 229 6.5414 0.0127 230 6.5540 0.0126 231 6.5666 0.0126 232 6.5792 0.0126 233 6.5917 0.0125 234 6.6043 0.0125 235 6.6167 0.0125 236 6.6292 0.0124 237 6.6416 0.0124 238 6.6540 0.0124 239 6.6663 0.0124 240 6.6787 0.0123 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 Unit Period (number) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 6.6910 6.7032 6.7155 6. 7277 6.7399 6.7521 6.7642 6.7763 6.7884 6.8004 6.8125 6.8245 6.8364 6.8484 6.8603 6. 8722 6.8841 6.8959 6. 9077 6.9195 6.9313 6.9430 6.9547 6. 9664 6.9781 6.9897 7.0013 7.0129 7.0245 7.0361 7.0476 7.0591 7.0705 7.0820 7.0934 7.1048 7.1162 7.1276 7.1389 7.1502 7.1615 7.1728 7.1840 7.1952 7.2064 7.2176 7.2288 7.2399 Unit Rainfall (In) 0.0111 0.0112 0.0112 0.0112 0.0113 0.0113 0.0113 0.0114 0.0114 0.0114 0. 0115 0. 0115 0. 0115 0.0116 0.0116 0.0116 0.0117 0.0117 0.0123 0.0123 0.0122 0.0122 0.0122 0.0122 0.0121 0.0121 0.0121 0.0121 0.0120 0.0120 0.0120 0.0119 0.0119 0.0119 0.0119 0. 0118 0. 0118 0. 0118 0. 0118 0.0117 0.0117 0.0117 0.0117 0.0116 0.0116 0.0116 0.0116 0. 0115 0. 0115 0. 0115 0. 0115 0. 0115 0.0114 0.0114 0.0114 0.0114 0.0113 0.0113 0.0113 0.0113 0.0112 0.0112 0.0112 0.0112 0.0112 0.0111 Unit Soil-Loss (In) 0. 0011 0. 0011 0. 0011 0. 0011 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 Effective Rainfall (In) 0.0100 0.0100 0.0101 0.0101 0.0101 0.0101 0.0102 0.0102 0.0102 0.0103 0.0103 0.0103 0.0104 0.0104 0.0104 0.0105 0.0105 0.0105 19 0. 0118 0.0012 0.0106 20 0. 0118 0.0012 0.0106 21 0. 0118 0.0012 0.0106 22 0.0119 0.0012 0.0107 23 0.0119 0.0012 0.0107 24 0.0119 0.0012 0.0107 25 0.0120 0.0012 0.0108 26 0.0120 0.0012 0.0108 27 0.0121 0.0012 0.0108 28 0.0121 0.0012 0.0109 29 0.0122 0.0012 0.0109 30 0.0122 0.0012 0.0109 31 0.0122 0.0013 0. 0110 32 0.0123 0.0013 0. 0110 33 0.0123 0.0013 0.0111 34 0.0124 0.0013 0.0111 35 0.0124 0.0013 0.0111 36 0.0124 0.0013 0.0112 37 0.0125 0.0013 0.0112 38 0.0125 0.0013 0.0113 39 0.0126 0.0013 0.0113 40 0.0126 0.0013 0.0113 41 0.0127 0.0013 0.0114 42 0.0127 0.0013 0.0114 43 0.0128 0.0013 0. 0115 44 0.0128 0.0013 0. 0115 45 0.0129 0.0013 0.0116 46 0.0129 0.0013 0.0116 47 0.0130 0.0013 0.0117 48 0.0130 0.0013 0.0117 49 0.0131 0.0013 0.0117 50 0.0131 0.0013 0. 0118 51 0.0132 0.0013 0. 0118 52 0.0132 0.0014 0.0119 53 0.0133 0.0014 0.0119 54 0.0133 0.0014 0.0120 55 0.0134 0.0014 0.0120 56 0.0134 0.0014 0.0121 57 0.0135 0.0014 0.0121 58 0.0135 0.0014 0.0122 59 0.0136 0.0014 0.0122 60 0.0137 0.0014 0.0123 61 0.0137 0.0014 0.0123 62 0.0138 0.0014 0.0124 63 0.0138 0.0014 0.0124 64 0.0139 0.0014 0.0125 65 0.0140 0.0014 0.0125 66 0.0140 0.0014 0.0126 67 0.0141 0.0014 0.0127 68 0.0141 0.0014 0.0127 69 0.0142 0.0015 0.0128 70 0.0143 0.0015 0.0128 71 0.0143 0.0015 0.0129 72 0.0144 0.0015 0.0129 73 0.0145 0.0015 0.0130 74 0.0145 0.0015 0.0130 75 0.0146 0.0015 0.0131 76 0.0147 0.0015 0.0132 77 0.0148 0.0015 0.0132 78 0.0148 0.0015 0.0133 79 0.0149 0.0015 0.0134 80 0.0150 0.0015 0.0134 81 0.0151 0.0015 0.0135 82 0.0151 0.0015 0.0136 83 0.0152 0.0016 0.0136 84 0.0153 0.0016 0.0137 85 0.0154 0.0016 0.0138 86 0.0154 0.0016 0.0138 87 0.0155 0.0016 0.0139 88 0.0156 0.0016 0.0140 89 0.0157 0.0016 0.0141 90 0.0157 0.0016 0.0141 91 0.0159 0.0016 0.0142 92 0.0159 0.0016 0.0143 93 0.0160 0.0016 0.0144 94 0.0161 0.0016 0.0144 95 0.0162 0.0017 0.0146 96 0.0163 0.0017 0.0146 97 0.0164 0.0017 0.0147 98 0.0165 0.0017 0.0148 99 0.0166 0.0017 0.0149 100 0.0167 0.0017 0.0150 101 0.0168 0.0017 0.0151 102 0.0169 0.0017 0.0151 103 0.0170 0.0017 0.0153 104 0.0171 0.0017 0.0153 105 0.0172 0.0018 0.0155 106 0.0173 0.0018 0.0155 107 0.0174 0.0018 0.0157 108 0.0175 0.0018 0.0157 109 0.0177 0.0018 0.0159 110 0.0178 0.0018 0.0159 111 0.0179 0.0018 0.0161 112 0.0180 0.0018 0.0162 113 0.0182 0.0019 0.0163 114 0.0183 0.0019 0.0164 115 0.0184 0.0019 0.0165 116 0.0185 0.0019 0.0166 117 0.0187 0.0019 0.0168 118 0.0188 0.0019 0.0169 119 0.0190 0.0019 0.0170 120 0.0191 0.0020 0.0171 121 0.0193 0.0020 0.0173 122 0.0194 0.0020 0.0174 123 0.0196 0.0020 0.0176 124 0.0197 0.0020 0.0177 125 0.0199 0.0020 0.0179 126 0.0200 0.0020 0.0180 127 0.0202 0.0021 0.0182 128 0.0203 0.0021 0.0183 129 0.0206 0.0021 0.0185 130 0.0207 0.0021 0.0186 131 0.0210 0.0021 0.0188 132 0.0211 0.0022 0.0189 133 0.0213 0.0022 0.0192 134 0.0215 0.0022 0.0193 135 0.0218 0.0022 0.0195 136 0.0219 0.0022 0.0197 137 0.0222 0.0023 0.0199 138 0.0223 0.0023 0.0201 139 0.0226 0.0023 0.0203 140 0.0228 0.0023 0.0205 141 0.0231 0.0024 0.0208 142 0.0233 0.0024 0.0209 143 0.0236 0.0024 0.0212 144 0.0238 0.0024 0.0214 145 0.0281 0.0029 0.0252 146 0.0283 0.0029 0.0254 147 0.0287 0.0029 0.0258 148 0.0289 0.0030 0.0259 149 0.0293 0.0030 0.0263 150 0.0295 0.0030 0.0265 151 0.0300 0.0031 0.0269 152 0.0302 0.0031 0.0271 153 0.0307 0.0031 0.0276 154 0.0310 0.0032 0.0278 155 0.0315 0.0032 0.0283 156 0.0318 0.0032 0.0285 157 0.0323 0.0033 0.0290 158 0.0326 0.0033 0.0293 159 0.0333 0.0034 0.0299 160 0.0336 0.0034 0.0302 161 0.0343 0.0035 0.0308 162 0.0346 0.0035 0.0311 163 0.0354 0.0036 0.0318 164 0.0358 0.0037 0.0321 165 0.0366 0.0037 0.0328 166 0.0370 0.0038 0.0332 167 0.0379 0.0039 0.0341 168 0.0384 0.0039 0.0345 169 0.0395 0.0040 0.0355 170 0.0400 0.0041 0.0360 171 0.0412 0.0042 0.0370 172 0.0419 0.0043 0.0376 173 0.0432 0.0044 0.0388 174 0.0439 0.0045 0.0394 175 0.0455 0.0047 0.0409 176 0.0464 0.0047 0.0416 177 0.0483 0.0049 0.0433 178 0.0493 0.0050 0.0442 179 0.0516 0.0053 0.0463 180 0.0528 0.0054 0.0474 181 0.0557 0.0057 0.0500 182 0.0573 0.0059 0.0514 183 0.0610 0.0062 0.0548 184 0.0632 0.0065 0.0567 185 0.0533 0.0055 0.0479 186 0.0563 0.0058 0.0506 187 0.0640 0.0065 0.0574 188 0.0690 0.0065 0.0624 189 0.0831 0.0065 0.0766 190 0.0938 0.0065 0.0873 191 0.1341 0.0065 0.1275 192 0.1844 0.0065 0.1779 193 0.5771 0.0065 0.5706 194 0.1092 0.0065 0.1027 195 0.0752 0.0065 0.0686 196 0.0598 0.0061 0.0537 197 0.0656 0.0065 0.0590 198 0.0591 0.0060 0.0530 199 0.0542 0.0055 0.0487 200 0.0504 0.0052 0.0452 201 0.0473 0.0048 0.0425 202 0.0447 0.0046 0.0401 203 0.0425 0.0043 0.0382 204 0.0406 0.0042 0.0365 205 0.0389 0.0040 0.0350 206 0.0375 0.0038 0.0336 207 0.0362 0.0037 0.0325 208 0.0350 0.0036 0.0314 209 0.0339 0.0035 0.0305 210 0.0329 0.0034 0.0296 211 0.0321 0.0033 0.0288 212 0.0312 0.0032 0.0280 213 0.0305 0.0031 0.0274 214 0.0298 0.0030 0.0267 215 0.0291 0.0030 0.0261 216 0.0285 0.0029 0.0256 217 0.0240 0.0025 0.0215 218 0.0235 0.0024 0.0211 219 0.0230 0.0023 0.0206 220 0.0225 0.0023 0.0202 221 0.0220 0.0023 0.0198 222 0.0216 0.0022 0.0194 223 0.0212 0.0022 0.0190 224 0.0208 0.0021 0.0187 225 0.0205 0.0021 0.0184 226 0.0201 0.0021 0.0181 227 0.0198 0.0020 0.0178 228 0.0195 0.0020 0.0175 229 0.0192 0.0020 0.0172 230 0.0189 0.0019 0.0170 231 0.0186 0.0019 0.0167 232 0.0183 0.0019 0.0165 233 0.0181 0.0018 0.0162 234 0.0178 0.0018 0.0160 235 0.0176 0.0018 0.0158 236 0.0174 0.0018 0.0156 237 0.0172 0.0018 0.0154 238 0.0169 0.0017 0.0152 239 0.0167 0.0017 0.0150 240 0.0165 0.0017 0.0148 241 0.0163 0.0017 0.0147 242 0.0162 0.0017 0.0145 243 0.0160 0.0016 0.0143 244 0.0158 0.0016 0.0142 245 0.0156 0.0016 0.0140 246 0.0155 0.0016 0.0139 247 0.0153 0.0016 0.0137 248 0.0152 0.0015 0.0136 249 0.0150 0.0015 0.0135 250 0.0149 0.0015 0.0133 251 0.0147 0.0015 0.0132 252 0.0146 0.0015 0.0131 253 0.0144 0.0015 0.0130 254 0.0143 0.0015 0.0128 255 0.0142 0.0014 0.0127 256 0.0140 0.0014 0.0126 257 0.0139 0.0014 0.0125 258 0.0138 0.0014 0.0124 259 0.0137 0.0014 0.0123 260 0.0136 0.0014 0.0122 261 0.0135 0.0014 0.0121 262 0.0134 0.0014 0.0120 263 0.0133 0.0014 0.0119 264 0.0131 0.0013 0. 0118 265 0.0130 0.0013 0.0117 266 0.0129 0.0013 0.0116 267 0.0128 0.0013 0. 0115 268 0.0128 0.0013 0.0114 269 0.0127 0.0013 0.0114 270 0.0126 0.0013 0.0113 271 0.0125 0.0013 0.0112 272 0.0124 0.0013 0.0111 273 0.0123 0.0013 0. 0110 274 0.0122 0.0012 0. 0110 275 0.0121 0.0012 0.0109 276 0.0121 0.0012 0.0108 277 0.0120 0.0012 0.0107 278 0.0119 0.0012 0.0107 279 0. 0118 0.0012 0.0106 280 0.0117 0.0012 0.0105 281 0.0117 0.0012 0.0105 282 0.0116 0.0012 0.0104 283 0. 0115 0.0012 0.0103 284 0. 0115 0.0012 0.0103 285 0.0114 0.0012 0.0102 286 0.0113 0.0012 0.0102 287 0.0112 0.0012 0.0101 288 0.0112 0. 0011 0.0100 -------------------------------------------------------------------- Total soil rain loss= Total effective rainfall= 0.66(In) 6.58(In) Peak flow rate in flood hydrograph = 31.29(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 -HOUR STORM R u n o f f Hydrograph in 5 Time(h+m) Volume Ac.Ft Q(CFS) 0 H y d r o g r a p h Minute intervals ((CFS)) 10.0 20.0 30.0 40.0 -------------------------------------------------- --------- --------- o+ 5 0.0004 0.06 Q 0+10 0.0030 0.37 Q 0+15 0.0084 0.79 Q 0+20 0.0151 0. 96 Q 0+25 0.0221 1. 02 VQ 0+30 0.0291 1. 03 VQ 0+35 0.0363 1. 04 VQ 0+40 0.0435 1. 04 VQ 0+45 0.0507 1. 05 VQ 0+50 0.0579 1. 05 VQ 0+55 0.0652 1. 05 VQ 1+ 0 0. 0724 1. 06 VQ 1+ 5 0.0797 1. 06 VQ 1+10 0.0870 1. 06 VQ 1+15 0.0944 1. 07 VQ 1+20 0.1017 1. 07 VQ 1+25 0.1091 1. 07 VQ 1+30 0.1165 1. 08 Q 1+35 0.1240 1. 08 Q 1+40 0.1314 1. 08 Q 1+45 0.1389 1. 09 Q 1+50 0.1464 1. 09 Q 1+55 0.1539 1. 09 Q 2+ 0 0.1615 1. 10 Q 2+ 5 0.1690 1. 10 Q 2+10 0.1766 1. 10 Q 2+15 0.1843 1. 11 Q 2+20 0.1919 1. 11 Q 2+25 0.1996 1. 11 Q 2+30 0.2073 1. 12 Q 2+35 0.2150 1. 12 Q 2+40 0.2228 1. 13 Q 2+45 0.2305 1. 13 Q 2+50 0.2384 1. 13 QV 2+55 0.2462 1. 14 QV 3+ 0 0.2540 1. 14 QV 3+ 5 0.2619 1. 15 QV 3+10 0.2699 1. 15 QV 3+15 0.2778 1. 15 QV 3+20 0.2858 1. 16 QV 3+25 0.2938 1. 16 QV 3+30 0.3018 1. 1 7 QV 3+35 0.3099 1. 1 7 QV 3+40 0.3180 1. 18 QV 3+45 0.3261 1. 18 QV 3+50 0.3342 1. 18 QV 3+55 0.3424 1. 19 QV 4+ 0 0.3506 1. 19 Q V 4+ 5 0.3589 1. 20 Q V 4+10 0.3672 1. 20 Q V 4+15 0.3755 1. 21 Q V 4+20 0.3838 1. 21 Q V 4+25 0.3922 1. 22 Q V 4+30 0.4006 1. 22 Q V 4+35 0.4090 1. 23 Q V 4+40 0.4175 1. 23 Q V 4+45 0.4260 1. 24 Q V 4+50 0.4346 1. 24 Q V 4+55 0.4432 1. 25 Q V 5+ 0 0.4518 1. 25 Q V 5+ 5 0.4604 1. 26 Q V 5+10 0.4691 1. 26 Q V 5+15 0.4778 1. 27 Q V 5+20 0.4866 1. 27 Q V 5+25 0.4954 1. 28 Q V 5+30 0.5042 1. 28 Q V 5+35 0.5131 1. 29 Q V 5+40 0.5220 1. 29 Q V 5+45 0.5310 1. 30 Q V 5+50 0.5400 1. 31 Q V 5+55 0.5490 1. 31 Q V 6+ 0 0.5581 1. 32 Q V 6+ 5 0.5672 1. 32 Q V 6+10 0.5763 1. 33 Q V 6+15 0.5855 1. 34 Q V 6+20 0.5948 1. 34 Q V 6+25 0.6041 1. 35 Q V 6+30 0.6134 1. 35 Q V 6+35 0.6228 1. 36 Q V 6+40 0.6322 1. 37 Q V 6+45 0.6417 1. 37 Q V 6+50 0.6512 1. 38 Q V 6+55 0.6608 1. 39 Q V 7+ 0 0.6704 1. 40 Q V 7+ 5 0.6800 1. 40 Q V 7+10 0.6897 1. 41 Q V 7+15 0.6995 1. 42 Q V 7+20 0.7093 1. 42 Q V 7+25 0.7192 1. 43 Q V 7+30 0.7291 1. 44 Q V 7+35 0.7390 1. 45 Q V 7+40 0.7491 1. 45 Q V 7+45 0.7591 1. 46 Q V 7+50 0.7693 1. 4 7 Q V 7+55 0.7795 1. 48 Q V 8+ 0 0.7897 1. 49 Q V 8+ 5 0.8000 1.50 Q V 8+10 0.8104 1.50 Q V 8+15 0.8208 1. 51 Q V 8+20 0.8313 1. 52 Q V 8+25 0.8418 1. 53 Q V 8+30 0.8524 1. 54 Q V 8+35 0.8631 1. 55 Q V 8+40 0.8738 1. 56 Q V 8+45 0.8847 1. 57 Q V 8+50 0.8955 1. 58 Q V 8+55 0.9065 1. 59 Q V 9+ 0 0.9175 1. 60 Q V 9+ 5 0.9286 1. 61 Q V 9+10 0.9397 1. 62 Q V 9+15 0.9510 1. 63 Q V 9+20 0. 9623 1. 64 Q V 9+25 0.9736 1. 65 Q V 9+30 0.9851 1. 66 Q V 9+35 0. 9966 1. 68 Q V 9+40 1.0083 1. 69 Q V 9+45 1.0200 1. 70 Q V 9+50 1.0318 1. 71 Q V 9+55 1.0436 1. 72 Q V 10+ 0 1.0556 1. 74 Q V 10+ 5 1.0677 1. 7 5 Q V 10+10 1.0798 1. 76 Q V 10+15 1.0921 1. 78 Q V 10+20 1.1044 1. 79 Q V 10+25 1.1168 1. 81 Q V 10+30 1.1294 1. 82 Q V 10+35 1.1420 1. 84 Q V 10+40 1.1548 1. 85 Q V 10+45 1.1676 1. 87 Q V 10+50 1.1806 1. 88 Q V 10+55 1. 1937 1. 90 Q V 11+ 0 1.2068 1. 92 Q V 11+ 5 1.2202 1. 93 Q V 11+10 1.2336 1. 95 Q V 11+15 1.2472 1. 97 Q V 11+20 1.2608 1. 99 Q V 11+25 1. 2747 2.01 Q V 11+30 1.2886 2.03 Q IV 11+35 1.3027 2.05 Q IV 11+40 1.3169 2.07 Q IV 11+45 1.3313 2.09 Q IV 11+50 1.3459 2.11 Q V 11+55 1.3605 2.13 Q V 12+ 0 1.3754 2.16 Q V 12+ 5 1.3906 2.20 Q V 12+10 1.4066 2.34 Q V 12+15 1.4239 2.51 Q V 12+20 1.4418 2.59 Q V 12+25 1.4600 2.64 Q V 12+30 1. 4784 2.67 Q V 12+35 1.4970 2.70 Q V 12+40 1.5158 2.73 Q V 12+45 1.5349 2. 77 Q V 12+50 1.5542 2.80 Q V 12+55 1.5737 2.83 Q V 13+ 0 1.5934 2.87 Q V 13+ 5 1.6134 2.91 Q V 13+10 1.6337 2.94 Q V 13+15 1.6542 2.98 Q V 13+20 1. 67 51 3.02 Q V 13+25 1. 6962 3.07 Q V 13+30 1.7176 3.11 Q V 13+35 1.7394 3.16 Q V 13+40 1.7615 3.21 Q V 13+45 1.7840 3.26 Q V 13+50 1.8068 3.32 Q V 13+55 1.8301 3.37 Q V 14+ 0 1.8537 3.44 Q V 14+ 5 1.8778 3.50 Q V 14+10 1.9024 3.57 Q V 14+15 1. 927 5 3.64 Q V 14+20 1.9531 3. 72 Q V 14+25 1.9793 3.80 Q V 14+30 2.0061 3.89 Q V 14+35 2.0335 3.99 Q V 14+40 2.0617 4.09 Q V 14+45 2.0906 4.20 Q V 14+50 2.1203 4.32 Q V 14+55 2.1510 4.45 Q V 15+ 0 2.1826 4.60 Q V 15+ 5 2.2154 4.76 Q V 15+10 2.2494 4.94 Q V 15+15 2.2848 5.14 Q V 15+20 2.3218 5.37 Q V 15+25 2.3600 5.56 Q V 15+30 2.3975 5.44 Q V 15+35 2.4337 5.25 Q V 15+40 2.4714 5.47 Q V 15+45 2.5127 6.01 Q V 15+50 2.5599 6.84 Q V 15+55 2.6158 8.12 Q V 16+ 0 2.6874 10.40 Q V 16+ 5 2.7991 16.21 Q V 16+10 2.9970 28.74 V Q 16+15 3.2125 31.29 V Q 16+20 3.3333 17.55 Q V 16+25 3.4000 9.67 Q V 16+30 3.4472 6.85 Q V 16+35 3.4898 6.19 Q V 16+40 3.5271 5.43 Q V 16+45 3.5616 5.00 Q V 16+50 3.5936 4.65 Q V 16+55 3.6237 4.37 Q IV 17+ 0 3.6521 4.13 Q IV 17+ 5 3.6791 3.92 Q IV 17+10 3.7049 3.74 Q IV 17+15 3.7296 3.59 Q I V 17+20 3.7534 3.45 Q I V 17+25 3.7764 3.33 Q I V 17+30 3.7986 3.22 Q I V 17+35 3.8201 3.13 Q I V 17+40 3.8410 3.04 Q I V 17+45 3.8614 2.95 Q V 17+50 3.8812 2.88 Q V 17+55 3.9005 2.81 Q V 18+ 0 3.9194 2.74 Q V 18+ 5 3. 9377 2.66 Q V 18+10 3.9549 2.49 Q V 18+15 3.9707 2.29 Q V 18+20 3.9858 2.19 Q V 18+25 4.0004 2.12 Q V 18+30 4.0147 2.07 Q V 18+35 4.0287 2.03 Q V 18+40 4.0424 1. 99 Q V 18+45 4.0559 1. 95 Q V 18+50 4.0691 1. 92 Q V 18+55 4.0821 1. 89 Q V 19+ 0 4.0948 1. 85 Q V 19+ 5 4.1074 1. 82 Q V 19+10 4.1198 1. 79 Q V 19+15 4.1319 1. 77 Q V 19+20 4.1439 1. 74 Q V 19+25 4.1557 1. 72 Q V 19+30 4.1674 1. 69 Q V 19+35 4.1789 1. 67 Q V 19+40 4.1902 1. 64 Q V 19+45 4.2014 1. 62 Q V 19+50 4.2124 1. 60 Q V 19+55 4.2233 1. 58 Q V 20+ 0 4.2340 1. 56 Q V 20+ 5 4.2447 1. 54 Q V 20+10 4.2552 1. 52 Q V 20+15 4.2655 1. 51 Q V 20+20 4.2758 1. 49 Q V 20+25 4.2859 1. 4 7 Q V 20+30 4.2960 1. 46 Q V 20+35 4.3059 1. 44 Q V 20+40 4.3157 1. 43 Q V 20+45 4.3254 1. 41 Q V 20+50 4.3351 1. 40 Q V 20+55 4.3446 1. 38 Q V 21+ 0 4.3540 1. 37 Q V 21+ 5 4.3634 1. 36 Q V 21+10 4.3726 1. 34 Q V 21+15 4.3818 1. 33 Q V 21+20 4.3909 1. 32 Q V 21+25 4.3999 1. 31 Q V 21+30 4.4088 1. 30 Q V 21+35 4.4176 1. 28 Q V 21+40 4.4264 1. 27 Q V 21+45 4.4351 1. 26 Q V 21+50 4.4437 1. 25 Q V 21+55 4.4523 1. 24 Q V 22+ 0 4.4608 1. 23 Q V 22+ 5 4.4692 1. 22 Q V 22+10 4.4775 1. 21 Q V 22+15 4.4858 1. 20 Q V 22+20 4.4940 1. 19 Q V 22+25 4.5022 1. 18 Q V 22+30 4.5103 1. 18 Q V 22+35 4.5183 1. 1 7 Q V 22+40 4.5263 1. 16 Q V 22+45 4.5342 1. 15 Q V 22+50 4.5421 1. 14 Q V 22+55 4.5499 1. 13 Q V 23+ 0 4. 5577 1. 13 Q V 23+ 5 4.5654 1. 12 Q V 23+10 4.5730 1. 11 Q V 23+15 4.5806 1. 10 Q V 23+20 4.5882 1. 10 Q V 23+25 4.5957 1. 09 Q V 23+30 4.6032 1. 08 Q V 23+35 4.6106 1. 08 Q V 23+40 4.6179 1. 07 IQ VI 23+45 4.6253 1. 06 IQ VI 23+50 4.6325 1. 06 IQ VI 23+55 4.6398 1. 05 IQ VI 24+ 0 4.6469 1. 04 IQ VI 24+ 5 4.6537 0.98 Q VI 24+10 4.6582 0.66 Q VI 24+15 4.6599 0.24 Q VI 24+20 4.6603 0.07 Q VI 24+25 4.6605 0.02 Q VI 24+30 4.6605 0.01 Q V ----------------------------------------------------------------------- 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 -2018, Version 9.0 Study date 03/08/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardino County Synthetic Unit Hydrology Method Manual date -August 1986 Program License Serial Number 6484 DIVERSIFED-MAPLE AVE UH ANALYSIS-PRE-DEVELOPED CONDITION 25-YR STORM EVENT 2-STORM EVENT Storm Event Year= 25 Antecedent Moisture Condition 2 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 25 8.20 1 0.98 Rainfall data for year 25 8.20 Rainfall data for year 25 8.20 6 24 2.58 4.82 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm******** SCS curve SCS curve No. (AMCII) NO. (AMC 2) 78.0 78.0 Area (Ac.) 8.20 Area Fraction 1.000 Area-averaged adjusted loss rate Fm (In/Hr) Fp (Fig C6) Ap (In/Hr) (dee.) 0.404 1.000 0.404 ********* Area-Averaged low loss rate fraction, Yb ********** Area (Ac.) 8.20 Area Fract 1.000 SCS CN (AMC2) 78.0 SCS CN (AMC2) 78.0 s 2.82 Area-averaged catchment yield fraction, Y 0.531 Area-averaged low loss fraction, Yb= 0.469 Pervious Yield Fr 0.531 Fm (In/Hr) 0.404 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area= 8.20(Ac.) Catchment Lag time= 0.233 hours Unit interval 5.000 minutes Unit interval percentage of lag time= 35.7654 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.404(In/Hr) Average low loss rate fraction (Yb) = 0.469 (decimal) VALLEY UNDEVELOPED S-Graph Selected Computed peak 5-minute rainfall= 0.363(In) Computed peak 30-minute rainfall 0.743(In) Specified peak 1-hour rainfall= 0.981(In) Computed peak 3-hour rainfall= l.775(In) Specified peak 6-hour rainfall= 2.580(In) Specified peak 24-hour rainfall= 4.820(In) Rainfall depth area reduction factors: Usingatotalareaof 8.20(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall 0.363(In) 30-minute factor = 1.000 Adjusted rainfall 0.743(In) 1-hour factor 1.000 Adjusted rainfall 0.981(In) 3-hour factor = 1.000 Adjusted rainfall l.775(In) 6-hour factor = 1.000 Adjusted rainfall 2.580(In) 24-hour factor = 1.000 Adjusted rainfall 4.820(In) U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Peak Unit Number 1 2 3 4 5 6 7 8 9 10 11 12 (K 'S' Graph Mean values 99.17 3.697 18.341 42.237 61.560 71.617 77.430 81.717 85. 077 87.708 89.873 91.624 93.054 94.200 95.285 96.209 96. 968 97.619 98.163 98.614 98.974 99.332 99.690 100.000 Unit Hydrograph ((CFS)) (CFS)) 3.666 14.523 23.697 19.162 9.974 5.765 4.252 3.332 2.609 2.147 1.736 1. 419 1.136 1.076 0.917 0.753 0.645 0.539 0.448 0.357 0.355 0.355 0.308 Adjusted mass rainfall Unit rainfall (In) (In) 0.3629 0.3629 0.4789 0.1160 0.5632 0.0843 0.6319 0.0687 0.6909 0.0590 0.7432 0.0523 0.7904 0.0473 0.8338 0.0434 0.8740 0.0402 0.9117 0.0376 0.9471 0.0354 0.9806 0.0335 13 1.0239 0.0433 14 1.0657 0.0418 15 1.1062 0.0405 16 1.1454 0.0392 17 1.1835 0.0381 18 1.2206 0.0371 19 1.2568 0.0362 20 1.2921 0.0353 21 1.3266 0.0345 22 1.3603 0.0337 23 1.3934 0.0330 24 1.4258 0.0324 25 1.4576 0.0318 26 1.4888 0.0312 27 1. 5194 0.0307 28 1.5495 0.0301 29 1.5792 0.0296 30 1.6084 0.0292 31 1.6371 0.0287 32 1.6654 0.0283 33 1.6933 0.0279 34 1. 7208 0.0275 35 1.7480 0.0271 36 1.7748 0.0268 37 1.8012 0.0264 38 1.8273 0.0261 39 1.8531 0.0258 40 1.8786 0.0255 41 1.9038 0.0252 42 1.9287 0.0249 43 1.9534 0.0247 44 1.9778 0.0244 45 2.0019 0.0241 46 2.0258 0.0239 47 2.0494 0.0237 48 2.0729 0.0234 49 2.0961 0.0232 50 2.1190 0.0230 51 2.1418 0.0228 52 2.1644 0.0226 53 2.1867 0.0224 54 2.2089 0.0222 55 2.2309 0.0220 56 2.2527 0.0218 57 2.2743 0.0216 58 2.2958 0.0214 59 2.3170 0.0213 60 2.3382 0.0211 61 2.3591 0.0210 62 2.3799 0.0208 63 2.4005 0.0206 64 2.4210 0.0205 65 2.4414 0.0203 66 2.4616 0.0202 67 2.4816 0.0201 68 2.5016 0.0199 69 2.5213 0.0198 70 2.5410 0.0197 71 2.5605 0.0195 72 2.5799 0.0194 73 2.5960 0.0161 74 2.6120 0.0160 75 2.6279 0.0159 76 2.6436 0.0157 77 2.6592 0.0156 78 2.6747 0.0155 79 2.6901 0.0154 80 2.7054 0.0153 81 2.7206 0.0152 82 2.7357 0.0151 83 2.7507 0.0150 84 2.7656 0.0149 85 2.7804 0.0148 86 2.7951 0.0147 87 2.8097 0.0146 88 2.8242 0.0145 89 2.8387 0.0144 90 2.8530 0.0143 91 2.8672 0.0142 92 2.8814 0.0142 93 2.8955 0.0141 94 2.9095 0.0140 95 2.9234 0.0139 96 2. 9372 0.0138 97 2.9510 0.0138 98 2. 964 7 0.0137 99 2.9783 0.0136 100 2.9918 0.0135 101 3.0052 0.0135 102 3.0186 0.0134 103 3.0319 0.0133 104 3.0451 0.0132 105 3.0583 0.0132 106 3.0714 0.0131 107 3.0844 0.0130 108 3.0974 0.0130 109 3.1103 0.0129 110 3.1231 0.0128 111 3.1359 0.0128 112 3.1486 0.0127 113 3.1613 0.0126 114 3.1738 0.0126 115 3.1864 0.0125 116 3.1988 0.0125 117 3.2112 0.0124 118 3.2236 0.0123 119 3.2359 0.0123 120 3.2481 0.0122 121 3.2603 0.0122 122 3. 2724 0.0121 123 3.2844 0.0121 124 3.2965 0.0120 125 3.3084 0.0120 126 3.3203 0.0119 127 3.3322 0.0119 128 3.3440 0. 0118 129 3.3557 0. 0118 130 3.3674 0.0117 131 3.3791 0.0117 132 3.3907 0.0116 133 3.4023 0.0116 134 3.4138 0. 0115 135 3.4252 0. 0115 136 3.4366 0.0114 137 3.4480 0.0114 138 3.4593 0.0113 139 3.4706 0.0113 140 3.4818 0.0112 141 3.4930 0.0112 142 3.5042 0.0111 143 3.5153 0.0111 144 3.5264 0.0111 145 3.5374 0. 0110 146 3.5483 0. 0110 147 3.5593 0.0109 148 3.5702 0.0109 149 3.5810 0.0109 150 3.5919 0.0108 151 3.6026 0.0108 152 3.6134 0.0107 153 3.6241 0.0107 154 3.6347 0.0107 155 3.6453 0.0106 156 3.6559 0.0106 157 3.6665 0.0105 158 3.6770 0.0105 159 3.6875 0.0105 160 3.6979 0.0104 161 3.7083 0.0104 162 3.7187 0.0104 163 3.7290 0.0103 164 3.7393 0.0103 165 3.7496 0.0103 166 3.7598 0.0102 167 3.7700 0.0102 168 3.7801 0.0102 169 3.7903 0.0101 170 3.8004 0.0101 171 3.8104 0.0101 172 3.8205 0.0100 173 3.8305 0.0100 174 3.8404 0.0100 175 3.8504 0.0099 176 3.8603 0.0099 177 3.8701 0.0099 178 3.8800 0.0098 179 3.8898 0.0098 180 3.8996 0.0098 181 3.9093 0.0098 182 3.9190 0.0097 183 3.9287 0.0097 184 3.9384 0.0097 185 3.9480 0. 0096 186 3.9576 0. 0096 187 3. 9672 0. 0096 188 3.9768 0. 0096 189 3.9863 0.0095 190 3.9958 0.0095 191 4.0053 0.0095 192 4.0147 0.0094 193 4.0241 0.0094 194 4.0335 0.0094 195 4.0429 0.0094 196 4.0522 0.0093 197 4.0615 0.0093 198 4.0708 0.0093 199 4.0800 0.0093 200 4.0893 0.0092 201 4.0985 0.0092 202 4.1077 0.0092 203 4.1168 0.0092 204 4.1259 0.0091 205 4.1351 0.0091 206 4.1441 0.0091 207 4.1532 0.0091 208 4.1622 0.0090 209 4.1712 0.0090 210 4.1802 0.0090 211 4.1892 0.0090 212 4.1981 0.0089 213 4.2070 0.0089 214 4.2159 0.0089 215 4.2248 0.0089 216 4.2336 0.0088 217 4.2425 0.0088 218 4.2513 0.0088 219 4.2601 0.0088 220 4.2688 0.0088 221 4.2776 0.0087 222 4.2863 0.0087 223 4.2950 0.0087 224 4.3036 0.0087 225 4.3123 0.0087 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 Unit Period (number) 1 2 3 4.3209 4.3295 4.3381 4.3467 4.3552 4.3638 4. 3723 4.3808 4.3892 4.3977 4.4061 4.4145 4.4229 4.4313 4.4396 4.4479 4.4562 4.4645 4.4728 4.4811 4.4893 4.4975 4.5057 4.5139 4.5221 4.5302 4.5383 4.5465 4.5545 4.5626 4.5707 4.5787 4.5867 4.5948 4.6027 4.6107 4.6187 4.6266 4.6345 4.6424 4.6503 4.6582 4.6661 4.6739 4.6817 4.6895 4.6973 4.7051 4.7129 4.7206 4.7283 4.7361 4.7438 4.7515 4.7591 4.7668 4.7744 4.7820 4.7897 4.7972 4.8048 4.8124 4.8200 Unit Rainfall (In) 0.0076 0.0076 0.0076 0.0086 0.0086 0.0086 0.0086 0.0085 0.0085 0.0085 0.0085 0.0085 0.0084 0.0084 0.0084 0.0084 0.0084 0.0083 0.0083 0.0083 0.0083 0.0083 0.0083 0.0082 0.0082 0.0082 0.0082 0.0082 0.0081 0.0081 0.0081 0.0081 0.0081 0.0081 0.0080 0.0080 0.0080 0.0080 0.0080 0.0080 0.0079 0.0079 0.0079 0.0079 0.0079 0.0079 0.0078 0.0078 0.0078 0.0078 0.0078 0.0078 0.0077 0.0077 0.0077 0.0077 0.0077 0.0077 0.0077 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 Unit Soil-Loss (In) 0.0035 0.0035 0.0036 Effective Rainfall (In) 0.0040 0.0040 0.0040 4 0.0076 0.0036 0.0040 5 0.0076 0.0036 0.0041 6 0.0077 0.0036 0.0041 7 0.0077 0.0036 0.0041 8 0.0077 0.0036 0.0041 9 0.0077 0.0036 0.0041 10 0.0077 0.0036 0.0041 11 0.0078 0.0036 0.0041 12 0.0078 0.0037 0.0041 13 0.0078 0.0037 0.0042 14 0.0078 0.0037 0.0042 15 0.0079 0.0037 0.0042 16 0.0079 0.0037 0.0042 17 0.0079 0.0037 0.0042 18 0.0079 0.0037 0.0042 19 0.0080 0.0037 0.0042 20 0.0080 0.0037 0.0042 21 0.0080 0.0038 0.0043 22 0.0080 0.0038 0.0043 23 0.0081 0.0038 0.0043 24 0.0081 0.0038 0.0043 25 0.0081 0.0038 0.0043 26 0.0081 0.0038 0.0043 27 0.0082 0.0038 0.0043 28 0.0082 0.0038 0.0044 29 0.0082 0.0039 0.0044 30 0.0083 0.0039 0.0044 31 0.0083 0.0039 0.0044 32 0.0083 0.0039 0.0044 33 0.0083 0.0039 0.0044 34 0.0084 0.0039 0.0044 35 0.0084 0.0039 0.0045 36 0.0084 0.0040 0.0045 37 0.0085 0.0040 0.0045 38 0.0085 0.0040 0.0045 39 0.0085 0.0040 0.0045 40 0.0085 0.0040 0.0045 41 0.0086 0.0040 0.0046 42 0.0086 0.0040 0.0046 43 0.0087 0.0041 0.0046 44 0.0087 0.0041 0.0046 45 0.0087 0.0041 0.0046 46 0.0087 0.0041 0.0046 47 0.0088 0.0041 0.0047 48 0.0088 0.0041 0.0047 49 0.0088 0.0041 0.0047 50 0.0089 0.0042 0.0047 51 0.0089 0.0042 0.0047 52 0.0089 0.0042 0.0047 53 0.0090 0.0042 0.0048 54 0.0090 0.0042 0.0048 55 0.0091 0.0042 0.0048 56 0.0091 0.0043 0.0048 57 0.0091 0.0043 0.0048 58 0.0092 0.0043 0.0049 59 0.0092 0.0043 0.0049 60 0.0092 0.0043 0.0049 61 0.0093 0.0044 0.0049 62 0.0093 0.0044 0.0049 63 0.0094 0.0044 0.0050 64 0.0094 0.0044 0.0050 65 0.0094 0.0044 0.0050 66 0.0095 0.0044 0.0050 67 0.0095 0.0045 0.0051 68 0. 0096 0.0045 0.0051 69 0. 0096 0.0045 0.0051 70 0. 0096 0.0045 0.0051 71 0.0097 0.0045 0.0051 72 0.0097 0.0046 0.0052 73 0.0098 0.0046 0.0052 74 0.0098 0.0046 0.0052 75 0.0099 0.0046 0.0052 76 0.0099 0.0046 0.0053 77 0.0100 0.0047 0.0053 78 0.0100 0.0047 0.0053 79 0.0101 0.0047 0.0053 80 0.0101 0.0047 0.0054 81 0.0102 0.0048 0.0054 82 0.0102 0.0048 0.0054 83 0.0103 0.0048 0.0054 84 0.0103 0.0048 0.0055 85 0.0104 0.0049 0.0055 86 0.0104 0.0049 0.0055 87 0.0105 0.0049 0.0056 88 0.0105 0.0049 0.0056 89 0.0106 0.0050 0.0056 90 0.0106 0.0050 0.0056 91 0.0107 0.0050 0.0057 92 0.0107 0.0050 0.0057 93 0.0108 0.0051 0.0057 94 0.0109 0.0051 0.0058 95 0.0109 0.0051 0.0058 96 0. 0110 0.0051 0.0058 97 0.0111 0.0052 0.0059 98 0.0111 0.0052 0.0059 99 0.0112 0.0052 0.0059 100 0.0112 0.0053 0.0060 101 0.0113 0.0053 0.0060 102 0.0114 0.0053 0.0060 103 0. 0115 0.0054 0.0061 104 0. 0115 0.0054 0.0061 105 0.0116 0.0054 0.0062 106 0.0117 0.0055 0.0062 107 0. 0118 0.0055 0.0062 108 0. 0118 0.0055 0.0063 109 0.0119 0.0056 0.0063 110 0.0120 0.0056 0.0064 111 0.0121 0.0057 0.0064 112 0.0121 0.0057 0.0064 113 0.0122 0.0057 0.0065 114 0.0123 0.0058 0.0065 115 0.0124 0.0058 0.0066 116 0.0125 0.0058 0.0066 117 0.0126 0.0059 0.0067 118 0.0126 0.0059 0.0067 119 0.0128 0.0060 0.0068 120 0.0128 0.0060 0.0068 121 0.0130 0.0061 0.0069 122 0.0130 0.0061 0.0069 123 0.0132 0.0062 0.0070 124 0.0132 0.0062 0.0070 125 0.0134 0.0063 0.0071 126 0.0135 0.0063 0.0071 127 0.0136 0.0064 0.0072 128 0.0137 0.0064 0.0073 129 0.0138 0.0065 0.0073 130 0.0139 0.0065 0.0074 131 0.0141 0.0066 0.0075 132 0.0142 0.0066 0.0075 133 0.0143 0.0067 0.0076 134 0.0144 0.0068 0.0077 135 0.0146 0.0068 0.0078 136 0.0147 0.0069 0.0078 137 0.0149 0.0070 0.0079 138 0.0150 0.0070 0.0080 139 0.0152 0.0071 0.0081 140 0.0153 0.0072 0.0081 141 0.0155 0.0073 0.0082 142 0.0156 0.0073 0.0083 143 0.0159 0.0074 0.0084 144 0.0160 0.0075 0.0085 145 0.0194 0.0091 0.0103 146 0.0195 0.0092 0.0104 147 0.0198 0.0093 0.0105 148 0.0199 0.0093 0.0106 149 0.0202 0.0095 0.0107 150 0.0203 0.0095 0.0108 151 0.0206 0.0097 0. 0110 152 0.0208 0.0098 0. 0110 153 0.0211 0.0099 0.0112 154 0.0213 0.0100 0.0113 155 0.0216 0.0101 0. 0115 156 0.0218 0.0102 0.0116 157 0.0222 0.0104 0. 0118 158 0.0224 0.0105 0.0119 159 0.0228 0.0107 0.0121 160 0.0230 0.0108 0.0122 161 0.0234 0. 0110 0.0124 162 0.0237 0.0111 0.0126 163 0.0241 0.0113 0.0128 164 0.0244 0.0114 0.0130 165 0.0249 0.0117 0.0132 166 0.0252 0. 0118 0.0134 167 0.0258 0.0121 0.0137 168 0.0261 0.0122 0.0139 169 0.0268 0.0126 0.0142 170 0.0271 0.0127 0.0144 171 0.0279 0.0131 0.0148 172 0.0283 0.0133 0.0150 173 0.0292 0.0137 0.0155 174 0.0296 0.0139 0.0157 175 0.0307 0.0144 0.0163 176 0.0312 0.0146 0.0166 177 0.0324 0.0152 0.0172 178 0.0330 0.0155 0.0175 179 0.0345 0.0162 0.0183 180 0.0353 0.0166 0.0187 181 0.0371 0.0174 0.0197 182 0.0381 0.0179 0.0202 183 0.0405 0.0190 0.0215 184 0.0418 0.0196 0.0222 185 0.0335 0.0157 0.0178 186 0.0354 0.0166 0.0188 187 0.0402 0.0189 0.0214 188 0.0434 0.0203 0.0230 189 0.0523 0.0245 0.0278 190 0.0590 0. 0277 0.0313 191 0.0843 0.0336 0.0507 192 0.1160 0.0336 0.0823 193 0.3629 0.0336 0.3293 194 0.0687 0.0322 0.0365 195 0.0473 0.0222 0.0251 196 0.0376 0.0176 0.0200 197 0.0433 0.0203 0.0230 198 0.0392 0.0184 0.0208 199 0.0362 0.0170 0.0192 200 0.0337 0.0158 0.0179 201 0.0318 0.0149 0.0169 202 0.0301 0.0141 0.0160 203 0.0287 0.0135 0.0153 204 0.0275 0.0129 0.0146 205 0.0264 0.0124 0.0140 206 0.0255 0.0120 0.0135 207 0.0247 0.0116 0.0131 208 0.0239 0.0112 0.0127 209 0.0232 0.0109 0.0123 210 0.0226 0.0106 0.0120 211 0.0220 0.0103 0.0117 212 0.0214 0.0101 0.0114 213 0.0210 0.0098 0.0111 214 0.0205 0. 0096 0.0109 215 0.0201 0.0094 0.0107 216 0.0197 0.0092 0.0104 217 0.0161 0.0075 0.0085 218 0.0157 0.0074 0.0084 219 0.0154 0.0072 0.0082 220 0.0151 0.0071 0.0080 221 0.0148 0.0069 0.0079 222 0.0145 0.0068 0.0077 223 0.0142 0.0067 0.0076 224 0.0140 0.0066 0.0074 225 0.0138 0.0065 0.0073 226 0.0135 0.0063 0.0072 227 0.0133 0.0062 0.0071 228 0.0131 0.0061 0.0070 229 0.0129 0.0060 0.0068 230 0.0127 0.0060 0.0067 231 0.0125 0.0059 0.0066 232 0.0123 0.0058 0.0066 233 0.0122 0.0057 0.0065 234 0.0120 0.0056 0.0064 235 0.0119 0.0056 0.0063 236 0.0117 0.0055 0.0062 237 0.0116 0.0054 0.0061 238 0.0114 0.0054 0.0061 239 0.0113 0.0053 0.0060 240 0.0111 0.0052 0.0059 241 0. 0110 0.0052 0.0059 242 0.0109 0.0051 0.0058 243 0.0108 0.0051 0.0057 244 0.0107 0.0050 0.0057 245 0.0105 0.0049 0.0056 246 0.0104 0.0049 0.0055 247 0.0103 0.0048 0.0055 248 0.0102 0.0048 0.0054 249 0.0101 0.0047 0.0054 250 0.0100 0.0047 0.0053 251 0.0099 0.0047 0.0053 252 0.0098 0.0046 0.0052 253 0.0098 0.0046 0.0052 254 0.0097 0.0045 0.0051 255 0. 0096 0.0045 0.0051 256 0.0095 0.0045 0.0050 257 0.0094 0.0044 0.0050 258 0.0093 0.0044 0.0050 259 0.0093 0.0043 0.0049 260 0.0092 0.0043 0.0049 261 0.0091 0.0043 0.0048 262 0.0090 0.0042 0.0048 263 0.0090 0.0042 0.0048 264 0.0089 0.0042 0.0047 265 0.0088 0.0041 0.0047 266 0.0088 0.0041 0.0047 267 0.0087 0.0041 0.0046 268 0.0086 0.0040 0.0046 269 0.0086 0.0040 0.0045 270 0.0085 0.0040 0.0045 271 0.0084 0.0040 0.0045 272 0.0084 0.0039 0.0045 273 0.0083 0.0039 0.0044 274 0.0083 0.0039 0.0044 275 0.0082 0.0039 0.0044 276 0.0082 0.0038 0.0043 277 0.0081 0.0038 0.0043 278 0.0081 0.0038 0.0043 279 0.0080 0.0038 0.0043 280 0.0080 0.0037 0.0042 281 0.0079 0.0037 0.0042 282 0.0079 0.0037 0.0042 283 0.0078 0.0037 0.0041 284 0.0078 0.0036 0.0041 285 0.0077 0.0036 0.0041 286 0.0077 0.0036 0.0041 287 0.0076 0.0036 0.0040 288 0.0076 Total soil rain loss= Total effective rainfall= 0.0036 2.l0(In) 2.72(In) Peak flow rate in flood hydrograph = 0.0040 ll.17(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 -HOUR STORM R u n o f f Hydrograph in 5 H y d r o g r a p h Minute intervals ((CFS)) -------------------------------------------------------------------- Time (h+m) Volume Ac.Ft Q (CFS) 0 5.0 10.0 15.0 20.0 -------------------------------------------------- --------- --------- o+ 5 0.0001 0.01 Q 0+10 0.0006 0.07 Q 0+15 0.0018 0.17 Q 0+20 0.0035 0.25 Q 0+25 0.0054 0.29 Q 0+30 0.0076 0.31 Q 0+35 0.0098 0.33 Q 0+40 0.0122 0.34 Q 0+45 0.0146 0.35 Q 0+50 0.0171 0.36 Q 0+55 0.0197 0.37 Q 1+ 0 0.0223 0.38 Q 1+ 5 0.0249 0.38 Q 1+10 0.0276 0.39 Q 1+15 0.0303 0.39 Q 1+20 0.0331 0.40 Q 1+25 0.0358 0.40 Q 1+30 0.0386 0.41 Q 1+35 0.0414 0.41 Q 1+40 0.0443 0.41 Q 1+45 0.0471 0.41 QV 1+50 0.0500 0.42 QV 1+55 0.0529 0.42 QV 2+ 0 0.0558 0.42 QV 2+ 5 0.0587 0.42 QV 2+10 0.0616 0.42 QV 2+15 0.0645 0.42 QV 2+20 0.0675 0.43 QV 2+25 0.0704 0.43 QV 2+30 0.0734 0.43 QV 2+35 0.0763 0.43 QV 2+40 0.0793 0.43 QV 2+45 0.0823 0.43 QV 2+50 0.0853 0.43 QV 2+55 0.0883 0.44 QV 3+ 0 0.0913 0.44 QV 3+ 5 0.0943 0.44 Q V 3+10 0.0974 0.44 Q V 3+15 0.1004 0.44 Q V 3+20 0.1035 0.44 Q V 3+25 0.1065 0.45 Q V 3+30 0.1096 0.45 Q V 3+35 0.1127 0.45 Q V 3+40 0.1158 0.45 Q V 3+45 0.1189 0.45 Q V 3+50 0.1220 0.45 Q V 3+55 0.1252 0.46 Q V 4+ 0 0.1283 0.46 Q V 4+ 5 0.1315 0.46 Q V 4+10 0.1347 0.46 Q V 4+15 0.1378 0.46 Q V 4+20 0.1410 0.46 Q V 4+25 0.1442 0.47 Q V 4+30 0.1475 0.47 Q V 4+35 0.1507 0.47 Q V 4+40 0.1539 0.47 Q V 4+45 0. 1572 0.47 Q V 4+50 0.1604 0.47 Q V 4+55 0.1637 0.48 Q V 5+ 0 0.1670 0.48 Q V 5+ 5 0.1703 0.48 Q V 5+10 0.1737 0.48 Q V 5+15 0.1770 0.48 Q V 5+20 0.1803 0.49 Q V 5+25 0.1837 0.49 Q V 5+30 0.1871 0.49 Q V 5+35 0.1905 0.49 Q V 5+40 0.1939 0.49 Q V 5+45 0.1973 0.50 Q V 5+50 0.2007 0.50 Q V 5+55 0.2042 0.50 Q V 6+ 0 0.2076 0.50 Q V 6+ 5 0.2111 0.51 Q V 6+10 0.2146 0.51 Q V 6+15 0.2181 0.51 Q V 6+20 0.2217 0.51 Q V 6+25 0.2252 0.51 Q V 6+30 0.2288 0.52 Q V 6+35 0.2323 0.52 Q V 6+40 0.2359 0.52 Q V 6+45 0.2395 0.52 Q V 6+50 0.2432 0.53 Q V 6+55 0.2468 0.53 Q V 7+ 0 0.2505 0.53 Q V 7+ 5 0.2541 0.53 Q V 7+10 0.2578 0.54 Q V 7+15 0.2616 0.54 Q V 7+20 0.2653 0.54 Q V 7+25 0.2691 0.55 Q V 7+30 0.2728 0.55 Q V 7+35 0.2766 0.55 Q V 7+40 0.2804 0.55 Q V 7+45 0.2843 0.56 Q V 7+50 0.2881 0.56 Q V 7+55 0.2920 0.56 Q V 8+ 0 0.2959 0.57 Q V 8+ 5 0.2998 0.57 Q V 8+10 0.3037 0.57 Q V 8+15 0.3077 0.58 Q V 8+20 0.3117 0.58 Q V 8+25 0.3157 0.58 Q V 8+30 0.3197 0.59 Q V 8+35 0.3238 0.59 Q V 8+40 0.3279 0.59 Q V 8+45 0.3320 0.60 Q V 8+50 0.3361 0.60 Q V 8+55 0.3402 0.60 Q V 9+ 0 0.3444 0.61 Q V 9+ 5 0.3486 0.61 Q V 9+10 0.3528 0.61 Q V 9+15 0.3571 0.62 Q V 9+20 0.3614 0.62 Q V 9+25 0.3657 0.63 Q V 9+30 0.3700 0.63 Q V 9+35 0.3744 0.63 Q V 9+40 0.3788 0.64 Q V 9+45 0.3832 0.64 Q V 9+50 0.3877 0.65 Q V 9+55 0.3922 0.65 Q V 10+ 0 0.3967 0.66 Q V 10+ 5 0.4013 0.66 Q V 10+10 0.4058 0.67 Q V 10+15 0.4105 0.67 Q V 10+20 0.4151 0.68 Q V 10+25 0.4198 0.68 Q V 10+30 0.4246 0.69 Q V 10+35 0.4293 0.69 Q VI 10+40 0.4341 0.70 Q VI 10+45 0.4390 0.70 Q VI 10+50 0.4439 0.71 Q VI 10+55 0.4488 0. 72 Q VI 11+ 0 0.4537 0. 72 Q VI 11+ 5 0.4588 0.73 Q VI 11+10 0.4638 0.73 Q VI 11+15 0.4689 0.74 Q V 11+20 0.4740 0.75 Q V 11+25 0.4792 0.75 Q V 11+30 0.4845 0.76 Q V 11+35 0.4898 0. 77 Q V 11+40 0.4951 0.78 Q V 11+45 0.5005 0.78 Q V 11+50 0.5059 0.79 Q V 11+55 0.5114 0.80 Q V 12+ 0 0.5170 0.81 Q V 12+ 5 0.5227 0.82 Q V 12+10 0.5285 0.86 Q V 12+15 0.5348 0.90 Q V 12+20 0.5413 0.95 Q V 12+25 0.5480 0.97 Q V 12+30 0.5548 0.99 Q V 12+35 0.5618 1. 01 Q V 12+40 0.5688 1. 03 Q V 12+45 0.5760 1. 04 Q V 12+50 0.5833 1. 06 Q V 12+55 0.5907 1. 07 Q V 13+ 0 0.5982 1. 09 Q V 13+ 5 0.6057 1. 10 Q V 13+10 0.6134 1. 12 Q V 13+15 0.6212 1. 13 Q V 13+20 0.6291 1. 15 Q V 13+25 0.6371 1. 16 Q V 13+30 0.6452 1. 18 Q V 13+35 0.6534 1. 20 Q V 13+40 0.6618 1. 21 Q V 13+45 0.6703 1. 23 Q V 13+50 0.6789 1. 25 Q V 13+55 0.6876 1. 27 Q V 14+ 0 0. 6965 1. 29 Q V 14+ 5 0.7056 1. 31 Q V 14+10 0.7147 1. 33 Q V 14+15 0.7241 1. 36 Q V 14+20 0.7336 1. 38 Q V 14+25 0.7433 1. 41 Q V 14+30 0.7533 1. 44 Q V 14+35 0.7634 1. 4 7 Q V 14+40 0.7738 1.50 Q V 14+45 0.7844 1. 54 Q V 14+50 0.7952 1. 58 Q V 14+55 0.8064 1. 62 Q V 15+ 0 0.8178 1. 66 Q V 15+ 5 0.8296 1. 71 Q V 15+10 0.8418 1. 77 Q V 15+15 0.8544 1. 83 Q V 15+20 0.8675 1. 90 Q V 15+25 0.8810 1. 96 Q V 15+30 0.8945 1. 96 Q V 15+35 0. 9077 1. 92 Q V 15+40 0.9209 1. 93 Q V 15+45 0.9349 2.02 Q V 15+50 0.9500 2.19 Q V 15+55 0.9671 2.49 Q V 16+ 0 0.9884 3.09 Q IV 16+ 5 1.0231 5.05 Q I V 16+10 1.0835 8.76 I Q I V 16+15 1.1604 11.17 I I Q V 16+20 1.2241 9.25 I Q I V 16+25 1.2659 6.07 I Q I V 16+30 1.2968 4.49 Q V 16+35 1.3234 3.85 Q V 16+40 1. 3470 3.43 Q V 16+45 1.3681 3.07 Q VI 16+50 1.3873 2.78 Q VI 16+55 1.4048 2.53 Q V 17+ 0 1.4208 2.33 Q V 17+ 5 1.4356 2.15 Q V 17+10 1.4497 2.05 Q V 17+15 1.4629 1. 92 Q V 17+20 1. 4753 1. 80 Q V 17+25 1.4870 1. 70 Q V 17+30 1.4981 1. 61 Q V 17+35 1.5086 1. 53 Q V 17+40 1.5187 1. 45 Q V 17+45 1.5284 1. 41 Q V 17+50 1. 5377 1. 36 Q V 17+55 1.5467 1. 30 Q V 18+ 0 1.5547 1. 1 7 Q V 18+ 5 1.5625 1. 13 Q V 18+10 1.5699 1. 08 Q V 18+15 1.5769 1. 01 Q V 18+20 1.5834 0.95 Q V 18+25 1.5897 0.91 Q V 18+30 1.5958 0.88 Q V 18+35 1.6017 0.86 Q V 18+40 1. 607 5 0.83 Q V 18+45 1.6131 0.81 Q V 18+50 1.6185 0.79 Q V 18+55 1.6239 0.78 Q V 19+ 0 1.6291 0.76 Q V 19+ 5 1.6342 0.74 Q V 19+10 1.6392 0.73 Q V 19+15 1.6441 0.71 Q V 19+20 1.6490 0.70 Q V 19+25 1.6537 0.69 Q V 19+30 1.6584 0.68 Q V 19+35 1.6630 0.67 Q V 19+40 1. 667 5 0.66 Q V 19+45 1.6720 0.65 Q V 19+50 1.6764 0.64 Q V 19+55 1.6807 0.63 Q V 20+ 0 1.6850 0.62 Q V 20+ 5 1.6892 0.61 Q V 20+10 1.6934 0.61 Q V 20+15 1. 697 5 0.60 Q V 20+20 1.7016 0.59 Q V 20+25 1.7056 0.58 Q V 20+30 1.7096 0.58 Q V 20+35 1.7135 0.57 Q V 20+40 1.7174 0.56 Q V 20+45 1.7212 0.56 Q V 20+50 1.7250 0.55 Q V 20+55 1.7288 0.55 Q V 21+ 0 1.7325 0.54 Q V 21+ 5 1.7362 0.54 Q V 21+10 1.7399 0.53 Q V 21+15 1.7435 0.53 Q V 21+20 1.7471 0.52 Q V 21+25 1.7506 0.52 Q V 21+30 1. 7541 0.51 Q V 21+35 1. 7576 0.51 Q V 21+40 1.7611 0.50 Q V 21+45 1.7645 0.50 Q V 21+50 1.7679 0.49 Q V 21+55 1.7713 0.49 Q V 22+ 0 1.7746 0.49 Q V 22+ 5 1.7779 0.48 Q V 22+10 1.7812 0.48 Q V 22+15 1.7845 0.47 Q V 22+20 1.7877 0.47 Q V 22+25 1.7909 0.47 Q V 22+30 1.7941 0.46 Q V 22+35 1.7973 0.46 Q V 22+40 1.8004 0.46 Q V 22+45 1.8035 0.45 Q V 22+50 1.8066 0.45 Q V 22+55 1.8097 0.45 Q V 23+ 0 1.8127 0.44 Q V 23+ 5 1.8158 0.44 Q V 23+10 1.8188 0.44 Q V 23+15 1.8218 0.43 Q V 23+20 1. 824 7 0.43 Q V 23+25 1. 8277 0.43 Q V 23+30 1.8306 0.43 Q V 23+35 1.8335 0.42 Q V 23+40 1.8364 0.42 Q V 23+45 1.8393 0.42 Q V 23+50 1.8421 0.41 Q V 23+55 1.8450 0.41 Q V 24+ 0 1. 8478 0.41 Q V 24+ 5 1.8505 0.39 Q V 24+10 1.8528 0.33 Q V 24+15 1.8544 0.24 Q V 24+20 1.8555 0.16 Q V 24+25 1.8563 0.12 Q V 24+30 1.8569 0.09 Q V 24+35 1.8574 0.07 Q V 24+40 1.8579 0.06 Q V 24+45 1.8582 0.05 Q V 24+50 1.8585 0.04 Q V 24+55 1.8587 0.03 Q V 25+ 0 1.8589 0.03 Q V 25+ 5 1.8591 0.02 Q V 25+10 1.8592 0.02 Q V 25+15 1.8593 0.02 Q V 25+20 1.8594 0.01 Q V 25+25 1.8595 0.01 Q V 25+30 1.8595 0.01 Q V 25+35 1.8596 0.01 Q V 25+40 1.8596 0.00 Q V 25+45 1.8596 0.00 Q V 25+50 1.8596 0.00 Q V ----------------------------------------------------------------------- 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 -2018, Version 9.0 Study date 03/08/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardino County Synthetic Unit Hydrology Method Manual date -August 1986 Program License Serial Number 6484 DIVERSIFED-MAPLE AVE UH ANALYSIS-PRE-DEVELOPED CONDITION 10-YR STORM EVENT 2-STORM EVENT Storm Event Year= 10 Antecedent Moisture Condition 1 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 10 8.20 1 0.82 Rainfall data for year 10 8.20 Rainfall data for year 10 8.20 6 24 2.18 4.08 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm******** SCS curve SCS curve No. (AMCII) NO. (AMC 1) 78.0 60.6 Area (Ac.) 8.20 Area Fraction 1.000 Area-averaged adjusted loss rate Fm (In/Hr) Fp (Fig C6) Ap (In/Hr) (dee.) 0.671 1.000 0.671 ********* Area-Averaged low loss rate fraction, Yb ********** Area (Ac.) 8.20 Area Fract 1.000 SCS CN (AMC2) 78.0 SCS CN (AMCl) 60.6 s 6.50 Area-averaged catchment yield fraction, Y 0.204 Area-averaged low loss fraction, Yb= 0.796 Pervious Yield Fr 0.204 Fm (In/Hr) 0.671 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area= 8.20(Ac.) Catchment Lag time= 0.233 hours Unit interval 5.000 minutes Unit interval percentage of lag time= 35.7654 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.671(In/Hr) Average low loss rate fraction (Yb) = 0.796 (decimal) VALLEY UNDEVELOPED S-Graph Selected Computed peak 5-minute rainfall= 0.303(In) Computed peak 30-minute rainfall 0.621(In) Specified peak 1-hour rainfall= 0.820(In) Computed peak 3-hour rainfall= l.493(In) Specified peak 6-hour rainfall= 2.180(In) Specified peak 24-hour rainfall= 4.080(In) Rainfall depth area reduction factors: Usingatotalareaof 8.20(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall 0.303(In) 30-minute factor = 1.000 Adjusted rainfall 0.621(In) 1-hour factor 1.000 Adjusted rainfall 0.820(In) 3-hour factor = 1.000 Adjusted rainfall l.493(In) 6-hour factor = 1.000 Adjusted rainfall 2.180(In) 24-hour factor = 1.000 Adjusted rainfall 4.080(In) U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Peak Unit Number 1 2 3 4 5 6 7 8 9 10 11 12 (K 'S' Graph Mean values 99.17 3.697 18.341 42.237 61.560 71.617 77.430 81.717 85. 077 87.708 89.873 91.624 93.054 94.200 95.285 96.209 96. 968 97.619 98.163 98.614 98.974 99.332 99.690 100.000 Unit Hydrograph ((CFS)) (CFS)) 3.666 14.523 23.697 19.162 9.974 5.765 4.252 3.332 2.609 2.147 1.736 1. 419 1.136 1.076 0.917 0.753 0.645 0.539 0.448 0.357 0.355 0.355 0.308 Adjusted mass rainfall Unit rainfall (In) (In) 0.3034 0.3034 0.4003 0.0969 0.4708 0.0705 0.5282 0.0574 0.5775 0.0493 0.6212 0.0437 0.6607 0.0395 0.6970 0.0362 0.7306 0.0336 0.7620 0.0314 0.7916 0.0296 0.8197 0.0280 13 0.8563 0.0366 14 0.8917 0.0354 15 0.9259 0.0342 16 0.9591 0.0332 17 0.9914 0.0323 18 1.0228 0.0314 19 1.0535 0.0306 20 1.0834 0.0299 21 1.1126 0.0292 22 1.1412 0.0286 23 1.1693 0.0280 24 1.1968 0.0275 25 1.2238 0.0270 26 1.2502 0.0265 27 1.2763 0.0260 28 1.3019 0.0256 29 1.3271 0.0252 30 1.3518 0.0248 31 1.3763 0.0244 32 1.4003 0.0241 33 1.4241 0.0237 34 1. 4475 0.0234 35 1.4706 0.0231 36 1.4933 0.0228 37 1.5158 0.0225 38 1.5381 0.0222 39 1.5600 0.0220 40 1.5817 0.0217 41 1.6032 0.0215 42 1.6244 0.0212 43 1.6454 0.0210 44 1.6662 0.0208 45 1.6867 0.0206 46 1.7071 0.0204 47 1.7273 0.0202 48 1. 7472 0.0200 49 1.7670 0.0198 50 1.7866 0.0196 51 1.8060 0.0194 52 1.8252 0.0192 53 1.8443 0.0191 54 1.8632 0.0189 55 1.8820 0.0188 56 1.9006 0.0186 57 1. 9190 0.0184 58 1.9373 0.0183 59 1.9555 0.0182 60 1.9735 0.0180 61 1.9914 0.0179 62 2.0091 0.0178 63 2.0267 0.0176 64 2.0442 0.0175 65 2.0616 0.0174 66 2.0788 0.0172 67 2.0960 0.0171 68 2.1130 0.0170 69 2.1299 0.0169 70 2.1467 0.0168 71 2.1634 0.0167 72 2.1799 0.0166 73 2.1936 0.0136 74 2.2071 0.0135 75 2.2206 0.0134 76 2.2339 0.0133 77 2.2471 0.0132 78 2.2603 0.0131 79 2.2733 0.0131 80 2.2863 0.0130 81 2.2992 0.0129 82 2.3120 0.0128 83 2.3247 0.0127 84 2.3373 0.0126 85 2.3498 0.0125 86 2.3623 0.0125 87 2.3747 0.0124 88 2.3870 0.0123 89 2.3992 0.0122 90 2.4114 0.0122 91 2.4234 0.0121 92 2.4354 0.0120 93 2.4474 0.0119 94 2.4592 0.0119 95 2.4710 0. 0118 96 2.4828 0.0117 97 2.4944 0.0117 98 2.5060 0.0116 99 2.5175 0. 0115 100 2.5290 0. 0115 101 2.5404 0.0114 102 2.5518 0.0113 103 2.5630 0.0113 104 2.5743 0.0112 105 2.5854 0.0112 106 2.5965 0.0111 107 2.6076 0. 0110 108 2.6186 0. 0110 109 2.6295 0.0109 110 2.6404 0.0109 111 2.6512 0.0108 112 2.6620 0.0108 113 2. 6727 0.0107 114 2.6834 0.0107 115 2.6940 0.0106 116 2.7045 0.0106 117 2.7151 0.0105 118 2. 7255 0.0105 119 2.7359 0.0104 120 2.7463 0.0104 121 2.7566 0.0103 122 2.7669 0.0103 123 2.7771 0.0102 124 2.7873 0.0102 125 2.7975 0.0101 126 2.8076 0.0101 127 2.8176 0.0101 128 2.8276 0.0100 129 2.8376 0.0100 130 2.8475 0.0099 131 2.8574 0.0099 132 2.8672 0.0098 133 2.8770 0.0098 134 2.8868 0.0098 135 2.8965 0.0097 136 2.9062 0.0097 137 2.9159 0. 0096 138 2.9255 0. 0096 139 2.9350 0. 0096 140 2.9446 0.0095 141 2.9540 0.0095 142 2. 9635 0.0095 143 2.9729 0.0094 144 2.9823 0.0094 145 2.9916 0.0093 146 3.0010 0.0093 147 3.0102 0.0093 148 3.0195 0.0092 149 3.0287 0.0092 150 3.0378 0.0092 151 3.0470 0.0091 152 3.0561 0.0091 153 3.0652 0.0091 154 3.0742 0.0090 155 3.0832 0.0090 156 3.0922 0.0090 157 3.1011 0.0089 158 3.1101 0.0089 159 3.1189 0.0089 160 3.1278 0.0089 161 3.1366 0.0088 162 3.1454 0.0088 163 3.1542 0.0088 164 3.1629 0.0087 165 3.1716 0.0087 166 3.1803 0.0087 167 3.1889 0.0086 168 3.1976 0.0086 169 3.2062 0.0086 170 3.2147 0.0086 171 3.2233 0.0085 172 3.2318 0.0085 173 3.2402 0.0085 174 3.2487 0.0085 175 3.2571 0.0084 176 3.2655 0.0084 177 3.2739 0.0084 178 3.2823 0.0084 179 3.2906 0.0083 180 3.2989 0.0083 181 3.3072 0.0083 182 3.3154 0.0082 183 3.3236 0.0082 184 3.3318 0.0082 185 3.3400 0.0082 186 3.3482 0.0082 187 3.3563 0.0081 188 3.3644 0.0081 189 3. 3725 0.0081 190 3.3805 0.0081 191 3.3886 0.0080 192 3.3966 0.0080 193 3.4045 0.0080 194 3.4125 0.0080 195 3.4205 0.0079 196 3.4284 0.0079 197 3.4363 0.0079 198 3.4441 0.0079 199 3.4520 0.0079 200 3.4598 0.0078 201 3.4676 0.0078 202 3.4754 0.0078 203 3.4832 0.0078 204 3.4909 0.0077 205 3.4987 0.0077 206 3.5064 0.0077 207 3.5141 0.0077 208 3.5217 0.0077 209 3.5294 0.0076 210 3.5370 0.0076 211 3.5446 0.0076 212 3.5522 0.0076 213 3.5598 0.0076 214 3.5673 0.0075 215 3.5748 0.0075 216 3.5823 0.0075 217 3.5898 0.0075 218 3.5973 0.0075 219 3.6048 0.0075 220 3.6122 0.0074 221 3.6196 0.0074 222 3.6270 0.0074 223 3.6344 0.0074 224 3.6417 0.0074 225 3.6491 0.0073 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 Unit Period (number) 1 2 3 3.6564 3.6637 3.6710 3.6783 3.6855 3.6928 3.7000 3.7072 3.7144 3.7215 3.7287 3.7358 3.7429 3.7500 3.7571 3.7642 3.7712 3.7783 3.7853 3.7923 3.7993 3.8063 3.8132 3.8202 3.8271 3.8340 3.8409 3.8478 3.8547 3.8615 3.8684 3.8752 3.8820 3.8888 3.8956 3.9023 3.9091 3.9158 3.9226 3.9293 3.9360 3.9427 3.9493 3.9560 3.9626 3. 9693 3.9759 3.9825 3.9891 3.9956 4.0022 4.0087 4.0153 4.0218 4.0283 4.0348 4.0413 4.0478 4.0542 4.0607 4.0671 4.0735 4.0800 Unit Rainfall (In) 0.0064 0.0064 0.0064 0.0073 0.0073 0.0073 0.0073 0.0073 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 0.0071 0.0071 0.0071 0.0071 0.0071 0.0071 0.0070 0.0070 0.0070 0.0070 0.0070 0.0070 0.0069 0.0069 0.0069 0.0069 0.0069 0.0069 0.0069 0.0068 0.0068 0.0068 0.0068 0.0068 0.0068 0.0068 0.0067 0.0067 0.0067 0.0067 0.0067 0.0067 0.0067 0.0066 0.0066 0.0066 0.0066 0.0066 0.0066 0.0066 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065 0.0064 0.0064 0.0064 0.0064 Unit Soil-Loss (In) 0.0051 0.0051 0.0051 Effective Rainfall (In) 0.0013 0.0013 0.0013 4 0.0065 0.0051 0.0013 5 0.0065 0.0052 0.0013 6 0.0065 0.0052 0.0013 7 0.0065 0.0052 0.0013 8 0.0065 0.0052 0.0013 9 0.0066 0.0052 0.0013 10 0.0066 0.0052 0.0013 11 0.0066 0.0053 0.0013 12 0.0066 0.0053 0.0013 13 0.0066 0.0053 0.0014 14 0.0067 0.0053 0.0014 15 0.0067 0.0053 0.0014 16 0.0067 0.0053 0.0014 17 0.0067 0.0054 0.0014 18 0.0067 0.0054 0.0014 19 0.0068 0.0054 0.0014 20 0.0068 0.0054 0.0014 21 0.0068 0.0054 0.0014 22 0.0068 0.0054 0.0014 23 0.0069 0.0055 0.0014 24 0.0069 0.0055 0.0014 25 0.0069 0.0055 0.0014 26 0.0069 0.0055 0.0014 27 0.0069 0.0055 0.0014 28 0.0070 0.0055 0.0014 29 0.0070 0.0056 0.0014 30 0.0070 0.0056 0.0014 31 0.0070 0.0056 0.0014 32 0.0071 0.0056 0.0014 33 0.0071 0.0056 0.0014 34 0.0071 0.0057 0.0014 35 0.0071 0.0057 0.0015 36 0.0072 0.0057 0.0015 37 0.0072 0.0057 0.0015 38 0.0072 0.0057 0.0015 39 0.0072 0.0058 0.0015 40 0.0073 0.0058 0.0015 41 0.0073 0.0058 0.0015 42 0.0073 0.0058 0.0015 43 0.0073 0.0058 0.0015 44 0.0074 0.0059 0.0015 45 0.0074 0.0059 0.0015 46 0.0074 0.0059 0.0015 47 0.0075 0.0059 0.0015 48 0.0075 0.0059 0.0015 49 0.0075 0.0060 0.0015 50 0.0075 0.0060 0.0015 51 0.0076 0.0060 0.0015 52 0.0076 0.0060 0.0015 53 0.0076 0.0061 0.0016 54 0.0076 0.0061 0.0016 55 0.0077 0.0061 0.0016 56 0.0077 0.0061 0.0016 57 0.0077 0.0062 0.0016 58 0.0078 0.0062 0.0016 59 0.0078 0.0062 0.0016 60 0.0078 0.0062 0.0016 61 0.0079 0.0063 0.0016 62 0.0079 0.0063 0.0016 63 0.0079 0.0063 0.0016 64 0.0080 0.0063 0.0016 65 0.0080 0.0064 0.0016 66 0.0080 0.0064 0.0016 67 0.0081 0.0064 0.0016 68 0.0081 0.0064 0.0017 69 0.0082 0.0065 0.0017 70 0.0082 0.0065 0.0017 71 0.0082 0.0065 0.0017 72 0.0082 0.0066 0.0017 73 0.0083 0.0066 0.0017 74 0.0083 0.0066 0.0017 75 0.0084 0.0067 0.0017 76 0.0084 0.0067 0.0017 77 0.0085 0.0067 0.0017 78 0.0085 0.0068 0.0017 79 0.0085 0.0068 0.0017 80 0.0086 0.0068 0.0017 81 0.0086 0.0069 0.0018 82 0.0086 0.0069 0.0018 83 0.0087 0.0069 0.0018 84 0.0087 0.0070 0.0018 85 0.0088 0.0070 0.0018 86 0.0088 0.0070 0.0018 87 0.0089 0.0071 0.0018 88 0.0089 0.0071 0.0018 89 0.0090 0.0071 0.0018 90 0.0090 0.0072 0.0018 91 0.0091 0.0072 0.0019 92 0.0091 0.0072 0.0019 93 0.0092 0.0073 0.0019 94 0.0092 0.0073 0.0019 95 0.0093 0.0074 0.0019 96 0.0093 0.0074 0.0019 97 0.0094 0.0075 0.0019 98 0.0094 0.0075 0.0019 99 0.0095 0.0076 0.0019 100 0.0095 0.0076 0.0019 101 0. 0096 0.0076 0.0020 102 0. 0096 0.0077 0.0020 103 0.0097 0.0077 0.0020 104 0.0098 0.0078 0.0020 105 0.0098 0.0078 0.0020 106 0.0099 0.0079 0.0020 107 0.0100 0.0079 0.0020 108 0.0100 0.0080 0.0020 109 0.0101 0.0080 0.0021 110 0.0101 0.0081 0.0021 111 0.0102 0.0081 0.0021 112 0.0103 0.0082 0.0021 113 0.0104 0.0083 0.0021 114 0.0104 0.0083 0.0021 115 0.0105 0.0084 0.0021 116 0.0106 0.0084 0.0022 117 0.0107 0.0085 0.0022 118 0.0107 0.0085 0.0022 119 0.0108 0.0086 0.0022 120 0.0109 0.0087 0.0022 121 0. 0110 0.0087 0.0022 122 0. 0110 0.0088 0.0023 123 0.0112 0.0089 0.0023 124 0.0112 0.0089 0.0023 125 0.0113 0.0090 0.0023 126 0.0114 0.0091 0.0023 127 0. 0115 0.0092 0.0024 128 0.0116 0.0092 0.0024 129 0.0117 0.0093 0.0024 130 0. 0118 0.0094 0.0024 131 0.0119 0.0095 0.0024 132 0.0120 0. 0096 0.0024 133 0.0122 0.0097 0.0025 134 0.0122 0.0097 0.0025 135 0.0124 0.0099 0.0025 136 0.0125 0.0099 0.0025 137 0.0126 0.0100 0.0026 138 0.0127 0.0101 0.0026 139 0.0129 0.0102 0.0026 140 0.0130 0.0103 0.0026 141 0.0131 0.0105 0.0027 142 0.0132 0.0105 0.0027 143 0.0134 0.0107 0.0027 144 0.0135 0.0108 0.0028 145 0.0166 0.0132 0.0034 146 0.0167 0.0133 0.0034 147 0.0169 0.0135 0.0034 148 0.0170 0.0135 0.0035 149 0.0172 0.0137 0.0035 150 0.0174 0.0138 0.0035 151 0.0176 0.0140 0.0036 152 0.0178 0.0141 0.0036 153 0.0180 0.0143 0.0037 154 0.0182 0.0145 0.0037 155 0.0184 0.0147 0.0038 156 0.0186 0.0148 0.0038 157 0.0189 0.0151 0.0039 158 0.0191 0.0152 0.0039 159 0.0194 0.0155 0.0040 160 0.0196 0.0156 0.0040 161 0.0200 0.0159 0.0041 162 0.0202 0.0160 0.0041 163 0.0206 0.0164 0.0042 164 0.0208 0.0165 0.0042 165 0.0212 0.0169 0.0043 166 0.0215 0.0171 0.0044 167 0.0220 0.0175 0.0045 168 0.0222 0.0177 0.0045 169 0.0228 0.0181 0.0047 170 0.0231 0.0184 0.0047 171 0.0237 0.0189 0.0048 172 0.0241 0.0192 0.0049 173 0.0248 0.0197 0.0051 174 0.0252 0.0200 0.0051 175 0.0260 0.0207 0.0053 176 0.0265 0.0211 0.0054 177 0.0275 0.0219 0.0056 178 0.0280 0.0223 0.0057 179 0.0292 0.0233 0.0060 180 0.0299 0.0238 0.0061 181 0.0314 0.0250 0.0064 182 0.0323 0.0257 0.0066 183 0.0342 0. 0272 0.0070 184 0.0354 0.0281 0.0072 185 0.0280 0.0223 0.0057 186 0.0296 0.0236 0.0060 187 0.0336 0.0268 0.0069 188 0.0362 0.0289 0.0074 189 0.0437 0.0348 0.0089 190 0.0493 0.0393 0.0101 191 0.0705 0.0559 0.0145 192 0.0969 0.0559 0.0410 193 0.3034 0.0559 0.2474 194 0.0574 0.0457 0.0117 195 0.0395 0.0314 0.0081 196 0.0314 0.0250 0.0064 197 0.0366 0.0291 0.0075 198 0.0332 0.0264 0.0068 199 0.0306 0.0244 0.0063 200 0.0286 0.0228 0.0058 201 0.0270 0.0215 0.0055 202 0.0256 0.0204 0.0052 203 0.0244 0.0194 0.0050 204 0.0234 0.0186 0.0048 205 0.0225 0.0179 0.0046 206 0.0217 0.0173 0.0044 207 0.0210 0.0167 0.0043 208 0.0204 0.0162 0.0042 209 0.0198 0.0157 0.0040 210 0.0192 0.0153 0.0039 211 0.0188 0.0149 0.0038 212 0.0183 0.0146 0.0037 213 0.0179 0.0142 0.0036 214 0.0175 0.0139 0.0036 215 0.0171 0.0136 0.0035 216 0.0168 0.0134 0.0034 217 0.0136 0.0109 0.0028 218 0.0133 0.0106 0.0027 219 0.0131 0.0104 0.0027 220 0.0128 0.0102 0.0026 221 0.0125 0.0100 0.0026 222 0.0123 0.0098 0.0025 223 0.0121 0. 0096 0.0025 224 0.0119 0.0094 0.0024 225 0.0117 0.0093 0.0024 226 0. 0115 0.0091 0.0023 227 0.0113 0.0090 0.0023 228 0.0111 0.0088 0.0023 229 0.0109 0.0087 0.0022 230 0.0108 0.0086 0.0022 231 0.0106 0.0085 0.0022 232 0.0105 0.0083 0.0021 233 0.0103 0.0082 0.0021 234 0.0102 0.0081 0.0021 235 0.0101 0.0080 0.0021 236 0.0099 0.0079 0.0020 237 0.0098 0.0078 0.0020 238 0.0097 0.0077 0.0020 239 0. 0096 0.0076 0.0020 240 0.0095 0.0075 0.0019 241 0.0093 0.0074 0.0019 242 0.0092 0.0074 0.0019 243 0.0091 0.0073 0.0019 244 0.0090 0.0072 0.0018 245 0.0089 0.0071 0.0018 246 0.0089 0.0070 0.0018 247 0.0088 0.0070 0.0018 248 0.0087 0.0069 0.0018 249 0.0086 0.0068 0.0018 250 0.0085 0.0068 0.0017 251 0.0084 0.0067 0.0017 252 0.0084 0.0066 0.0017 253 0.0083 0.0066 0.0017 254 0.0082 0.0065 0.0017 255 0.0081 0.0065 0.0017 256 0.0081 0.0064 0.0016 257 0.0080 0.0064 0.0016 258 0.0079 0.0063 0.0016 259 0.0079 0.0063 0.0016 260 0.0078 0.0062 0.0016 261 0.0077 0.0062 0.0016 262 0.0077 0.0061 0.0016 263 0.0076 0.0061 0.0016 264 0.0075 0.0060 0.0015 265 0.0075 0.0060 0.0015 266 0.0074 0.0059 0.0015 267 0.0074 0.0059 0.0015 268 0.0073 0.0058 0.0015 269 0.0073 0.0058 0.0015 270 0.0072 0.0057 0.0015 271 0.0072 0.0057 0.0015 272 0.0071 0.0057 0.0015 273 0.0071 0.0056 0.0014 274 0.0070 0.0056 0.0014 275 0.0070 0.0056 0.0014 276 0.0069 0.0055 0.0014 277 0.0069 0.0055 0.0014 278 0.0068 0.0054 0.0014 279 0.0068 0.0054 0.0014 280 0.0068 0.0054 0.0014 281 0.0067 0.0053 0.0014 282 0.0067 0.0053 0.0014 283 0.0066 0.0053 0.0014 284 0.0066 0.0052 0.0013 285 0.0065 0.0052 0.0013 286 0.0065 0.0052 0.0013 287 0.0065 0.0052 0.0013 288 0.0064 Total soil rain loss= Total effective rainfall= 0.0051 3.04(In) l.04(In) Peak flow rate in flood hydrograph = 0.0013 7.21(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 -HOUR STORM R u n o f f Hydrograph in 5 H y d r o g r a p h Minute intervals ((CFS)) -------------------------------------------------------------------- Time (h+m) Volume Ac.Ft Q (CFS) 0 2.5 5.0 7.5 10.0 -------------------------------------------------- --------- --------- o+ 5 0.0000 0.00 Q 0+10 0.0002 0.02 Q 0+15 0.0006 0.05 Q 0+20 0. 0011 0.08 Q 0+25 0.0018 0.09 Q 0+30 0.0025 0.10 Q 0+35 0.0032 0.11 Q 0+40 0.0040 0.11 Q 0+45 0.0048 0.12 Q 0+50 0.0056 0.12 Q 0+55 0.0064 0.12 Q 1+ 0 0.0073 0.12 Q 1+ 5 0.0081 0.13 Q 1+10 0.0090 0.13 Q 1+15 0.0099 0.13 Q 1+20 0.0108 0.13 Q 1+25 0.0117 0.13 Q 1+30 0.0126 0.13 Q 1+35 0.0135 0.13 Q 1+40 0.0144 0.13 Q 1+45 0.0154 0.14 Q 1+50 0.0163 0.14 Q 1+55 0.0173 0.14 Q 2+ 0 0.0182 0.14 QV 2+ 5 0.0191 0.14 QV 2+10 0.0201 0.14 QV 2+15 0.0211 0.14 QV 2+20 0.0220 0.14 QV 2+25 0.0230 0.14 QV 2+30 0.0239 0.14 QV 2+35 0.0249 0.14 QV 2+40 0.0259 0.14 QV 2+45 0.0268 0.14 QV 2+50 0.0278 0.14 QV 2+55 0.0288 0.14 QV 3+ 0 0.0298 0.14 QV 3+ 5 0.0308 0.14 QV 3+10 0.0318 0.14 QV 3+15 0.0328 0.14 QV 3+20 0.0337 0.14 QV 3+25 0.0347 0.15 QV 3+30 0.0358 0.15 Q V 3+35 0.0368 0.15 Q V 3+40 0.0378 0.15 Q V 3+45 0.0388 0.15 Q V 3+50 0.0398 0.15 Q V 3+55 0.0408 0.15 Q V 4+ 0 0.0418 0.15 Q V 4+ 5 0.0429 0.15 Q V 4+10 0.0439 0.15 Q V 4+15 0.0450 0.15 Q V 4+20 0.0460 0.15 Q V 4+25 0.0470 0.15 Q V 4+30 0.0481 0.15 Q V 4+35 0.0491 0.15 Q V 4+40 0.0502 0.15 Q V 4+45 0.0513 0.15 Q V 4+50 0.0523 0.15 Q V 4+55 0.0534 0.16 Q V 5+ 0 0.0545 0.16 Q V 5+ 5 0.0555 0.16 Q V 5+10 0.0566 0.16 Q V 5+15 0. 0577 0.16 Q V 5+20 0.0588 0.16 Q V 5+25 0.0599 0.16 Q V 5+30 0.0610 0.16 Q V 5+35 0.0621 0.16 Q V 5+40 0.0632 0.16 Q V 5+45 0.0643 0.16 Q V 5+50 0.0655 0.16 Q V 5+55 0.0666 0.16 Q V 6+ 0 0.0677 0.16 Q V 6+ 5 0.0688 0.16 Q V 6+10 0.0700 0.17 Q V 6+15 0.0711 0.17 Q V 6+20 0. 0723 0.17 Q V 6+25 0.0734 0.17 Q V 6+30 0.0746 0.17 Q V 6+35 0.0758 0.17 Q V 6+40 0.0769 0.17 Q V 6+45 0.0781 0.17 Q V 6+50 0.0793 0.17 Q V 6+55 0.0805 0.17 Q V 7+ 0 0.0817 0.17 Q V 7+ 5 0.0829 0.17 Q V 7+10 0.0841 0.18 Q V 7+15 0.0853 0.18 Q V 7+20 0.0865 0.18 Q V 7+25 0.0877 0.18 Q V 7+30 0.0890 0.18 Q V 7+35 0.0902 0.18 Q V 7+40 0.0914 0.18 Q V 7+45 0.0927 0.18 Q V 7+50 0.0939 0.18 Q V 7+55 0.0952 0.18 Q V 8+ 0 0.0965 0.18 Q V 8+ 5 0.0978 0.19 Q V 8+10 0.0990 0.19 Q V 8+15 0.1003 0.19 Q V 8+20 0.1016 0.19 Q V 8+25 0.1029 0.19 Q V 8+30 0.1042 0.19 Q V 8+35 0.1056 0.19 Q V 8+40 0.1069 0.19 Q V 8+45 0.1082 0.19 Q V 8+50 0.1096 0.20 Q V 8+55 0.1109 0.20 Q V 9+ 0 0.1123 0.20 Q V 9+ 5 0.1137 0.20 Q V 9+10 0.1150 0.20 Q V 9+15 0.1164 0.20 Q V 9+20 0.1178 0.20 Q V 9+25 0.1192 0.20 Q V 9+30 0.1206 0.21 Q V 9+35 0.1221 0.21 Q V 9+40 0.1235 0.21 Q V 9+45 0.1249 0.21 Q V 9+50 0.1264 0.21 Q V 9+55 0.1278 0.21 Q V 10+ 0 0.1293 0.21 Q V 10+ 5 0.1308 0.22 Q V 10+10 0.1323 0.22 Q V 10+15 0.1338 0.22 Q V 10+20 0.1353 0.22 Q V 10+25 0.1369 0.22 Q V 10+30 0.1384 0.22 Q V 10+35 0.1399 0.23 Q V 10+40 0.1415 0.23 Q V 10+45 0.1431 0.23 Q V 10+50 0.1447 0.23 Q V 10+55 0.1463 0.23 Q V 11+ 0 0.1479 0.23 Q V 11+ 5 0.1495 0.24 Q V 11+10 0.1512 0.24 Q V 11+15 0.1528 0.24 Q V 11+20 0.1545 0.24 Q V 11+25 0.1562 0.25 Q V 11+30 0.1579 0.25 Q V 11+35 0.1596 0.25 Q V 11+40 0.1614 0.25 Q V 11+45 0.1631 0.25 Q V 11+50 0.1649 0.26 Q V 11+55 0.1667 0.26 Q V 12+ 0 0.1685 0.26 Q V 12+ 5 0.1703 0.27 Q V 12+10 0. 1 723 0.28 Q V 12+15 0.1743 0.30 Q V 12+20 0.1764 0.31 Q V 12+25 0.1786 0.32 Q V 12+30 0.1809 0.33 Q V 12+35 0.1832 0.33 Q V 12+40 0.1855 0.34 Q V 12+45 0.1878 0.34 Q V 12+50 0.1902 0.35 Q V 12+55 0.1926 0.35 Q V 13+ 0 0.1951 0.36 Q V 13+ 5 0.1976 0.36 Q V 13+10 0.2001 0.37 Q V 13+15 0.2026 0.37 Q V 13+20 0.2052 0.38 Q V 13+25 0.2078 0.38 Q V 13+30 0.2105 0.39 Q V 13+35 0.2132 0.39 Q V 13+40 0.2159 0.40 Q V 13+45 0.2187 0.40 Q V 13+50 0.2215 0.41 Q V 13+55 0.2244 0.42 Q V 14+ 0 0.2273 0.42 Q V 14+ 5 0.2303 0.43 Q V 14+10 0.2333 0.44 Q V 14+15 0.2363 0.44 Q V 14+20 0.2394 0.45 Q V 14+25 0.2426 0.46 Q V 14+30 0.2459 0.47 Q V 14+35 0.2492 0.48 Q V 14+40 0.2525 0.49 Q V 14+45 0.2560 0.50 Q V 14+50 0.2595 0.51 Q V 14+55 0.2632 0.53 Q V 15+ 0 0.2669 0.54 Q V 15+ 5 0.2708 0.56 Q V 15+10 0.2747 0.58 Q V 15+15 0.2789 0.60 Q V 15+20 0.2831 0.62 Q V 15+25 0.2875 0.64 Q V 15+30 0.2919 0.64 Q V 15+35 0.2961 0.62 Q V 15+40 0.3004 0.62 Q V 15+45 0.3049 0.65 Q V 15+50 0.3098 0.71 Q V 15+55 0.3153 0.79 Q V 16+ 0 0.3223 1. 02 Q V 16+ 5 0.3382 2.31 Q V 16+10 0.3739 5.18 QV 16+15 0.4235 7.21 I V Q 16+20 0.4636 5.82 I Q V 16+25 0.4873 3.44 Q I V 16+30 0.5033 2.32 Q V I 16+35 0.5163 1. 89 Q VI 16+40 0.5274 1. 61 Q VI 16+45 0.5369 1. 39 Q V 16+50 0.5454 1. 23 Q V 16+55 0.5529 1. 09 Q V 17+ 0 0.5596 0.97 Q V 17+ 5 0.5656 0.87 Q V 17+10 0.5713 0.83 Q V 17+15 0.5765 0.76 Q V 17+20 0.5814 0.70 Q V 17+25 0.5859 0.65 Q V 17+30 0.5900 0.61 Q V 17+35 0.5939 0.57 Q V 17+40 0.5976 0.53 Q V 17+45 0.6011 0.52 Q V 17+50 0.6046 0.50 Q V 17+55 0.6078 0.47 Q V 18+ 0 0.6104 0.38 Q V 18+ 5 0.6130 0.37 Q V 18+10 0.6154 0.35 Q V 18+15 0. 61 77 0.33 Q V 18+20 0.6198 0.31 Q V 18+25 0.6219 0.30 Q V 18+30 0.6239 0.29 Q V 18+35 0.6258 0.28 Q V 18+40 0. 6277 0.27 Q V 18+45 0.6295 0.26 Q V 18+50 0.6313 0.26 Q V 18+55 0.6330 0.25 Q V 19+ 0 0.6347 0.25 Q V 19+ 5 0.6364 0.24 Q V 19+10 0.6380 0.24 Q V 19+15 0.6396 0.23 Q V 19+20 0.6412 0.23 Q V 19+25 0.6427 0.22 Q V 19+30 0.6443 0.22 Q V 19+35 0.6458 0.22 Q V 19+40 0. 64 72 0.21 Q V 19+45 0.6487 0.21 Q V 19+50 0.6501 0.21 Q V 19+55 0.6515 0.20 Q V 20+ 0 0.6529 0.20 Q V 20+ 5 0.6543 0.20 Q V 20+10 0.6557 0.20 Q V 20+15 0.6570 0.19 Q V 20+20 0.6583 0.19 Q V 20+25 0.6596 0.19 Q V 20+30 0.6609 0.19 Q V 20+35 0.6622 0.19 Q V 20+40 0.6635 0.18 Q V 20+45 0.6647 0.18 Q V 20+50 0.6660 0.18 Q V 20+55 0. 6672 0.18 Q V 21+ 0 0.6684 0.18 Q V 21+ 5 0. 6696 0.17 Q V 21+10 0.6708 0.17 Q V 21+15 0.6720 0.17 Q V 21+20 0.6732 0.17 Q V 21+25 0.6743 0.17 Q V 21+30 0.6755 0.17 Q V 21+35 0.6766 0.17 Q V 21+40 0. 6777 0.16 Q V 21+45 0.6788 0.16 Q V 21+50 0.6800 0.16 Q V 21+55 0.6811 0.16 Q V 22+ 0 0.6821 0.16 Q V 22+ 5 0.6832 0.16 Q V 22+10 0.6843 0.16 Q V 22+15 0.6854 0.15 Q V 22+20 0.6864 0.15 Q V 22+25 0.6875 0.15 Q V 22+30 0.6885 0.15 Q V 22+35 0.6895 0.15 Q V 22+40 0.6905 0.15 Q V 22+45 0.6916 0.15 Q V 22+50 0.6926 0.15 Q V 22+55 0.6936 0.15 Q V 23+ 0 0.6946 0.14 Q V 23+ 5 0.6956 0.14 Q V 23+10 0. 6965 0.14 Q V 23+15 0.6975 0.14 Q V 23+20 0.6985 0.14 Q V 23+25 0.6994 0.14 Q V 23+30 0.7004 0.14 Q V 23+35 0.7013 0.14 Q V 23+40 0.7023 0.14 Q V 23+45 0.7032 0.14 Q V 23+50 0.7042 0.14 Q V 23+55 0.7051 0.13 Q V 24+ 0 0.7060 0.13 Q V 24+ 5 0.7069 0.13 Q V 24+10 0.7076 0.11 Q V 24+15 0.7082 0.08 Q V 24+20 0.7085 0.05 Q V 24+25 0.7088 0.04 Q V 24+30 0.7090 0.03 Q V 24+35 0.7092 0.02 Q V 24+40 0.7093 0.02 Q V 24+45 0.7094 0.02 Q V 24+50 0.7095 0.01 Q V 24+55 0.7096 0.01 Q V 25+ 0 0.7096 0.01 Q V 25+ 5 0.7097 0.01 Q V 25+10 0.7097 0.01 Q V 25+15 0.7098 0.01 Q V 25+20 0.7098 0.00 Q V 25+25 0.7098 0.00 Q V 25+30 0.7098 0.00 Q V 25+35 0.7098 0.00 Q V 25+40 0.7099 0.00 Q V 25+45 0.7099 0.00 Q V 25+50 0.7099 0.00 Q V ----------------------------------------------------------------------- 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 -2018, Version 9.0 Study date 03/07/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardino County Synthetic Unit Hydrology Method Manual date -August 1986 Program License Serial Number 6484 DIVERSIFED-MAPLE AVE UH ANALYSIS-PRE-DEVELOPED CONDITION 2-STORM EVENT Storm Event Year= 2 Antecedent Moisture Condition 1 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 2 8.20 Rainfall data for year 2 8.20 Rainfall data for year 2 8.20 1 6 24 0.63 1. 69 3.14 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm******** SCS curve SCS curve No. (AMCII) NO. (AMC 1) Area (Ac.) 8.20 Area Fp(Fig C6) Ap Fraction (In/Hr) (dee.) 78.0 60.6 1.000 0.671 1.000 Area-averaged adjusted loss rate Fm (In/Hr) 0.671 ********* Area-Averaged low loss rate fraction, Yb Area (Ac.) 8.20 Area Fract 1.000 SCS CN (AMC2) 78.0 SCS CN (AMCl) 60.6 s 6.50 Area-averaged catchment yield fraction, Y 0.129 Area-averaged low loss fraction, Yb= 0.871 ********** Pervious Yield Fr 0.129 Fm (In/Hr) 0.671 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area= 8.20(Ac.) Catchment Lag time= 0.233 hours Unit interval= 5.000 minutes Unit interval percentage of lag time= 35.7654 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.671(In/Hr) Average low loss rate fraction (Yb) = 0.871 (decimal) VALLEY UNDEVELOPED S-Graph Selected Computed peak 5-minute rainfall= 0.232(In) Computed peak 30-minute rainfall 0.474(In) Specified peak 1-hour rainfall= 0.626(In) Computed peak 3-hour rainfall= l.15l(In) Specified peak 6-hour rainfall= l.690(In) Specified peak 24-hour rainfall= 3.140(In) Rainfall depth area reduction factors: Usingatotalareaof 8.20(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall 0.232(In) 30-minute factor = 1.000 Adjusted rainfall 0.474(In) 1-hour factor 1.000 Adjusted rainfall 0.626(In) 3-hour factor = 1.000 Adjusted rainfall l.15l(In) 6-hour factor = 1.000 Adjusted rainfall 1. 690 (In) 24-hour factor = 1.000 Adjusted rainfall 3.140(In) U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Peak Unit Number 1 2 3 4 5 6 7 8 9 10 11 12 13 (K 'S' Graph Mean values 99.17 3.697 18.341 42.237 61.560 71.617 77.430 81.717 85. 077 87.708 89.873 91.624 93.054 94.200 95.285 96.209 96. 968 97.619 98.163 98.614 98.974 99.332 99.690 100.000 Unit Hydrograph ((CFS)) (CFS)) 3.666 14.523 23.697 19.162 9.974 5.765 4.252 3.332 2.609 2.147 1.736 1. 419 1.136 1.076 0.917 0.753 0.645 0.539 0.448 0.357 0.355 0.355 0.308 Adjusted mass rainfall Unit rainfall (In) (In) 0.2316 0.2316 0.3056 0.0740 0.3594 0.0538 0.4032 0.0438 0.4409 0.0376 0.4742 0.0334 0.5044 0.0302 0.5321 0. 0277 0. 5577 0.0257 0.5817 0.0240 0.6044 0.0226 0.6258 0.0214 0.6542 0.0284 14 0.6816 0.0274 15 0.7082 0.0266 16 0.7340 0.0258 17 0.7591 0.0251 18 0.7835 0.0244 19 0.8074 0.0239 20 0.8307 0.0233 21 0.8535 0.0228 22 0.8758 0.0223 23 0.8976 0.0219 24 0.9191 0.0214 25 0.9401 0.0210 26 0. 9608 0.0207 27 0.9811 0.0203 28 1. 0011 0.0200 29 1.0208 0.0197 30 1.0402 0.0194 31 1.0592 0.0191 32 1.0781 0.0188 33 1.0966 0.0186 34 1.1149 0.0183 35 1.1330 0.0181 36 1.1508 0.0178 37 1.1684 0.0176 38 1.1858 0.0174 39 1.2030 0.0172 40 1.2200 0.0170 41 1.2369 0.0168 42 1.2535 0.0166 43 1.2699 0.0165 44 1.2862 0.0163 45 1.3024 0.0161 46 1.3183 0.0160 47 1.3341 0.0158 48 1.3498 0.0157 49 1.3653 0.0155 50 1.3807 0.0154 51 1.3959 0.0152 52 1.4110 0.0151 53 1.4260 0.0150 54 1.4409 0.0149 55 1.4556 0.0147 56 1. 4702 0.0146 57 1. 4847 0.0145 58 1.4991 0.0144 59 1.5133 0.0143 60 1.5275 0.0142 61 1.5416 0.0141 62 1.5555 0.0140 63 1.5694 0.0139 64 1.5831 0.0138 65 1.5968 0.0137 66 1.6104 0.0136 67 1.6239 0.0135 68 1.6373 0.0134 69 1.6506 0.0133 70 1.6638 0.0132 71 1.6769 0.0131 72 1.6900 0.0131 73 1.7004 0.0104 74 1.7108 0.0104 75 1.7211 0.0103 76 1.7313 0.0102 77 1.7414 0.0101 78 1. 7515 0.0101 79 1.7615 0.0100 80 1.7714 0.0099 81 1.7813 0.0099 82 1.7911 0.0098 83 1.8008 0.0097 84 1.8105 0.0097 85 1.8201 0. 0096 86 1.8296 0.0095 87 1.8391 0.0095 88 1.8485 0.0094 89 1.8579 0.0094 90 1.8672 0.0093 91 1.8764 0.0092 92 1.8856 0.0092 93 1. 8 94 7 0.0091 94 1.9038 0.0091 95 1.9128 0.0090 96 1.9218 0.0090 97 1.9307 0.0089 98 1.9396 0.0089 99 1.9484 0.0088 100 1. 9572 0.0088 101 1.9659 0.0087 102 1.9746 0.0087 103 1.9832 0.0086 104 1.9918 0.0086 105 2.0003 0.0085 106 2.0088 0.0085 107 2.0173 0.0084 108 2.0257 0.0084 109 2.0340 0.0084 110 2.0423 0.0083 111 2.0506 0.0083 112 2.0589 0.0082 113 2.0670 0.0082 114 2.0752 0.0082 115 2.0833 0.0081 116 2.0914 0.0081 117 2.0994 0.0080 118 2.1074 0.0080 119 2.1154 0.0080 120 2.1233 0.0079 121 2.1312 0.0079 122 2.1391 0.0079 123 2.1469 0.0078 124 2.1547 0.0078 125 2.1624 0.0077 126 2.1701 0.0077 127 2.1778 0.0077 128 2.1855 0.0076 129 2.1931 0.0076 130 2.2006 0.0076 131 2.2082 0.0075 132 2.2157 0.0075 133 2.2232 0.0075 134 2.2307 0.0075 135 2.2381 0.0074 136 2.2455 0.0074 137 2.2528 0.0074 138 2.2602 0.0073 139 2.2675 0.0073 140 2.2747 0.0073 141 2.2820 0.0072 142 2.2892 0.0072 143 2.2964 0.0072 144 2.3036 0.0072 145 2.3107 0.0071 146 2.3178 0.0071 147 2.3249 0.0071 148 2.3319 0.0071 149 2.3390 0.0070 150 2.3460 0.0070 151 2.3529 0.0070 152 2.3599 0.0070 153 2.3668 0.0069 154 2.3737 0.0069 155 2.3806 0.0069 156 2.3875 0.0069 157 2.3943 0.0068 158 2.4011 0.0068 159 2.4079 0.0068 160 2.4146 0.0068 161 2.4214 0.0067 162 2.4281 0.0067 163 2.4347 0.0067 164 2.4414 0.0067 165 2.4481 0.0066 166 2.4547 0.0066 167 2.4613 0.0066 168 2.4678 0.0066 169 2.4744 0.0066 170 2.4809 0.0065 171 2.4874 0.0065 172 2.4939 0.0065 173 2.5004 0.0065 174 2.5068 0.0064 175 2.5133 0.0064 176 2.5197 0.0064 177 2.5261 0.0064 178 2.5324 0.0064 179 2.5388 0.0063 180 2.5451 0.0063 181 2.5514 0.0063 182 2. 5577 0.0063 183 2.5640 0.0063 184 2.5702 0.0063 185 2.5765 0.0062 186 2.5827 0.0062 187 2.5889 0.0062 188 2.5951 0.0062 189 2.6012 0.0062 190 2.6074 0.0061 191 2.6135 0.0061 192 2.6196 0.0061 193 2.6257 0.0061 194 2.6317 0.0061 195 2.6378 0.0061 196 2.6438 0.0060 197 2.6499 0.0060 198 2.6559 0.0060 199 2.6618 0.0060 200 2.6678 0.0060 201 2.6738 0.0060 202 2.6797 0.0059 203 2.6856 0.0059 204 2.6915 0.0059 205 2.6974 0.0059 206 2.7033 0.0059 207 2.7091 0.0059 208 2.7150 0.0058 209 2. 7208 0.0058 210 2.7266 0.0058 211 2.7324 0.0058 212 2.7382 0.0058 213 2.7440 0.0058 214 2.7497 0.0057 215 2.7554 0.0057 216 2.7612 0.0057 217 2.7669 0.0057 218 2.7726 0.0057 219 2.7782 0.0057 220 2.7839 0.0057 221 2.7895 0.0056 222 2.7952 0.0056 223 2.8008 0.0056 224 2.8064 0.0056 225 2.8120 0.0056 226 2.8176 0.0056 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 Unit Period (number) 1 2 3 4 2.8231 2.8287 2.8342 2.8398 2.8453 2.8508 2.8562 2.8617 2.8672 2.8726 2.8781 2.8835 2.8889 2.8943 2.8997 2.9050 2.9104 2.9157 2.9211 2.9264 2.9317 2.9370 2.9423 2.9476 2.9528 2.9581 2. 9633 2. 9685 2.9738 2.9790 2.9842 2.9893 2.9945 2.9997 3.0048 3.0100 3.0151 3.0202 3.0253 3.0304 3.0355 3.0406 3.0456 3.0507 3.0557 3.0608 3.0658 3.0708 3.0758 3.0808 3.0858 3.0908 3.0957 3.1007 3.1056 3.1106 3.1155 3.1204 3.1253 3.1302 3.1351 3.1400 Unit Rainfall (In) 0.0049 0.0049 0.0049 0.0049 0.0056 0.0056 0.0055 0.0055 0.0055 0.0055 0.0055 0.0055 0.0055 0.0054 0.0054 0.0054 0.0054 0.0054 0.0054 0.0054 0.0054 0.0053 0.0053 0.0053 0.0053 0.0053 0.0053 0.0053 0.0053 0.0053 0.0052 0.0052 0.0052 0.0052 0.0052 0.0052 0.0052 0.0052 0.0052 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0049 0.0049 0.0049 0.0049 0.0049 0.0049 0.0049 0.0049 Unit Soil-Loss (In) 0.0042 0.0043 0.0043 0.0043 Effective Rainfall (In) 0.0006 0.0006 0.0006 0.0006 5 0.0049 0.0043 0.0006 6 0.0049 0.0043 0.0006 7 0.0050 0.0043 0.0006 8 0.0050 0.0043 0.0006 9 0.0050 0.0043 0.0006 10 0.0050 0.0044 0.0006 11 0.0050 0.0044 0.0006 12 0.0050 0.0044 0.0007 13 0.0051 0.0044 0.0007 14 0.0051 0.0044 0.0007 15 0.0051 0.0044 0.0007 16 0.0051 0.0044 0.0007 17 0.0051 0.0045 0.0007 18 0.0051 0.0045 0.0007 19 0.0052 0.0045 0.0007 20 0.0052 0.0045 0.0007 21 0.0052 0.0045 0.0007 22 0.0052 0.0045 0.0007 23 0.0052 0.0045 0.0007 24 0.0052 0.0046 0.0007 25 0.0053 0.0046 0.0007 26 0.0053 0.0046 0.0007 27 0.0053 0.0046 0.0007 28 0.0053 0.0046 0.0007 29 0.0053 0.0046 0.0007 30 0.0053 0.0046 0.0007 31 0.0054 0.0047 0.0007 32 0.0054 0.0047 0.0007 33 0.0054 0.0047 0.0007 34 0.0054 0.0047 0.0007 35 0.0054 0.0047 0.0007 36 0.0054 0.0047 0.0007 37 0.0055 0.0048 0.0007 38 0.0055 0.0048 0.0007 39 0.0055 0.0048 0.0007 40 0.0055 0.0048 0.0007 41 0.0056 0.0048 0.0007 42 0.0056 0.0048 0.0007 43 0.0056 0.0049 0.0007 44 0.0056 0.0049 0.0007 45 0.0056 0.0049 0.0007 46 0.0056 0.0049 0.0007 47 0.0057 0.0049 0.0007 48 0.0057 0.0050 0.0007 49 0.0057 0.0050 0.0007 50 0.0057 0.0050 0.0007 51 0.0058 0.0050 0.0007 52 0.0058 0.0050 0.0007 53 0.0058 0.0051 0.0008 54 0.0058 0.0051 0.0008 55 0.0059 0.0051 0.0008 56 0.0059 0.0051 0.0008 57 0.0059 0.0051 0.0008 58 0.0059 0.0052 0.0008 59 0.0060 0.0052 0.0008 60 0.0060 0.0052 0.0008 61 0.0060 0.0052 0.0008 62 0.0060 0.0052 0.0008 63 0.0061 0.0053 0.0008 64 0.0061 0.0053 0.0008 65 0.0061 0.0053 0.0008 66 0.0061 0.0053 0.0008 67 0.0062 0.0054 0.0008 68 0.0062 0.0054 0.0008 69 0.0062 0.0054 0.0008 70 0.0062 0.0054 0.0008 71 0.0063 0.0055 0.0008 72 0.0063 0.0055 0.0008 73 0.0063 0.0055 0.0008 74 0.0063 0.0055 0.0008 75 0.0064 0.0056 0.0008 76 0.0064 0.0056 0.0008 77 0.0064 0.0056 0.0008 78 0.0065 0.0056 0.0008 79 0.0065 0.0057 0.0008 80 0.0065 0.0057 0.0008 81 0.0066 0.0057 0.0008 82 0.0066 0.0057 0.0009 83 0.0066 0.0058 0.0009 84 0.0067 0.0058 0.0009 85 0.0067 0.0058 0.0009 86 0.0067 0.0059 0.0009 87 0.0068 0.0059 0.0009 88 0.0068 0.0059 0.0009 89 0.0069 0.0060 0.0009 90 0.0069 0.0060 0.0009 91 0.0069 0.0060 0.0009 92 0.0070 0.0061 0.0009 93 0.0070 0.0061 0.0009 94 0.0070 0.0061 0.0009 95 0.0071 0.0062 0.0009 96 0.0071 0.0062 0.0009 97 0.0072 0.0062 0.0009 98 0.0072 0.0063 0.0009 99 0.0072 0.0063 0.0009 100 0.0073 0.0063 0.0009 101 0.0073 0.0064 0.0009 102 0.0074 0.0064 0.0010 103 0.0074 0.0065 0.0010 104 0.0075 0.0065 0.0010 105 0.0075 0.0065 0.0010 106 0.0075 0.0066 0.0010 107 0.0076 0.0066 0.0010 108 0.0076 0.0067 0.0010 109 0.0077 0.0067 0.0010 110 0.0077 0.0067 0.0010 111 0.0078 0.0068 0.0010 112 0.0079 0.0068 0.0010 113 0.0079 0.0069 0.0010 114 0.0080 0.0069 0.0010 115 0.0080 0.0070 0.0010 116 0.0081 0.0070 0.0010 117 0.0082 0.0071 0. 0011 118 0.0082 0.0071 0. 0011 119 0.0083 0.0072 0. 0011 120 0.0083 0.0072 0. 0011 121 0.0084 0.0073 0. 0011 122 0.0084 0.0074 0. 0011 123 0.0085 0.0074 0. 0011 124 0.0086 0.0075 0. 0011 125 0.0087 0.0076 0. 0011 126 0.0087 0.0076 0. 0011 127 0.0088 0.0077 0. 0011 128 0.0089 0.0077 0. 0011 129 0.0090 0.0078 0.0012 130 0.0090 0.0079 0.0012 131 0.0091 0.0080 0.0012 132 0.0092 0.0080 0.0012 133 0.0093 0.0081 0.0012 134 0.0094 0.0081 0.0012 135 0.0095 0.0083 0.0012 136 0.0095 0.0083 0.0012 137 0.0097 0.0084 0.0012 138 0.0097 0.0085 0.0013 139 0.0099 0.0086 0.0013 140 0.0099 0.0086 0.0013 141 0.0101 0.0088 0.0013 142 0.0101 0.0088 0.0013 143 0.0103 0.0090 0.0013 144 0.0104 0.0090 0.0013 145 0.0131 0.0114 0.0017 146 0.0131 0.0114 0.0017 147 0.0133 0.0116 0.0017 148 0.0134 0.0117 0.0017 149 0.0136 0. 0118 0.0018 150 0.0137 0.0119 0.0018 151 0.0139 0.0121 0.0018 152 0.0140 0.0122 0.0018 153 0.0142 0.0123 0.0018 154 0.0143 0.0124 0.0018 155 0.0145 0.0126 0.0019 156 0.0146 0.0127 0.0019 157 0.0149 0.0129 0.0019 158 0.0150 0.0130 0.0019 159 0.0152 0.0133 0.0020 160 0.0154 0.0134 0.0020 161 0.0157 0.0136 0.0020 162 0.0158 0.0138 0.0020 163 0.0161 0.0140 0.0021 164 0.0163 0.0142 0.0021 165 0.0166 0.0145 0.0021 166 0.0168 0.0146 0.0022 167 0.0172 0.0150 0.0022 168 0.0174 0.0152 0.0022 169 0.0178 0.0155 0.0023 170 0.0181 0.0157 0.0023 171 0.0186 0.0162 0.0024 172 0.0188 0.0164 0.0024 173 0.0194 0.0169 0.0025 174 0.0197 0.0171 0.0025 175 0.0203 0.0177 0.0026 176 0.0207 0.0180 0.0027 177 0.0214 0.0187 0.0028 178 0.0219 0.0190 0.0028 179 0.0228 0.0198 0.0029 180 0.0233 0.0203 0.0030 181 0.0244 0.0213 0.0032 182 0.0251 0.0219 0.0032 183 0.0266 0.0232 0.0034 184 0.0274 0.0239 0.0035 185 0.0214 0.0186 0.0028 186 0.0226 0.0197 0.0029 187 0.0257 0.0224 0.0033 188 0. 0277 0.0241 0.0036 189 0.0334 0.0290 0.0043 190 0.0376 0.0328 0.0049 191 0.0538 0.0469 0.0070 192 0.0740 0.0559 0.0181 193 0.2316 0.0559 0.1757 194 0.0438 0.0382 0.0057 195 0.0302 0.0263 0.0039 196 0.0240 0.0209 0.0031 197 0.0284 0.0247 0.0037 198 0.0258 0.0225 0.0033 199 0.0239 0.0208 0.0031 200 0.0223 0.0194 0.0029 201 0.0210 0.0183 0.0027 202 0.0200 0.0174 0.0026 203 0.0191 0.0166 0.0025 204 0.0183 0.0159 0.0024 205 0.0176 0.0153 0.0023 206 0.0170 0.0148 0.0022 207 0.0165 0.0143 0.0021 208 0.0160 0.0139 0.0021 209 0.0155 0.0135 0.0020 210 0.0151 0.0132 0.0020 211 0.0147 0.0128 0.0019 212 0.0144 0.0125 0.0019 213 0.0141 0.0122 0.0018 214 0.0138 0.0120 0.0018 215 0.0135 0.0117 0.0017 216 0.0132 0. 0115 0.0017 217 0.0104 0.0091 0.0014 218 0.0102 0.0089 0.0013 219 0.0100 0.0087 0.0013 220 0.0098 0.0085 0.0013 221 0. 0096 0.0084 0.0012 222 0.0094 0.0082 0.0012 223 0.0092 0.0080 0.0012 224 0.0091 0.0079 0.0012 225 0.0089 0.0078 0.0012 226 0.0088 0.0076 0. 0011 227 0.0086 0.0075 0. 0011 228 0.0085 0.0074 0. 0011 229 0.0084 0.0073 0. 0011 230 0.0082 0.0072 0. 0011 231 0.0081 0.0071 0.0010 232 0.0080 0.0070 0.0010 233 0.0079 0.0069 0.0010 234 0.0078 0.0068 0.0010 235 0.0077 0.0067 0.0010 236 0.0076 0.0066 0.0010 237 0.0075 0.0065 0.0010 238 0.0074 0.0064 0.0010 239 0.0073 0.0064 0.0009 240 0.0072 0.0063 0.0009 241 0.0071 0.0062 0.0009 242 0.0071 0.0061 0.0009 243 0.0070 0.0061 0.0009 244 0.0069 0.0060 0.0009 245 0.0068 0.0059 0.0009 246 0.0068 0.0059 0.0009 247 0.0067 0.0058 0.0009 248 0.0066 0.0058 0.0009 249 0.0066 0.0057 0.0008 250 0.0065 0.0057 0.0008 251 0.0064 0.0056 0.0008 252 0.0064 0.0055 0.0008 253 0.0063 0.0055 0.0008 254 0.0063 0.0054 0.0008 255 0.0062 0.0054 0.0008 256 0.0061 0.0053 0.0008 257 0.0061 0.0053 0.0008 258 0.0060 0.0053 0.0008 259 0.0060 0.0052 0.0008 260 0.0059 0.0052 0.0008 261 0.0059 0.0051 0.0008 262 0.0058 0.0051 0.0008 263 0.0058 0.0050 0.0007 264 0.0057 0.0050 0.0007 265 0.0057 0.0050 0.0007 266 0.0057 0.0049 0.0007 267 0.0056 0.0049 0.0007 268 0.0056 0.0049 0.0007 269 0.0055 0.0048 0.0007 270 0.0055 0.0048 0.0007 271 0.0055 0.0048 0.0007 272 0.0054 0.0047 0.0007 273 0.0054 0.0047 0.0007 274 0.0053 0.0047 0.0007 275 0.0053 0.0046 0.0007 276 0.0053 0.0046 0.0007 277 0.0052 0.0046 0.0007 278 0.0052 0.0045 0.0007 279 0.0052 0.0045 0.0007 280 0.0051 0.0045 0.0007 281 0.0051 0.0044 0.0007 282 0.0051 0.0044 0.0007 283 0.0050 0.0044 0.0007 284 0.0050 0.0044 0.0006 285 0.0050 0.0043 0.0006 286 0.0050 0.0043 0.0006 287 0.0049 0.0043 0.0006 288 0.0049 0.0043 0.0006 Total soil rain loss= Total effective rainfall= 2.58(In) 0.56(In) Peak flow rate in flood hydrograph = 4.78(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 -HOUR STORM R u n o f f Hydrograph in 5 H y d r o g r a p h Minute intervals ((CFS)) -------------------------------------------------------------------- Time (h+m) Volume Ac.Ft Q (CFS) 0 2.5 5.0 7.5 10.0 -------------------------------------------------- --------- --------- o+ 5 0.0000 0.00 Q 0+10 0.0001 0.01 Q 0+15 0.0003 0.03 Q 0+20 0.0005 0.04 Q 0+25 0.0009 0.04 Q 0+30 0.0012 0.05 Q 0+35 0.0015 0.05 Q 0+40 0.0019 0.05 Q 0+45 0.0023 0.06 Q 0+50 0.0027 0.06 Q 0+55 0.0031 0.06 Q 1+ 0 0.0035 0.06 Q 1+ 5 0.0039 0.06 Q 1+10 0.0043 0.06 Q 1+15 0.0048 0.06 Q 1+20 0.0052 0.06 Q 1+25 0.0056 0.06 Q 1+30 0.0061 0.06 Q 1+35 0.0065 0.06 Q 1+40 0.0070 0.06 Q 1+45 0.0074 0.07 Q 1+50 0.0079 0.07 Q 1+55 0.0083 0.07 Q 2+ 0 0.0088 0.07 Q 2+ 5 0.0092 0.07 Q 2+10 0.0097 0.07 QV 2+15 0.0101 0.07 QV 2+20 0.0106 0.07 QV 2+25 0.0111 0.07 QV 2+30 0. 0115 0.07 QV 2+35 0.0120 0.07 QV 2+40 0.0125 0.07 QV 2+45 0.0129 0.07 QV 2+50 0.0134 0.07 QV 2+55 0.0139 0.07 QV 3+ 0 0.0144 0.07 QV 3+ 5 0.0148 0.07 QV 3+10 0.0153 0.07 QV 3+15 0.0158 0.07 QV 3+20 0.0163 0.07 QV 3+25 0.0167 0.07 QV 3+30 0.0172 0.07 QV 3+35 0.0177 0.07 QV 3+40 0.0182 0.07 QV 3+45 0.0187 0.07 QV 3+50 0.0192 0.07 Q V 3+55 0.0197 0.07 Q V 4+ 0 0.0202 0.07 Q V 4+ 5 0.0207 0.07 Q V 4+10 0.0212 0.07 Q V 4+15 0.0217 0.07 Q V 4+20 0.0222 0.07 Q V 4+25 0.0227 0.07 Q V 4+30 0.0232 0.07 Q V 4+35 0.0237 0.07 Q V 4+40 0.0242 0.07 Q V 4+45 0.0247 0.07 Q V 4+50 0.0252 0.07 Q V 4+55 0.0257 0.07 Q V 5+ 0 0.0263 0.08 Q V 5+ 5 0.0268 0.08 Q V 5+10 0.0273 0.08 Q V 5+15 0.0278 0.08 Q V 5+20 0.0284 0.08 Q V 5+25 0.0289 0.08 Q V 5+30 0.0294 0.08 Q V 5+35 0.0299 0.08 Q V 5+40 0.0305 0.08 Q V 5+45 0.0310 0.08 Q V 5+50 0.0316 0.08 Q V 5+55 0.0321 0.08 Q V 6+ 0 0.0327 0.08 Q V 6+ 5 0.0332 0.08 Q V 6+10 0.0338 0.08 Q V 6+15 0.0343 0.08 Q V 6+20 0.0349 0.08 Q V 6+25 0.0354 0.08 Q V 6+30 0.0360 0.08 Q V 6+35 0.0365 0.08 Q V 6+40 0.0371 0.08 Q V 6+45 0. 0377 0.08 Q V 6+50 0.0382 0.08 Q V 6+55 0.0388 0.08 Q V 7+ 0 0.0394 0.08 Q V 7+ 5 0.0400 0.08 Q V 7+10 0.0406 0.08 Q V 7+15 0.0411 0.08 Q V 7+20 0.0417 0.09 Q V 7+25 0.0423 0.09 Q V 7+30 0.0429 0.09 Q V 7+35 0.0435 0.09 Q V 7+40 0.0441 0.09 Q V 7+45 0.0447 0.09 Q V 7+50 0.0453 0.09 Q V 7+55 0.0459 0.09 Q V 8+ 0 0.0465 0.09 Q V 8+ 5 0.0472 0.09 Q V 8+10 0.0478 0.09 Q V 8+15 0.0484 0.09 Q V 8+20 0.0490 0.09 Q V 8+25 0.0497 0.09 Q V 8+30 0.0503 0.09 Q V 8+35 0.0509 0.09 Q V 8+40 0.0516 0.09 Q V 8+45 0.0522 0.09 Q V 8+50 0.0529 0.09 Q V 8+55 0.0535 0.09 Q V 9+ 0 0.0542 0.10 Q V 9+ 5 0.0549 0.10 Q V 9+10 0.0555 0.10 Q V 9+15 0.0562 0.10 Q V 9+20 0.0569 0.10 Q V 9+25 0.0575 0.10 Q V 9+30 0.0582 0.10 Q V 9+35 0.0589 0.10 Q V 9+40 0. 0596 0.10 Q V 9+45 0.0603 0.10 Q V 9+50 0.0610 0.10 Q V 9+55 0.0617 0.10 Q V 10+ 0 0.0624 0.10 Q V 10+ 5 0.0632 0.10 Q V 10+10 0.0639 0.11 Q V 10+15 0.0646 0.11 Q V 10+20 0.0653 0.11 Q V 10+25 0.0661 0.11 Q V 10+30 0.0668 0.11 Q V 10+35 0.0676 0.11 Q V 10+40 0.0683 0.11 Q V 10+45 0.0691 0.11 Q V 10+50 0.0699 0.11 Q V 10+55 0.0707 0.11 Q V 11+ 0 0.0714 0.11 Q V 11+ 5 0. 0722 0.11 Q V 11+10 0.0730 0.12 Q V 11+15 0.0738 0.12 Q V 11+20 0.0746 0.12 Q V 11+25 0.0755 0.12 Q V 11+30 0.0763 0.12 Q V 11+35 0.0771 0.12 Q V 11+40 0.0780 0.12 Q V 11+45 0.0788 0.12 Q V 11+50 0.0797 0.12 Q V 11+55 0.0805 0.13 Q V 12+ 0 0.0814 0.13 Q V 12+ 5 0.0823 0.13 Q V 12+10 0.0833 0.14 Q V 12+15 0.0843 0.15 Q V 12+20 0.0853 0.15 Q V 12+25 0.0864 0.16 Q V 12+30 0.0875 0.16 Q V 12+35 0.0886 0.16 Q V 12+40 0.0898 0.17 Q V 12+45 0.0910 0.17 Q V 12+50 0.0921 0.17 Q V 12+55 0.0933 0.17 Q V 13+ 0 0.0946 0.18 Q V 13+ 5 0.0958 0.18 Q V 13+10 0.0971 0.18 Q V 13+15 0.0983 0.18 Q V 13+20 0.0996 0.19 Q V 13+25 0.1009 0.19 Q V 13+30 0.1022 0.19 Q V 13+35 0.1036 0.19 Q V 13+40 0.1049 0.20 Q V 13+45 0.1063 0.20 Q V 13+50 0.1077 0.20 Q V 13+55 0.1091 0.21 Q V 14+ 0 0.1106 0.21 Q V 14+ 5 0.1120 0.21 Q V 14+10 0.1135 0.22 Q V 14+15 0.1151 0.22 Q V 14+20 0.1166 0.22 Q V 14+25 0.1182 0.23 Q V 14+30 0.1198 0.23 Q V 14+35 0.1214 0.24 Q V 14+40 0.1231 0.24 Q V 14+45 0.1248 0.25 Q V 14+50 0.1266 0.25 Q V 14+55 0.1284 0.26 Q V 15+ 0 0.1302 0.27 Q V 15+ 5 0.1321 0.28 Q V 15+10 0.1341 0.28 Q V 15+15 0.1361 0.29 Q V 15+20 0.1382 0.30 Q V 15+25 0.1403 0.31 Q V 15+30 0.1425 0.31 Q V 15+35 0.1446 0.30 Q V 15+40 0.1467 0.30 Q V 15+45 0.1489 0.32 Q V 15+50 0.1512 0.34 Q V 15+55 0.1539 0.38 Q V 16+ 0 0. 1572 0.49 Q V 16+ 5 0.1661 1. 30 Q V 16+10 0.1887 3.28 Q V 16+15 0.2216 4.78 Q V 16+20 0.2483 3.87 Q V 16+25 0.2635 2.21 Q V 16+30 0.2734 1. 44 Q V 16+35 0.2813 1. 15 Q VI 16+40 0.2880 0.97 Q V 16+45 0.2936 0.82 Q V 16+50 0.2985 0. 72 Q V 16+55 0.3028 0.62 Q V 17+ 0 0.3066 0.55 Q V 17+ 5 0.3100 0.49 Q V 17+10 0.3132 0.46 Q V 17+15 0.3161 0.42 Q V 17+20 0.3188 0.38 Q V 17+25 0.3212 0.36 Q V 17+30 0.3235 0.33 Q V 17+35 0.3256 0.30 Q V 17+40 0.3275 0.28 Q V 17+45 0.3294 0.27 Q V 17+50 0.3312 0.27 Q V 17+55 0.3329 0.25 Q V 18+ 0 0.3342 0.19 Q V 18+ 5 0.3355 0.18 Q V 18+10 0.3367 0.17 Q V 18+15 0.3378 0.16 Q V 18+20 0.3389 0.15 Q V 18+25 0.3399 0.15 Q V 18+30 0.3408 0.14 Q V 18+35 0.3418 0.14 Q V 18+40 0.3427 0.13 Q V 18+45 0.3436 0.13 Q V 18+50 0.3445 0.13 Q V 18+55 0.3453 0.12 Q V 19+ 0 0.3461 0.12 Q V 19+ 5 0.3469 0.12 Q V 19+10 0.3477 0.12 Q V 19+15 0.3485 0.11 Q V 19+20 0.3493 0.11 Q V 19+25 0.3500 0.11 Q V 19+30 0.3508 0.11 Q V 19+35 0.3515 0.11 Q V 19+40 0.3522 0.10 Q V 19+45 0.3529 0.10 Q V 19+50 0.3536 0.10 Q V 19+55 0.3543 0.10 Q V 20+ 0 0.3550 0.10 Q V 20+ 5 0.3556 0.10 Q V 20+10 0.3563 0.10 Q V 20+15 0.3569 0.09 Q V 20+20 0.3576 0.09 Q V 20+25 0.3582 0.09 Q V 20+30 0.3588 0.09 Q V 20+35 0.3594 0.09 Q V 20+40 0.3601 0.09 Q V 20+45 0.3607 0.09 Q V 20+50 0.3613 0.09 Q V 20+55 0.3619 0.09 Q V 21+ 0 0.3624 0.09 Q V 21+ 5 0.3630 0.08 Q V 21+10 0.3636 0.08 Q V 21+15 0.3642 0.08 Q V 21+20 0.3647 0.08 Q V 21+25 0.3653 0.08 Q V 21+30 0.3658 0.08 Q V 21+35 0.3664 0.08 Q V 21+40 0.3669 0.08 Q V 21+45 0.3675 0.08 Q V 21+50 0.3680 0.08 Q V 21+55 0.3685 0.08 Q V 22+ 0 0.3691 0.08 Q V 22+ 5 0.3696 0.08 Q V 22+10 0.3701 0.08 Q V 22+15 0.3706 0.07 Q V 22+20 0.3711 0.07 Q V 22+25 0.3716 0.07 Q V 22+30 0.3721 0.07 Q V 22+35 0.3726 0.07 Q V 22+40 0.3731 0.07 Q V 22+45 0.3736 0.07 Q V 22+50 0.3741 0.07 Q V 22+55 0.3746 0.07 Q V 23+ 0 0.3751 0.07 Q V 23+ 5 0.3755 0.07 Q V 23+10 0.3760 0.07 Q V 23+15 0.3765 0.07 Q V 23+20 0.3769 0.07 Q V 23+25 0.3774 0.07 Q V 23+30 0.3779 0.07 Q V 23+35 0.3783 0.07 Q V 23+40 0.3788 0.07 Q V 23+45 0.3792 0.07 Q V 23+50 0.3797 0.07 Q V 23+55 0.3801 0.06 Q V 24+ 0 0.3806 0.06 Q V 24+ 5 0.3810 0.06 Q V 24+10 0.3814 0.05 Q V 24+15 0.3816 0.04 Q V 24+20 0.3818 0.02 Q V 24+25 0.3819 0.02 Q V 24+30 0.3820 0.01 Q V 24+35 0.3821 0.01 Q V 24+40 0.3822 0.01 Q V 24+45 0.3822 0.01 Q V 24+50 0.3823 0.01 Q V 24+55 0.3823 0.01 Q V 25+ 0 0.3823 0.00 Q V 25+ 5 0.3823 0.00 Q V 25+10 0.3824 0.00 Q V 25+15 0.3824 0.00 Q V 25+20 0.3824 0.00 Q V 25+25 0.3824 0.00 Q V 25+30 0.3824 0.00 Q V 25+35 0.3824 0.00 Q V 25+40 0.3824 0.00 Q V 25+45 0.3824 0.00 Q V 25+50 0.3824 0.00 Q V ----------------------------------------------------------------------- **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: TIME/DATE OF STUDY: 14:43 04/03/2024 Problem Descriptions: 18" DIA OUTLET PIPIE CAPACITY **************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< PIPE DIAMETER(FEET) = 1.500 FLOWDEPTH(FEET) = 1.460 PIPE SLOPE(FEET/FEET) = 0.0060 MANNINGS FRICTION FACTOR= 0.013000 >>>>> NORMAL DEPTH FLOW(CFS) = NORMAL-DEPTH FLOW INFORMATION: NORMAL DEPTH(FEET) = 1.46 FLOW AREA(SQUARE FEET) = 1.75 FLOW TOP-WIDTH(FEET) = 0.483 FLOW PRESSURE+ MOMENTUM(POUNDS) FLOW VELOCITY(FEET/SEC.) FLOW VELOCITY HEAD(FEET) = HYDRAULIC DEPTH(FEET) = 3.63 FROUDE NUMBER= 0.456 SPECIFIC ENERGY(FEET) = Problem Descriptions: 12" DIA PIPIE CAPACITY 8.65 4.931 0.378 1.84 160.97 **************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< PIPE DIAMETER(FEET) = 1.000 FLOWDEPTH(FEET) = 0.950 PIPE SLOPE(FEET/FEET) = 0.0100 MANNINGS FRICTION FACTOR= 0.013000 >>>>> NORMAL DEPTH FLOW(CFS) = NORMAL-DEPTH FLOW INFORMATION: NORMAL DEPTH(FEET) = 0.95 FLOW AREA(SQUARE FEET) = 0.77 FLOW TOP-WIDTH(FEET) = 0.436 FLOW PRESSURE+ MOMENTUM(POUNDS) FLOW VELOCITY(FEET/SEC.) FLOW VELOCITY HEAD(FEET) = HYDRAULIC DEPTH(FEET) = 1.77 FROUDE NUMBER= 0.658 SPECIFIC ENERGY(FEET) = 3.83 4.967 0.383 1.33 58.96 Chamber Detention Outlet Total 8" Outflow (cfs) Outflow (cfs) 18" Outflow (cfs) Outflow (cfs) Elevation (ft) Depth (ft) Total Volume (cf) Total Volume (ac-ft) Det Vol. Lower Storm Event Higher Storm Event 1303.4 0.0 0 0.00 0.00 0.00 1304.9 1.5 17,793 0.41 0.00 0.00 1306.1 2.7 39,463 0.91 0.00 0.00 0.00 Detention Inf. Vol. 0.91 ac-ft 1307.6 4.2 70,762 1.62 0.72 1.10 0.70 1308.6 5.2 91,630 2.10 1.20 2.40 8.20 1309.6 6.2 110,935 2.55 1.64 3.20 10.40 1310.6 7.2 125,689 2.89 1.98 3.60 11.50 1310.9 7.5 129,198 2.97 2.06 3.80 12.00 Det Vol (Total) 2.06 AC-FT Date: 7/30/2024 C t '~NTECH . Project Name: CMP-1 INFDET CHAMBER SYSTEM -46936 (7-30-2024 1 ENGINEERED SOLUT IONS CMP: Underground Detention System Storage Volume Estimation =Adjustable Input Cells City / County: State: Designed By: Company: Telephone: Contech Engineered Solutions, LLC is pleased to offer the following estimate of storage volume for the above named project. The results are submitted as an estimate only, without liability on the part of Contech Engineered Solutions, LLC for accuracy or suitability to any particular applicaton and are subject to verification of the Engineer of Record. This tool is only applicable for rectangular shaped systems. Out-to-out length (ft): Backfill Porosity(%): System Diameter (in): Out-to-out width (ft): Depth Above Pipe (in): Pipe Spacing (in): Number of Manifolds (ea): Depth Below Pipe (in): Incremental Analysis (in): Number of Barrels (ea): Width At Ends (ft): System Invert (Elevation): Width At Sides (ft): Storage Volume Estimation System Pipe Stone Total System Miscellaneous ,,... -Incremental Cumulative Incremental cumulative Incremental cumulative Percent Open Jf..ve. Surface Depth (ft) Elevation (ft) Storage ( cf) Storage (cf) Storage ( cf) Storage ( cf) Storage (cf) Storage (cf) Storage(%) Area (sf) 0.00 0.00 0.0 0 .0 0.0 0.0 0.0 0.0 0.0% 10,528.8 0.17 0.16 0.0 0.0 1,754.8 1,754.8 1,754.8 1,754.8 0.0% 10,528.8 0.33 0.33 0.0 0.0 1,754.8 3,509.6 1,754.8 3,509.6 0.0% 10,528.8 0.50 0.50 0.0 0.0 1,754.8 5,264.4 1,754.8 5,264.4 0.0% 10,528.8 0.67 0.66 0.0 0.0 1,754.8 7,019.2 1,754.8 7,019.2 0.0% 10,528.8 0.83 0.83 0.0 0.0 1,754.8 8,774.0 1,754.8 8,774.0 0.0% 10,528.8 1.00 1.00 0.0 0.0 1,754.8 10,528.8 1,754.8 10,528.8 0.0% 10,528.8 1.17 1.16 652.5 652.5 1,493.8 12,022.6 2,146.3 12,675.1 5.1% 14,032.3 1.33 1.33 1,177.3 1,829.8 1,283.9 13,306.5 2,461.2 15,136.3 12.1% 15,412.2 1.50 1.50 1,502.5 3,332.3 1,153.8 14,460.3 2,656.3 17,792.6 18.7% 16,421.1 1.67 1.66 1,752.6 5,084.9 1,053.8 15,514.0 2,806.4 20,598.9 24.7% 17,228.8 1.83 1.83 1,957.2 7,042.1 971.9 16,486.0 2,929.1 23,528.1 29.9% 17,901.6 2.00 2.00 2,129.6 9,171.6 903.0 17,388.9 3,032.5 26,560.6 34.5% 18,474.0 2.17 2.16 2,277.1 11,448.7 844.0 18,232.9 3,121.0 29,681.6 38.6% 18,966.4 2.33 2.33 2,404.3 13,853.0 793.1 19,026.0 3,197.4 32,879.0 42.1% 19,392.0 2.50 2.50 2,514.4 16,367.4 749.0 19,775.0 3,263.4 36,142.4 45.3% 19,760.3 2.67 2.66 2,609.5 18,976.9 711.0 20,486.0 3,320.5 39,463.0 48.1% 20,077.7 2.83 2.83 2,691.2 21,668.1 678.3 21,164.3 3,369.5 42,832.5 50.6% 20,349.3 3.00 3.00 2,760.7 24,428.9 650.5 21,814.9 3,411.2 46,243.7 52.8% 20,578.8 3.17 3.16 2,818.9 27,247.8 627.2 22,442.1 3,446.2 49,689.9 54.8% 20,768.9 3.33 3.33 2,866.6 30,114.4 608.2 23,050.3 3,474.7 53,164.6 56.6% 20,921.9 3.50 3.50 2,904.1 33,018.4 593.2 23,643.4 3,497.2 56,661.9 58.3% 21,039.3 3.67 3.66 2,931.9 35,950.4 582.0 24,225.5 3,513.9 60,175.8 59.7% 21,122.4 3.83 3.83 2,950.3 38,900.7 574.7 24,800.1 3,525.0 63,700.8 61.1% 21,171.9 4.00 4.00 2,959.5 41,860.2 571.0 25,371.1 3,530.5 67,231.3 62.3% 21,188.4 4.17 4.16 2,959.5 44,819.6 571.0 25,942.1 3,530.5 70,761.8 63.3% 21,171.9 4.33 4.33 2,950.3 47,769.9 574.7 26,516.8 3,525.0 74,286.8 64.3% 21,122.4 4.50 4.50 2,931.9 50,701.9 582.0 27,098.9 3,513.9 77,800.7 65.2% 21,039.3 4.67 4.66 2,904.1 53,605.9 593.2 27,692.0 3,497.2 81,298.0 65.9% 20,921.9 4.83 4.83 2,866.6 56,472.5 608.2 28,300.2 3,474.7 84,772.7 66.6% 20,768.9 5.00 5.00 2,818.9 59,291.4 627.2 28,927.4 3,446.2 88,218.9 67.2% 20,578.8 5.17 5.16 2,760.7 62,052.2 650.5 29,577.9 3,411.2 91,630.1 67.7% 20,349.3 5.33 5.33 2,691.2 64,743.4 678.3 30,256.2 3,369.5 94,999.6 68.2% 20,077.7 5.50 5.50 2,609.5 67,352.9 711.0 30,967.2 3,320.5 98,320.1 68.5% 19,760.3 5.67 5.66 2,514.4 69,867.3 749.0 31,716.3 3,263.4 101,583.6 68.8% 19,392.0 5.83 5.83 2,404.3 72,271.6 793.1 32,509.4 3,197.4 104,781.0 69.0% 18,966.4 6.00 6.00 2,277.1 74,548.7 844.0 33,353.3 3,121.0 107,902.0 69.1% 18,474.0 6.17 6.16 2,129.6 76,678.2 903.0 34,256.3 3,032.5 110,934.5 69.1% 17,901.6 6.33 6.33 1,957.2 78,635.4 971.9 35,228.2 2,929.1 113,863.6 69.1% 17,228.8 I These results are submitted to you as a guideline only, without liability on the part of CONTECH Engineered Solutions, LLC for accuracy or suitability to any particular application, and are subject to your verification. 6.50 6.50 1,752.6 80,388.0 1,053.8 36,282.0 2,806.4 116,670.0 68.9% 16,421.1 6.67 6.66 1,502.5 81,890.5 1,153.8 37,435.8 2,656.3 119,326.3 68.6% 15,412.2 6.83 6.83 1,177.3 83,067.8 1,283.9 38,719.7 2,461.2 121,787.5 68.2% 14,032.3 7.00 7.00 652.5 83,720.3 1,493.8 40,213.5 2,146.3 123,933.8 67.6% 10,528.8 7.17 7.16 0.0 83,720.3 1,754.8 41,968.3 1,754.8 125,688.6 66.6% 10,528.8 7.33 7.33 0.0 83,720.3 1,754.8 43,723.1 1,754.8 127,443.4 65.7% 10,528.8 7.50 7.50 0.0 83,720.3 1,754.8 45,477.9 1,754.8 129,198.2 64.8% 10,528.8 These results are submitted to you as a guideline only, without liability on the part of CONTECH Engineered Solutions, LLC for accuracy or suitability to any particular application, and are subject to your verification. PROJECT SUMMARY CALCULATION DETAILS • LOADING= HS20/HS25 •APPROX.LINEAR FOOTAGE= 2,961 LF STORAGE SUMMARY • STORAGE VOLUME REQUIRED= 129,000 CF • PIPE STORAGE VOLUME= 83,720 CF • BACKFILL STORAGE VOLUME= 45,478 CF • TOTAL STORAGE PROVIDED= 129,198 CF • STONE VOID = 40% PIPE DETAILS • DIAMETER= 72" • CORRUGATION = 5x1 •GAGE=16 •COATING= ALT2 • WALL TYPE= PERFORATED • BARREL SPACING = 36" BACKFILL DETAILS • WIDTH AT ENDS= 12" •ABOVE PIPE= 6" • WIDTH AT SIDES= 12" • BELOW PIPE= 12" NOTES • ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION • ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. • ALL RISERS AND STUBS ARE 2½" x ½" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED • RISERS TO BE FIELD TRIMMED TO GRADE • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR • BAND TYPE TO BE DETERMINED UPON FINAL DESIGN • THE PROJECT SUMMARY IS REFLECTIVE OF THE DYODS DESIGN, QUANTITIES ARE APPROX. AND SHOULD BE VERIFIED UPON FINAL DESIGN AND APPROVAL. FOR EXAMPLE, TOTAL EXCAVATION DOES NOT CONSIDER ALL VARIABLES SUCH AS SHORING AND ONLY ACCOUNTS FOR MATERIAL WITHIN THE ESTIMATED EXCAVATION FOOTPRINT. • THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL PREFERENCES OR REGULATIONS. PLEASE CONTACT YOUR LOCAL CONTECH REP FOR MODIFICATIONS DATE REVISION DESCRIPTION BY C(iNTECH" ENGINEERED SOLUTIONS LLC www.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX ~~l(;;, .. IT~~U® ~~.~;~ ■ ;;.vn CMP DETENTION SYSTEMS CONTECH DYODS DRAWING ASSEMBLY SCALE: 1" = 30' DYO46936 Pacific Communities-Maple Ave, Fontana CMP-1 INF/DET CHAMBER SYSTEM Fontana, CA DETENTION SYSTEM 0 0 (j) 0 © 0 0 © TABLE 1: CORR. PROFILE 6"-10" 12" 11/2" X 1/4" 12"-48" 12" 2 2/3" X 1/2" >48"-96" 12" 3" X 1", 5" X 1" >96" 0/8 3"x 1", 5" X 1" STRUCTURAL BACKFILL MUST EXTEND TO LIMITS OF THE TABLE TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT. INSTALLATION NOTES 1 WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. 2. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS, AS APPROVED BY SITE ENGINEER 3. AN HOPE MEMBRANE LINER WILL BE PLACED ON THE CROWN OF EACH PIPE TO PROVIDE AN IMPERMEABLE BARRIER AGAINST ENVIRONMENTAL CHANGES THAT MAY ADVERSELY AFFECT THE SYSTEM OVER TIME PLEASE REFER TO THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL TECHNICAL DETAILS. MINIMUM WIDTH DEPENDS ON SITE CONDITIONS AND ENGINEERING JUDGEMENT TABLE 2 PERFORATED STANDARD CMP RETENTION STANDARD BACKFILL SPECIFICATIONS MATERIAL LOCATION MATERIAL SPECIFICATION DESCRIPTION MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE: HAUNCH MATERIALS UNDER THE PIPE FILL ENVELOPE WIDTH PER ENGINEER OF RECORD THE SUGGESTED MINIMUM TRENCH WIDTH, OR EOR RECOMMENDATION: PIPE< 24": 3.0D PIPE 24" -144": D + 4'0" PIPE s 12": D + 16" PIPE> 144" D + 10'0" PIPE> 12": 1.5D + 12" FOUNDATION AASHTO 26.5.2 -PER ENGINEER OF RECORD PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND FOUNDATION BROUGHT BACK TO GRADE WITH A FILL MATERIAL APPROVED BY THE ENGINEER OF RECORD ENGINEER OF RECORD TO DETERMINE IF BEDDING IS REQUIRED PIPE MAY BE PLACED ON THE TRENCH BOTTOM OF A RELATIVELY LOOSE, NATIVE SUITABLE WELL GRADED GRANULAR BEDDING AASHTO M 43: 3,357, 4,467, 5, 56, 57 MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE, 2" MIN DEPTH. THE BEDDING MATERIAL MAY BE SUITABLE OPEN GRADED GRANULAR BEDDING CONFORMING TO AASHTO SOIL CLASSIFICATIONS A1, A2, OR A3 WITH MAXIMUM PARTICLE SIZE OF 3" PER AASHTO 26.3.8.1 CORRUGATED METAL PIPE HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION WITHOUT SOFT SPOTS. BACKFILL SHALL BE PLACED IN 8" +/- FREE-DRAINING, ANGULAR, NATURALLY LOOSE LIFTS AND COMPACTED TO 90% STANDARD PROCTOR PER AASHTO T 99 BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT (16") DIFFERENTIAL BETWEEN BACKFILL OCCURRING WASHED-STONE PER AASHTC ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHOULD BE ADVANCED ALONG THE LENGTH OF THE SYSTEM TO AVOID DIFFERENTIAL LOADING. WHERE M 43: 3,357, 4,467, 5, 56, 57 OR CONVENTIONAL COMPACTION TESTING IS NOT PRACTICAL, THE MATERIAL SHALL BE MECHANICALLY COMPACTED UNTIL NO FURTHER YIELDING OF MATERIAL IS OBSERVED UNDER THE APPROVED EQUAL* COMPACTOR **IN AREAS WITH HIGH WATER TABLE FLUCTUATIONS THAT INTERACT WITH THE PIPE ZONE, CONSIDER INSTALLING A GEOTEXTILE SEPARATION LAYER TO PREVENT SOIL MIGRATION COVER MATERIAL UP 0 MIN. COVER -AASHTO M 145: A-1, A-2, A-3 AB DVE COVER MATERIAL MAY INCLUDE NON-BITUMINOUS, GRANULAR ROADBASE MATERIAL WITHIN MIN COVER LIMITS MIN. COVER -PER ENGINEER OF RECORD RIGID OR FLEXIBLE PAVEMENT (IF PER ENGINEER OF RECORD FLEXIBLE PAVEMENT SHOULD NOT BE COUNTED AS PART OF THE FILL HEIGHT OVER THE CMP. FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE APPLICABLE) PROJECT PLANS AND SPECIFICATIONS PER THE ENGINEER OF RECORD. OPTIONAL SIDE GEOTEXTILE NONE GEOTEXTILE LAYER IS RECOMMENDED ON SIDES OF EXCAVATION TO PREVENT SOIL MIGRATION GEOTEXTILE BETWEEN LAYERS NONE IF SOIL TYPES DIFFER AT ANY POINT ABOVE PIPE INVERT, AGEOTEXTILE LAYER IS RECOMMENDED TO BE PLACED BETWEEN THE LAYERS TO PREVENT SOIL MIGRATION. NOTES FOR MULTIPLE BARREL INSTALLATIONS, THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE THE PIPE DIAMETER /2 BUT NO LESS THAN 12" FOR DIAMETERS <72" FOR 72" AND LARGER DIAMETERS, THE MINIMUM SPACING IS 36". CONTACT YOUR CONTECH REPRESENTATIVE FOR NONSTANDARD SPACING APPROVED REGIONAL EQUIVALENTS FOR SECTION 5 INCLUDE CA-7, MIDOT 6AA, 6A. OR SG, PROVIDED THEY MEET THE PARTICLE SIZES INDICATED. DATE REVISION DESCRIPTION BY MANUFACTURER RECOMMENDED BACKFILL C(iNTECH" ENGINEERED SOLUTIONS LLC www.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX NOTTO SCALE ~~l(;;, .. IT~~U® ~~.~;~ ■ ;;.vn CMP DETENTION SYSTEMS CONTECH DYODS DRAWING DY046936 Pacific Communities-Maple Ave, Fontana CMP-1 INF/DET CHAMBER SYSTEM Fontana, CA DETENTION SYSTEM 8" RCP Outflow line a (cts) 0 0.7 1.5 3 4 Elev (fl) 1306.1 1306.6 1307.2 1309.1 1311 .1 1 315 1 314 1 313 1 312 ~ 1 311 !::.. 1 310 ~ 1 309 ~ 1 308 O 1 307 LLJ 9: 1 306 a.. 1 305 1 304 1 303 1 302 1 301 1 300 0 I I I I I I l I ______ ...... ------ I I I l 2 HEAD vs FLOW I I 1 I I I I I ~ I ~ I _j.---f I I I 3 Q (CFS) 4 5 6 -9 .5'P ipe Outlet 12in RCP Tl 8" OUTLET PIPE 0 T2 100-YR STORM T3 so 1000.0001305.980 1 1305.980 R 1007.0701306.020 1 .013 .000 .000 0 R 1020.2201306.100 1 .013 45.000 .000 0 SH 1 CD 1 4 1 .000 .670 .000 .000 .000 . 00 Q .001 . 0 Q .700 . 0 Q 1.500 . 0 Q 3.000 . 0 Q 4.000 . 0 FILE: MAPLE.WSW w s p G w -CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-1-2024 Time:10:46:42 8" OUTLET PIPE 100-YR STORM ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I 1000.000 1305.980 .014 1305.994 . 00 .55 . 00 1306.00 . 00 . 01 . 19 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .078 .0057 .0110 . 00 . 01 1. 00 .02 .013 . 00 . 00 PIPE I I I I I I 1000.078 1305.980 .014 1305.995 . 00 .53 . 00 1306.00 . 00 . 01 . 19 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .155 .0057 . 0096 . 00 . 01 . 93 .02 .013 . 00 . 00 PIPE I I I I I I 1000.233 1305.981 .015 1305.996 . 00 .50 . 00 1306.00 . 00 . 01 .20 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .129 .0057 .0084 . 00 .02 . 88 .02 .013 . 00 . 00 PIPE I I I I I I 1000.362 1305.982 .015 1305.997 . 00 .48 . 00 1306.00 . 00 . 01 .20 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .411 .0057 .0073 . 00 .02 .82 .02 .013 . 00 . 00 PIPE I I I I I I I 1000. 773 1305.984 .016 1306.000 . 00 .46 . 00 1306.00 . 00 . 01 .21 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .406 .0057 .0064 . 00 .02 .78 .02 .013 . 00 . 00 PIPE I I I I I I I 1001.179 1305.987 .016 1306.003 . 00 .43 . 00 1306.01 . 00 . 01 .21 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .439 .0057 .0045 . 00 .02 . 72 .02 .013 . 00 . 00 PIPE I I I I I I I 1001.618 1305.989 .017 1306.006 . 00 .43 . 00 1306.01 . 00 . 01 .21 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 5.452 .0057 .0031 .02 .02 .71 .02 .013 . 00 . 00 PIPE I I I I I I I 1007.070 1306.020 .017 1306.037 . 00 .43 . 00 1306.04 . 00 . 01 .21 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .084 .0061 .0045 . 00 .02 .71 .02 .013 . 00 . 00 PIPE I I I I I I I I 1007.154 1306.021 .016 1306.037 . 00 .44 . 00 1306.04 . 00 . 01 .21 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 13.066 .0061 .0033 .04 .02 .74 .02 .013 . 00 . 00 PIPE FILE: MAPLE.WSW W SP G W -CIVILDESIGN Version 14.11 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING 8" OUTLET PIPE 100-YR STORM PAGE 2 Date: 8-1-2024 Time:10:46:42 ************************************************************************************************************************** ******** Station I -1- Invert Elev L/Elem ICh Slope I I -I- I Depth I (FT) I -I­ I Water Elev I I -I- I Q (CFS) I Vel I (FPS) -I- I -1- Vel Head I -1- SF Ave I Energy I Grd.El.l -1- Super ICriticallFlow ToplHeight/lBase Wtl Elev I Depth I Width IDia.-FTlor I.D. I -1- -1- -1- -1- -1- HF ISE DpthlFroude NINorm Dp I "N" I X-Fall I ZL ZR INo Wth IPrs/Pip -I IType Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I 1020.220 1306.100 -1- -1- I .016 1306.116 -1- -1- I . 00 -1- .44 -1- I .00 1306.12 -1- -1- I . 00 . 01 .21 .670 .000 .00 1 . 0 -1- -1- -1- -1--1-I- FILE: MAPLE.WSW W SP G W -CIVILDESIGN Version 14.11 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING 8" OUTLET PIPE 100-YR STORM PAGE 1 Date: 8-1-2024 Time:10:46:42 ************************************************************************************************************************** ******** I Invert I Station I Elev I -1--I- L/Elem ICh Slope I Depth I (FT) I -I­ I Water Elev I I -I- I Q (CFS) I Vel I (FPS) -I- I Vel Head I -1- -1- SF Ave I Energy I Super ICriticallFlow ToplHeight/lBase Wtl Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I -1- -1- -1- -1- -1- -1- HF ISE DpthlFroude NINorm Dp I "N" I X-Fall I ZL ZR INo Wth IPrs/Pip -I IType Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I 1000.000 1305.980 . 3 94 1306.374 .70 3.25 .16 1306.54 . 00 .39 .66 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .705 .0057 .0073 . 01 .39 1. 00 .44 .013 . 00 . 00 PIPE I I I I I 1000.705 1305.984 .410 1306.394 .70 3.09 .15 1306.54 . 00 .39 .65 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 4.580 .0057 .0064 .03 .41 . 93 .44 .013 . 00 . 00 PIPE I I I I I I 1005.285 1306.010 .427 1306.437 .70 2.95 .14 1306.57 . 00 .39 .64 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.785 .0057 .0060 . 01 .43 .86 .44 .013 . 00 . 00 PIPE I I I I I I 1007.070 1306.020 .430 1306.450 .70 2.93 .13 1306.58 . 01 .39 .64 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 7.201 .0061 .0059 .04 .44 .85 .43 .013 . 00 . 00 PIPE I I I I I 1014.271 1306.064 .426 1306.490 .70 2. 96 .14 1306.63 . 01 .39 .64 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 5.949 .0061 .0059 .04 .43 .86 .43 .013 . 00 . 00 PIPE I I I I I 1020.220 1306.100 .426 1306.526 .70 2. 96 .14 1306.66 . 01 .39 .64 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- FILE: MAPLE.WSW W SP G W -CIVILDESIGN Version 14.11 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING 8" OUTLET PIPE 100-YR STORM PAGE 1 Date: 8-1-2024 Time:10:46:42 ************************************************************************************************************************** ******** I Invert I Station I Elev I -1--I- L/Elem ICh Slope I Depth I (FT) I -I­ I Water Elev I I -I- I Q (CFS) I Vel I (FPS) -I- I Vel Head I -1- -1- SF Ave I Energy I Super ICriticallFlow ToplHeight/lBase Wtl Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I -1- -1- -1- -1- -1- -1- HF ISE DpthlFroude NINorm Dp I "N" I X-Fall I ZL ZR INo Wth IPrs/Pip -I IType Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I 1000.000 1305.980 . 572 1306.552 1. 50 4.68 .34 1306.89 . 00 .57 .47 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .611 .0057 .0136 . 01 .57 1. 00 .67 .013 . 00 . 00 PIPE I I I I I I 1000.611 1305.983 .608 1306.592 1. 50 4.46 .31 1306.90 . 00 .57 .39 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 4.505 .0057 .0133 .06 .61 .84 .67 .013 . 00 . 00 PIPE I I I I I I 1005.116 1306.009 .670 1306.679 1. 50 4.25 .28 1306.96 . 00 .57 . 00 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.954 .0057 .0142 .03 .67 . 00 .67 .013 . 00 . 00 PIPE I I I I I I I 1007.070 1306.020 .688 1306.708 1. 50 4.25 .28 1306.99 . 00 .57 . 00 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 13.150 .0061 .0150 .20 . 00 . 00 .67 .013 . 00 . 00 PIPE I I I I I 1020.220 1306.100 .845 1306.945 1. 50 4.25 .28 1307.23 . 00 .57 . 00 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- FILE: MAPLE.WSW W SP G W -CIVILDESIGN Version 14.11 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING 8" OUTLET PIPE 100-YR STORM PAGE 1 Date: 8-1-2024 Time:10:46:42 ************************************************************************************************************************** ******** I Invert I Station I Elev I -1--I- L/Elem ICh Slope I Depth I (FT) I -I­ I Water Elev I I -I- I Q (CFS) I Vel I (FPS) -I- I Vel Head I -1- -1- SF Ave I Energy I Super ICriticallFlow ToplHeight/lBase Wtl Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I -1- -1- -1- -1- -1- -1- HF ISE DpthlFroude NINorm Dp I "N" I X-Fall I ZL ZR INo Wth IPrs/Pip -I IType Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I I 1000.000 1305.980 .661 1306.641 3.00 8.53 1. 13 1307. 77 . 00 .66 .16 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .063 .0057 .0542 . 00 .66 1. 00 .67 .013 . 00 . 00 PIPE I I I I I I 1000.063 1305.980 .670 1306.650 3.00 8.51 1. 12 1307. 77 . 00 .66 . 00 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 7.007 .0057 .0569 .40 .67 . 00 .67 .013 . 00 . 00 PIPE I I I I I I I 1007.070 1306.020 1.051 1307.071 3.00 8.51 1. 12 1308.20 . 00 .66 . 00 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 13.150 .0061 .0600 .79 . 00 . 00 .67 .013 . 00 . 00 PIPE I I I I I I I 1020.220 1306.100 1. 919 1308.019 3.00 8.51 1. 12 1309.14 . 00 .66 . 00 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- FILE: MAPLE.WSW W SP G W -CIVILDESIGN Version 14.11 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING 8" OUTLET PIPE 100-YR STORM PAGE 1 Date: 8-1-2024 Time:10:46:42 ************************************************************************************************************************** ******** I Invert I Station I Elev I -1--I- L/Elem ICh Slope I Depth I (FT) I -I­ I Water Elev I I -I- I Q (CFS) I Vel I (FPS) -I- I Vel Head I -1- -1- SF Ave I Energy I Super ICriticallFlow ToplHeight/lBase Wtl Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I -1- -1- -1- -1- -1- -1- HF ISE DpthlFroude NINorm Dp I "N" I X-Fall I ZL ZR INo Wth IPrs/Pip -I IType Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I 1000.000 1305.980 .667 1306.647 4.00 11.35 2.00 1308.65 . 00 .67 . 0 9 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .010 .0057 .0983 . 00 .67 1. 00 .67 .013 . 00 . 00 PIPE I I I I I 1000.010 1305.980 .670 1306.650 4.00 11.35 2.00 1308.65 . 00 .67 . 00 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 7.060 .0057 .1012 .71 .67 . 00 .67 .013 . 00 . 00 PIPE I I I I I I I 1007.070 1306.020 1.383 1307.403 4.00 11.35 2.00 1309.40 . 00 .67 . 00 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 13.150 .0061 .1067 1. 40 . 00 . 00 .67 .013 . 00 . 00 PIPE I I I I I I 1020.220 1306.100 2.989 1309.089 4.00 11.35 2.00 1311.09 . 00 .67 . 00 .670 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1315 1314 1313 18" RCP Outflow line ~ 131 2 :::c 1311 ~ Q (cfs) Elev (ft) Cl. LLJ 0 1306.2 0 1310 2 1307.5 LLJ 1309 Cl. 4 1:308 a: 6 1 308.2 1308 8 1308.5 1307 10 1309.4 1306 7 1305 0 I ~ ~ I 2 4 HEAD vs FLOW 6 -----L.---'"" 8 0 (CFS) _,,,,,. 10 1 2 1 4 -9 .S'Pipe Outlet 12in RC P Tl WSPG 18" OUTLET 0 T2 T3 so 1000.0001303.500 2 1306.000 R 1022.2201303.920 2 .013 .000 .000 0 R 1038.1201304.030 2 .013 -40.489 .000 0 R 1175.3501304.850 2 .013 .000 R 1209.9101305.060 2 .013 88.006 R 1270.5401305.980 2 .013 .000 R 1288.6801306.800 2 .013 .000 SH 2 CD 1 2 0 .000 .420 5.000 .000 .000 . 00 CD 2 4 1 .000 1.500 .000 .000 .000 . 00 Q 2.000 . 0 Q 4.000 . 0 Q 6.000 . 0 Q 8.000 . 0 Q 10.000 . 0 FILE: MAPLE.WSW w s p G W -CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I I 1000.000 1303.500 2.500 1306.000 2.00 1. 13 .02 1306.02 . 00 .53 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 22.220 .0189 .0004 . 01 2.50 . 00 .38 .013 . 00 . 00 PIPE I I I I I I I 1022.220 1303.920 2.088 1306.008 2.00 1. 13 .02 1306.03 . 00 .53 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 15.900 .0069 .0004 . 01 . 00 . 00 .49 .013 . 00 . 00 PIPE I I I I I I I 1038.120 1304.030 1.986 1306.016 2.00 1. 13 .02 1306.04 . 00 .53 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 86.675 .0060 .0004 .03 1. 99 . 00 .51 .013 . 00 . 00 PIPE I I I I I I 1124.795 1304.548 1.500 1306.048 2.00 1. 13 .02 1306.07 . 00 .53 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 24.278 .0060 .0003 . 01 1. 50 . 00 .51 .013 . 00 . 00 PIPE I I I I I I I 1149.073 1304.693 1.360 1306.053 2.00 1. 19 .02 1306.07 . 00 .53 .87 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 13.780 .0060 .0003 . 00 1. 36 .15 .51 .013 . 00 . 00 PIPE I I I I I I I 1162.853 1304.775 1.280 1306.055 2.00 1. 24 .02 1306.08 . 00 .53 1. 06 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 11. 4 94 .0060 .0004 . 00 1. 28 . 18 .51 .013 . 00 . 00 PIPE I I I I I I I 1174.347 1304.844 1.213 1306.057 2.00 1. 31 .03 1306.08 . 00 .53 1. 18 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.003 .0060 .0004 . 00 1. 21 .20 .51 .013 . 00 . 00 PIPE I I I I I I I 1175.350 1304.850 1.208 1306.058 2.00 1. 31 .03 1306.08 . 00 .53 1. 19 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 9.832 .0061 .0004 . 00 1. 21 .20 .50 .013 . 00 . 00 PIPE I I I I I I 1185.182 1304.910 1. 14 9 1306.059 2.00 1. 38 .03 1306.09 . 00 .53 1. 27 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 8.698 .0061 .0004 . 00 1. 15 .23 .50 .013 . 00 . 00 PIPE FILE: MAPLE.WSW w s p G W -CIVILDESIGN Version 14.11 PAGE 2 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I I 1193.880 1304.963 1. 0 97 1306.060 2.00 1. 44 .03 1306.09 . 00 .53 1. 33 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 7.830 .0061 .0005 . 00 1. 10 .25 .50 .013 . 00 . 00 PIPE I I I I I I I 1201.710 1305.010 1.050 1306.060 2.00 1. 51 .04 1306.10 . 00 .53 1. 37 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 7.313 .0061 .0005 . 00 1. 05 .27 .50 .013 . 00 . 00 PIPE I I I I I I I 1209.023 1305.055 1.006 1306.061 2.00 1. 5 9 .04 1306.10 . 00 .53 1. 41 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .887 .0061 .0006 . 00 1. 01 .30 .50 .013 . 00 . 00 PIPE I I I I I I I 1209.910 1305.060 1.001 1306.061 2.00 1. 60 .04 1306.10 . 00 .53 1. 41 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.532 .0152 .0006 . 00 1. 00 .30 .40 .013 . 00 . 00 PIPE I I I I I I I 1212.443 1305.099 . 960 1306.059 2.00 1. 67 .04 1306.10 . 00 .53 1. 44 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.395 .0152 .0007 . 00 . 96 .32 .40 .013 . 00 . 00 PIPE I I I I I I I 1214.837 1305.135 . 921 1306.056 2.00 1. 76 .05 1306.10 . 00 .53 1. 46 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.171 .0152 .0008 . 00 . 92 .35 .40 .013 . 00 . 00 PIPE I I I I I I 1217.008 1305.168 .885 1306.053 2.00 1. 84 .05 1306.11 . 00 .53 1. 48 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.013 .0152 .0009 . 00 . 8 9 .38 .40 .013 . 00 . 00 PIPE I I I I I I 1219.021 1305.198 .851 1306.049 2.00 1. 93 .06 1306.11 . 00 .53 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.851 .0152 .0010 . 00 .85 .41 .40 .013 . 00 . 00 PIPE I I I I I I I 1220.872 1305.226 .819 1306.046 2.00 2.03 .06 1306.11 . 00 .53 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1. 7 57 .0152 .0012 . 00 .82 .44 .40 .013 . 00 . 00 PIPE FILE: MAPLE.WSW w s p G w -CIVILDESIGN Version 14.11 PAGE 3 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I 1222.629 1305.253 .788 1306.041 2.00 2.12 .07 1306.11 . 00 .53 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.586 .0152 .0013 . 00 .79 .47 .40 .013 . 00 . 00 PIPE I I I I I I I 1224.215 1305.277 .759 1306.036 2.00 2.23 . 08 1306.11 . 00 .53 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.482 .0152 .0015 . 00 .76 .51 .40 .013 . 00 . 00 PIPE I I I I I I I 1225.697 1305.300 .731 1306.031 2.00 2.34 . 08 1306.12 . 00 .53 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.232 .0152 .0017 . 00 .73 .55 .40 .013 . 00 . 00 PIPE I I I I I I I 1226.929 1305.318 .704 1306.022 2.00 2.45 . 0 9 1306.12 . 00 .53 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- HYDRAULIC JUMP I I I I 1226.929 1305.318 .382 1305.700 2.00 5.64 .49 1306.19 . 00 .53 1. 31 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 16.163 .0152 .0179 .29 .38 1. 91 .40 .013 . 00 . 00 PIPE I I I I I I I 1243.092 1305.564 .382 1305.946 2.00 5.64 .49 1306.44 . 00 .53 1. 31 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 8. 977 .0152 .0192 .17 .38 1. 91 .40 .013 . 00 . 00 PIPE I I I I I I I 1252.069 1305.700 .369 1306.069 2.00 5.91 .54 1306.61 . 00 .53 1. 2 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 6.213 .0152 .0220 .14 .37 2.04 .40 .013 . 00 . 00 PIPE I I I I I I 1258.282 1305.794 .357 1306.151 2.00 6.20 .60 1306.75 . 00 .53 1. 28 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 4.789 .0152 .0251 .12 .36 2.18 .40 .013 . 00 . 00 PIPE I I I I I I I 1263.071 1305.867 .345 1306.212 2.00 6.51 .66 1306.87 . 00 .53 1. 26 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3. 962 .0152 .0287 . 11 .35 2.32 .40 .013 . 00 . 00 PIPE FILE: MAPLE.WSW w s p G w -CIVILDESIGN Version 14.11 PAGE 4 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I 1267.033 1305.927 .333 1306.260 2.00 6.82 . 72 1306.98 . 00 .53 1. 25 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.507 .0152 .0329 .12 .33 2.48 .40 .013 . 00 . 00 PIPE I I I I I I I 1270.540 1305.980 .323 1306.303 2.00 7.16 . 80 1307.10 . 00 .53 1. 23 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.229 .0452 .0336 . 11 .32 2.65 .30 .013 . 00 . 00 PIPE I I I I I I I I 1273.769 1306.126 .329 1306.455 2.00 6.94 .75 1307.20 . 00 .53 1. 24 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3. 720 .0452 .0302 . 11 .33 2.54 .30 .013 . 00 . 00 PIPE I I I I I I 1277.489 1306.294 .341 1306.635 2.00 6.62 .68 1307.32 . 00 .53 1. 26 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.698 .0452 .0264 .07 .34 2.38 .30 .013 . 00 . 00 PIPE I I I I I I 1280.187 1306.416 .352 1306.768 2.00 6.31 .62 1307.39 . 00 .53 1. 27 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.994 .0452 .0230 .05 .35 2.23 .30 .013 . 00 . 00 PIPE I I I I I I 1282.180 1306.506 .364 1306.870 2.00 6.02 .56 1307.43 . 00 .53 1. 2 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.520 .0452 .0202 .03 .36 2.09 .30 .013 . 00 . 00 PIPE I I I I I I 1283.700 1306.575 . 377 1306.952 2.00 5.74 .51 1307.46 . 00 .53 1. 30 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.213 .0452 .0176 .02 .38 1. 95 .30 .013 . 00 . 00 PIPE I I I I I I I I 1284.913 1306.630 .390 1307.020 2.00 5.47 .46 1307.48 . 00 .53 1. 32 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .981 .0452 .0154 .02 .39 1. 83 .30 .013 . 00 . 00 PIPE I I I I I I 1285.894 1306.674 .403 1307. 077 2.00 5.21 .42 1307.50 . 00 .53 1. 33 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .769 .0452 .0135 . 01 .40 1. 71 .30 .013 . 00 . 00 PIPE FILE: MAPLE.WSW w s p G w -CIVILDESIGN Version 14.11 PAGE 5 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I 1286.663 1306.709 .417 1307.126 2.00 4.97 .38 1307.51 . 00 .53 1. 34 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- . 596 .0452 .0118 . 01 .42 1. 60 .30 .013 . 00 . 00 PIPE I I I I I I 1287.259 1306.736 .432 1307.168 2.00 4.74 .35 1307.52 . 00 .53 1. 36 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .480 .0452 .0103 . 00 .43 1. 50 .30 .013 . 00 . 00 PIPE I I I I I I 1287.738 1306.757 .447 1307.205 2.00 4.52 .32 1307.52 . 00 .53 1. 37 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .355 .0452 .0091 . 00 .45 1. 40 .30 .013 . 00 . 00 PIPE I I I I I I 1288.093 1306. 774 .463 1307.237 2.00 4.31 .29 1307.53 . 00 .53 1. 3 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .274 .0452 .0079 . 00 .46 1. 31 .30 .013 . 00 . 00 PIPE I I I I I I 1288.367 1306.786 .479 1307.265 2.00 4.11 .26 1307.53 . 00 .53 1. 40 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .179 .0452 .0069 . 00 .48 1. 23 .30 .013 . 00 . 00 PIPE I I I I I I 1288.546 1306.794 . 496 1307.290 2.00 3.92 .24 1307.53 . 00 .53 1. 41 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .119 .0452 .0061 . 00 .50 1. 15 .30 .013 . 00 . 00 PIPE I I I I I I 1288.665 1306.799 .513 1307.313 2.00 3.74 .22 1307.53 . 00 .53 1. 42 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .015 .0452 .0053 . 00 .51 1. 07 .30 .013 . 00 . 00 PIPE I I I I I I 1288.680 1306.800 .533 1307.333 2.00 3.55 .20 1307.53 . 00 .53 1. 44 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- FILE: MAPLE.WSW w s p G W -CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I 1000.000 1303.500 2.500 1306.000 4.00 2.26 . 08 1306.08 . 00 . 77 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 22.220 .0189 .0015 .03 2.50 . 00 .54 .013 . 00 . 00 PIPE I I I I I I 1022.220 1303.920 2.112 1306.032 4.00 2.26 . 08 1306.11 . 00 . 77 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 15.900 .0069 .0015 .02 . 00 . 00 .71 .013 . 00 . 00 PIPE I I I I I I 1038.120 1304.030 2.036 1306.066 4.00 2.26 . 08 1306.15 . 00 . 77 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 118.438 .0060 .0014 .17 2.04 . 00 .74 .013 . 00 . 00 PIPE I I I I I I 1156.558 1304.738 1.500 1306.238 4.00 2.26 . 08 1306.32 . 00 . 77 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 18.792 .0060 .0013 .03 1. 50 . 00 .74 .013 . 00 . 00 PIPE I I I I I 1175.350 1304.850 1.408 1306.258 4.00 2.32 . 08 1306.34 . 01 . 77 . 72 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 17.629 .0061 .0013 .02 1. 41 .26 .74 .013 . 00 . 00 PIPE I I I I I 1192.979 1304.957 1.315 1306.272 4.00 2.44 . 0 9 1306.36 . 01 . 77 . 99 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 13.323 .0061 .0014 .02 1. 32 .33 .74 .013 . 00 . 00 PIPE I I I I I I 1206.302 1305.038 1.243 1306.281 4.00 2.55 . 10 1306.38 . 01 . 77 1. 13 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.608 .0061 .0014 . 01 1. 25 .38 .74 .013 . 00 . 00 PIPE I I I I I 1209.910 1305.060 1.224 1306.284 4.00 2.59 . 10 1306.39 . 00 . 77 1. 16 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.593 .0152 .0015 . 01 1. 22 .40 .57 .013 . 00 . 00 PIPE I I I I I 1213.503 1305.115 1.164 1306.279 4.00 2. 72 . 11 1306.39 . 00 . 77 1. 25 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.158 .0152 .0017 . 01 1. 16 .44 .57 .013 . 00 . 00 PIPE FILE: MAPLE.WSW w s p G w -CIVILDESIGN Version 14.11 PAGE 2 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I 1216.661 1305.163 1.110 1306.273 4.00 2.85 .13 1306.40 . 00 . 77 1. 32 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.666 .0152 .0019 . 01 1. 11 .49 .57 .013 . 00 . 00 PIPE I I I I I I 1219.327 1305.203 1.062 1306.265 4.00 2.99 .14 1306.40 . 00 . 77 1. 36 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.871 .0152 .0021 . 00 1. 06 .53 .57 .013 . 00 . 00 PIPE I I I I I 1221.198 1305.231 1.017 1306.249 4.00 3.14 .15 1306.40 . 00 . 77 1. 40 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- HYDRAULIC JUMP I I 1221.198 1305.231 .552 1305.784 4.00 6.78 .71 1306.50 . 00 . 77 1. 45 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 10.206 .0152 .0174 . 18 .55 1. 87 .57 .013 . 00 . 00 PIPE I I I I I 1231.404 1305.386 .552 1305.938 4.00 6.78 .71 1306.65 . 00 . 77 1. 45 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 15.310 .0152 .0186 .28 .55 1. 87 .57 .013 . 00 . 00 PIPE I I I I I 1246.714 1305.618 .533 1306.151 4.00 7.11 .78 1306.94 . 00 . 77 1. 44 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 9.871 .0152 .0212 .21 .53 2.00 .57 .013 . 00 . 00 PIPE I I I I I I 1256.585 1305.768 .514 1306.282 4.00 7.46 .86 1307.15 . 00 . 77 1. 42 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 7.688 .0152 .0242 . 19 .51 2.14 .57 .013 . 00 . 00 PIPE I I I I I I 1264.273 1305.885 . 4 97 1306.382 4.00 7.82 . 95 1307.33 . 00 . 77 1. 41 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 6.267 .0152 .0276 .17 .50 2.29 .57 .013 . 00 . 00 PIPE I I I I I 1270.540 1305.980 .480 1306.460 4.00 8.20 1. 04 1307.50 . 00 . 77 1. 40 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 4.270 .0452 .0276 .12 .48 2.45 .43 .013 . 00 . 00 PIPE FILE: MAPLE.WSW w s p G w -CIVILDESIGN Version 14.11 PAGE 3 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I 1274.810 1306.173 . 496 1306.669 4.00 7.83 . 95 1307.62 . 00 . 77 1. 41 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.269 .0452 .0243 . 08 .50 2.29 .43 .013 . 00 . 00 PIPE I I I I I I 1278.079 1306.321 .514 1306.835 4.00 7.46 .86 1307.70 . 00 . 77 1. 42 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.532 .0452 .0213 .05 .51 2.14 .43 .013 . 00 . 00 PIPE I I I I I 1280.610 1306.435 .532 1306.967 4.00 7.12 .79 1307.75 . 00 . 77 1. 44 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1. 97 5 .0452 .0186 .04 .53 2.00 .43 .013 . 00 . 00 PIPE I I I I I 1282.585 1306.525 .551 1307.076 4.00 6.78 .71 1307.79 . 00 . 77 1. 45 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.558 .0452 .0163 .03 .55 1. 87 .43 .013 . 00 . 00 PIPE I I I I I 1284.143 1306.595 .571 1307.166 4.00 6.47 .65 1307.82 . 00 . 77 1. 46 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.233 .0452 .0143 .02 .57 1. 7 5 .43 .013 . 00 . 00 PIPE I I I I I 1285.377 1306.651 . 5 92 1307.243 4.00 6.17 .59 1307.83 . 00 . 77 1. 4 7 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.002 .0452 .0126 . 01 .59 1. 63 .43 .013 . 00 . 00 PIPE I I I I I I I 1286.379 1306.696 .613 1307.309 4.00 5.88 .54 1307.85 . 00 . 77 1. 4 7 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .756 .0452 .0110 . 01 .61 1. 53 .43 .013 . 00 . 00 PIPE I I I I I I 1287.135 1306.730 .636 1307.366 4.00 5.61 .49 1307.85 . 00 . 77 1. 48 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .602 .0452 .0097 . 01 .64 1. 42 .43 .013 . 00 . 00 PIPE I I I I I 1287.737 1306.757 . 65 9 1307.417 4.00 5.35 .44 1307.86 . 00 . 77 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .446 .0452 .0085 . 00 .66 1. 33 .43 .013 . 00 . 00 PIPE FILE: MAPLE.WSW W SP G W -CIVILDESIGN Version 14.11 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING WSPG 18" OUTLET PAGE 4 Date: 8-2-2024 Time: 8:23: 3 ************************************************************************************************************************** ******** I Invert I Station I Elev I -1--I- L/Elem ICh Slope I Depth I (FT) I -I­ I Water Elev I I -I- I Q (CFS) I Vel I (FPS) -I- I Vel Head I -1- -1- SF Ave I Energy I Super ICriticallFlow ToplHeight/lBase Wtl Grd.El. I Elev I Depth I Width IDia.-FTlor I.D. I -1- -1- -1- -1- -1- -1- HF ISE DpthlFroude NINorm Dp I "N" I X-Fall I ZL ZR INo Wth IPrs/Pip -I IType Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I 1288.183 1306. 778 .683 1307.461 4.00 5.10 .40 1307.86 . 00 . 77 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .283 .0452 .0075 . 00 .68 1. 24 .43 .013 . 00 . 00 PIPE I I I I I 1288.466 1306.790 .709 1307.500 4.00 4.86 .37 1307.87 . 00 . 77 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .164 .0452 .0066 . 00 .71 1. 16 .43 .013 . 00 . 00 PIPE I I I I I 1288.631 1306.798 .736 1307.534 4.00 4.63 .33 1307.87 . 00 . 77 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .049 .0452 .0058 . 00 .74 1. 08 .43 .013 . 00 . 00 PIPE I I I I I 1288.680 1306.800 .765 1307.566 4.00 4.41 .30 1307.87 . 00 . 77 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- FILE: MAPLE.WSW w s p G W -CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I I 1000.000 1303.500 2.500 1306.000 6.00 3.40 . 18 1306.18 . 00 . 95 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 22.220 .0189 .0033 .07 2.50 . 00 .67 .013 . 00 . 00 PIPE I I I I I I 1022.220 1303.920 2.152 1306.073 6.00 3.40 . 18 1306.25 . 00 . 95 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 15.900 .0069 .0033 .05 . 00 . 00 . 91 .013 . 00 . 00 PIPE I I I I I I I 1038.120 1304.030 2.118 1306.148 6.00 3.40 . 18 1306.33 . 00 . 95 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 137.230 .0060 .0033 .45 2.12 . 00 . 96 .013 . 00 . 00 PIPE I I I I I I 1175.350 1304.850 1.746 1306.596 6.00 3.40 . 18 1306.78 . 00 . 95 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 34.560 .0061 .0033 . 11 . 00 . 00 . 95 .013 . 00 . 00 PIPE I I I I I I 1209.910 1305.060 1.684 1306.744 6.00 3.40 . 18 1306.92 . 00 . 95 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 15.474 .0152 .0032 .05 1. 68 . 00 . 72 .013 . 00 . 00 PIPE I I I I I I 1225.384 1305.295 1.500 1306.795 6.00 3.40 . 18 1306.97 . 00 . 95 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 9.958 .0152 .0030 .03 1. 50 . 00 . 72 .013 . 00 . 00 PIPE I I I I I I I 1235.341 1305.446 1.360 1306.806 6.00 3.56 .20 1307.00 . 00 . 95 .87 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.786 .0152 .0030 . 01 1. 36 .45 . 72 .013 . 00 . 00 PIPE I I I I I I I 1239.127 1305.503 1.280 1306.784 6.00 3.74 .22 1307.00 . 00 . 95 1. 06 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- HYDRAULIC JUMP I I I I I 1239.127 1305.503 .657 1306.161 6.00 8.06 1. 01 1307.17 . 00 . 95 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 11.156 .0152 .0206 .23 .66 2.01 . 72 .013 . 00 . 00 PIPE FILE: MAPLE.WSW w s p G W -CIVILDESIGN Version 14.11 PAGE 2 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I 1250.283 1305.673 .657 1306.330 6.00 8.05 1. 01 1307.34 . 00 . 95 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 11.323 .0152 .0220 .25 .66 2.00 . 72 .013 . 00 . 00 PIPE I I I I I I 1261.606 1305.844 .634 1306.479 6.00 8.44 1. 11 1307.58 . 00 . 95 1. 48 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 8.934 .0152 .0251 .22 .63 2.15 . 72 .013 . 00 . 00 PIPE I I I I I I I 1270.540 1305.980 .612 1306.592 6.00 8.85 1. 22 1307.81 . 00 . 95 1. 4 7 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.497 .0452 .0259 .06 .61 2.30 .53 .013 . 00 . 00 PIPE I I I I I I I I 1273.037 1306.093 .623 1306.716 6.00 8.64 1. 16 1307.88 . 00 . 95 1. 48 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.797 .0452 .0235 . 0 9 .62 2.22 .53 .013 . 00 . 00 PIPE I I I I I I I 1276.833 1306.264 .646 1306.911 6.00 8.24 1. 05 1307. 96 . 00 . 95 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2. 964 .0452 .0206 .06 .65 2.07 .53 .013 . 00 . 00 PIPE I I I I I I I I 1279.797 1306.398 .669 1307.068 6.00 7.86 . 96 1308.03 . 00 . 95 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.294 .0452 .0181 .04 .67 1. 93 .53 .013 . 00 . 00 PIPE I I I I I I 1282.091 1306.502 .694 1307.196 6.00 7.49 .87 1308.07 . 00 . 95 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.784 .0452 .0159 .03 .69 1. 80 .53 .013 . 00 . 00 PIPE I I I I I I 1283.875 1306.583 . 721 1307.304 6.00 7.14 .79 1308.10 . 00 . 95 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.444 .0452 .0140 .02 . 72 1. 68 .53 .013 . 00 . 00 PIPE I I I I I I 1285.319 1306.648 .748 1307.396 6.00 6.81 . 72 1308.12 . 00 . 95 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.110 .0452 .0124 . 01 .75 1. 57 .53 .013 . 00 . 00 PIPE FILE: MAPLE.WSW w s p G w -CIVILDESIGN Version 14.11 PAGE 3 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I 1286.430 1306.698 . 777 1307.475 6.00 6.49 .65 1308.13 . 00 . 95 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .860 .0452 .0109 . 01 .78 1. 46 .53 .013 . 00 . 00 PIPE I I I I I I 1287.290 1306.737 .807 1307.544 6.00 6.19 .60 1308.14 . 00 . 95 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- . 64 9 .0452 . 0096 . 01 . 81 1. 36 .53 .013 . 00 . 00 PIPE I I I I I I I 1287.938 1306.767 .838 1307.605 6.00 5.90 .54 1308.15 . 00 . 95 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .413 .0452 .0085 . 00 .84 1. 26 .53 .013 . 00 . 00 PIPE I I I I I I 1288.352 1306.785 . 872 1307.657 6.00 5.63 .49 1308.15 . 00 . 95 1. 48 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .257 .0452 .0075 . 00 .87 1. 1 7 .53 .013 . 00 . 00 PIPE I I I I I I 1288.609 1306.797 .907 1307.704 6.00 5.37 .45 1308.15 . 00 . 95 1. 4 7 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .071 .0452 .0066 . 00 . 91 1. 08 .53 .013 . 00 . 00 PIPE I I I I I I 1288.680 1306.800 . 946 1307.746 6.00 5.11 .41 1308.15 . 00 . 95 1. 45 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- FILE: MAPLE.WSW w s p G W -CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I I 1000.000 1303.500 2.500 1306.000 8.00 4.53 .32 1306.32 . 00 1. 10 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 22.220 .0189 .0058 .13 2.50 . 00 . 80 .013 . 00 . 00 PIPE I I I I I I I 1022.220 1303.920 2.209 1306.129 8.00 4.53 .32 1306.45 . 00 1. 10 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 15.900 .0069 .0058 . 0 9 . 00 . 00 1. 13 .013 . 00 . 00 PIPE I I I I I I 1038.120 1304.030 2.234 1306.264 8.00 4.53 .32 1306.58 . 00 1. 10 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 137.230 .0060 .0058 . 80 2.23 . 00 1. 21 .013 . 00 . 00 PIPE I I I I I I I 1175.350 1304.850 2.210 1307.060 8.00 4.53 .32 1307.38 . 00 1. 10 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 34.560 .0061 .0058 .20 . 00 . 00 1. 20 .013 . 00 . 00 PIPE I I I I I I I 1209.910 1305.060 2.263 1307.323 8.00 4.53 .32 1307.64 . 00 1. 10 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 60.630 .0152 .0058 .35 2.26 . 00 .85 .013 . 00 . 00 PIPE I I I I I I 1270.540 1305.980 1.695 1307.675 8.00 4.53 .32 1307.99 . 00 1. 10 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.806 .0452 .0058 .02 1. 69 . 00 .62 .013 . 00 . 00 PIPE I I I I I I 1274.346 1306.152 1.545 1307.697 8.00 4.53 .32 1308.02 . 00 1. 10 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- HYDRAULIC JUMP I I I I I 1274.346 1306.152 .760 1306.912 8.00 8.90 1. 23 1308.14 . 00 1. 10 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.450 .0452 .0221 .03 .76 2.03 .62 .013 . 00 . 00 PIPE I I I I I I I 1275.795 1306.218 .760 1306.978 8.00 8.89 1. 23 1308.21 . 00 1. 10 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 3.340 .0452 .0208 .07 .76 2.02 .62 .013 . 00 . 00 PIPE FILE: MAPLE.WSW w s p G W -CIVILDESIGN Version 14.11 PAGE 2 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I 1279.136 1306.369 .790 1307.159 8.00 8.48 1. 12 1308.27 . 00 1. 10 1. 50 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.658 .0452 .0183 .05 .79 1. 88 .62 .013 . 00 . 00 PIPE I I I I I I I 1281.793 1306.489 .820 1307.309 8.00 8.08 1. 01 1308.32 . 00 1. 10 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 2.039 .0452 .0162 .03 .82 1. 7 5 .62 .013 . 00 . 00 PIPE I I I I I I 1283.833 1306.581 .853 1307.434 8.00 7.71 . 92 1308.36 . 00 1. 10 1. 4 9 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.612 .0452 .0143 .02 .85 1. 62 .62 .013 . 00 . 00 PIPE I I I I I I 1285.445 1306.654 .887 1307.541 8.00 7.35 .84 1308.38 . 00 1. 10 1. 4 7 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 1.235 .0452 .0126 .02 . 8 9 1. 51 .62 .013 . 00 . 00 PIPE I I I I I I I 1286.679 1306.710 . 923 1307.633 8.00 7.01 .76 1308.39 . 00 1. 10 1. 46 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .891 .0452 .0112 . 01 . 92 1. 40 .62 .013 . 00 . 00 PIPE I I I I I I I 1287.570 1306.750 . 962 1307.712 8.00 6.68 .69 1308.40 . 00 1. 10 1. 44 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .624 .0452 .0099 . 01 . 96 1. 2 9 .62 .013 . 00 . 00 PIPE I I I I I I I 1288.193 1306. 778 1.003 1307.781 8.00 6.37 .63 1308.41 . 00 1. 10 1. 41 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .365 .0452 .0088 . 00 1. 00 1. 19 .62 .013 . 00 . 00 PIPE I I I I I I 1288.558 1306.795 1. 04 7 1307.842 8.00 6.07 .57 1308.41 . 00 1. 10 1. 38 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- .122 .0452 .0079 . 00 1. 05 1. 0 9 .62 .013 . 00 . 00 PIPE I I I I I I I 1288.680 1306.800 1.096 1307.896 8.00 5.78 .52 1308.42 . 00 1. 10 1. 33 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- FILE: MAPLE.WSW w s p G W -CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 8-2-2024 Time: 8: 23: 3 WSPG 18" OUTLET ************************************************************************************************************************** ******** I Invert I Depth I Water I Q I Vel Vel Energy I Super I Critical I Flow ToplHeight/lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTlor I. D. I ZL IPrs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1--I L/Elem I Ch Slope I I I I SF Ave I HF ISE DpthlFroude NINorm Dp I "N" I X-Falll ZR I Type Ch *********l*********l********l*********l*********l*******l*******l*********l*******l********l********l*******l*******I***** I******* I I I I 1000.000 1303.500 2.500 1306.000 10.00 5.66 .50 1306.50 . 00 1. 22 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 22.220 .0189 .0091 .20 2.50 . 00 . 92 .013 . 00 . 00 PIPE I I I I I I I 1022.220 1303.920 2.281 1306.201 10.00 5.66 .50 1306.70 . 00 1. 22 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 15.900 .0069 .0091 .14 . 00 . 00 1. 50 .013 . 00 . 00 PIPE I I I I I I I 1038.120 1304.030 2.382 1306.412 10.00 5.66 .50 1306.91 . 00 1. 22 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 137.230 .0060 .0091 1. 24 2.38 . 00 1. 50 .013 . 00 . 00 PIPE I I I I I I I 1175.350 1304.850 2.806 1307.656 10.00 5.66 .50 1308.15 . 00 1. 22 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 34.560 .0061 .0091 .31 . 00 . 00 1. 50 .013 . 00 . 00 PIPE I I I I I I 1209.910 1305.060 3.007 1308.067 10.00 5.66 .50 1308.56 . 00 1. 22 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 60.630 .0152 .0091 .55 3.01 . 00 . 99 .013 . 00 . 00 PIPE I I I I I I 1270.540 1305.980 2.637 1308.617 10.00 5.66 .50 1309.11 . 00 1. 22 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- 18.140 .0452 .0091 .16 2.64 . 00 .70 .013 . 00 . 00 PIPE I I I I I I I 1288.680 1306.800 1.981 1308.781 10.00 5.66 .50 1309.28 . 00 1. 22 . 00 1.500 .000 . 00 1 . 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- -1-I- Time (Hours) 0.083 FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 -2018 Study date: 08/02/24 DIVERSIFIED MAPLE AVE CHAMBER ROUTING 18" OUTLET PIPE 100 YR STORM Program License Serial Number 6484 ********************* HYDROGRAPH INFORMATION********************** From study/file name: MAPLE-UH Dev-25yr.rte ****************************HYDROGRAPH DATA**************************** Number of intervals= 294 Time interval= 5.0 (Min.) Maximum/Peak flow rate 31.286 (CFS) Total volume= 4.661 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) Vol (Ac. Ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 0.000 to Point/Station 1.000 **** RETARDING BASIN ROUTING**** User entry of depth-outflow-storage data Total number of inflow hydrograph intervals= 294 Hydrograph time unit= 5.000 (Min.) Initial depth in storage basin= 0.00(Ft.) Initial basin depth= Initial basin storage= Initial basin outflow= 0. 0 0 (Ft.) 0. 00 (Ac. Ft) 0.00 (CFS) Depth vs. Storage and Depth vs. Discharge data: Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 0.500 0.230 0.700 0.228 0.232 2.500 1.200 8.200 1.172 1.228 3.500 1.640 10.400 1.604 1.676 4.500 1.980 11.500 1.940 2.020 4.800 2.060 12.000 2.019 2.101 Hydrograph Detention Basin Routing Graph values: 'I'= unit inflow; 'O'=outflow at time shown Inflow (CFS) 0.06 Outflow (CFS) 0.00 Storage (Ac. Ft) . 0 0.000 0 7.8 I 15.64 I 23.46 I Depth 31. 2 9 (Ft.) I o. oo 0.167 0.37 0.01 0.002 0 0.00 0.250 0.79 0.02 0.006 0 0.01 0.333 0. 96 0.03 0.011 0 0.02 0.417 1. 02 0.05 0.018 OI 0.04 0.500 1. 03 0.07 0.025 OI 0.05 0.583 1. 04 0.09 0.031 OI 0.07 0.667 1. 04 0.11 0.038 OI 0.08 0.750 1. 05 0.13 0.044 OI 0.10 0.833 1. 05 0.15 0.050 OI 0.11 0.917 1. 05 0.17 0.056 OI 0.12 1.000 1. 06 0.19 0.062 OI 0.14 1.083 1. 06 0.21 0.068 OI 0.15 1.167 1. 06 0.23 0.074 OI 0.16 1.250 1. 07 0.24 0.080 OI 0.17 1.333 1. 07 0.26 0.085 OI 0.19 1.417 1. 07 0.28 0.091 OI 0.20 1.500 1. 08 0.29 0. 096 OI 0.21 1.583 1. 08 0.31 0.102 OI 0.22 1.667 1. 08 0.33 0.107 OI 0.23 1. 7 50 1. 09 0.34 0.112 OI 0.24 1.833 1. 09 0.36 0.117 OI 0.25 1.917 1. 09 0.37 0.122 OI 0.27 2.000 1. 10 0.39 0.127 OI 0.28 2.083 1. 10 0.40 0.132 OI 0.29 2.167 1. 10 0.42 0.137 OI 0.30 2.250 1. 11 0.43 0.141 OI 0.31 2.333 1. 11 0.44 0.146 OI 0.32 2.417 1. 11 0.46 0.151 OI 0.33 2.500 1. 12 0.47 0.155 OI 0.34 2.583 1. 12 0.49 0.159 OI 0.35 2.667 1. 13 0.50 0.164 OI 0.36 2.750 1. 13 0.51 0.168 OI 0.37 2.833 1. 13 0.52 0 .172 OI 0.37 2.917 1. 14 0.54 0 .177 OI 0.38 3.000 1. 14 0.55 0.181 OI 0.39 3.083 1. 15 0.56 0.185 OI 0.40 3.167 1. 15 0.57 0.189 OI 0.41 3.250 1. 15 0.59 0.193 OI 0.42 3.333 1. 16 0.60 0 .196 OI 0.43 3.417 1. 16 0.61 0.200 OI 0.44 3.500 1. 1 7 0.62 0.204 OI 0.44 3.583 1. 1 7 0.63 0.208 OI 0.45 3.667 1. 18 0.64 0.211 OI 0.46 3.750 1. 18 0.65 0.215 OI 0.47 3.833 1. 18 0.67 0.219 OI 0.48 3.917 1. 19 0.68 0.222 OI 0.48 4.000 1. 19 0.69 0.226 OI 0.49 4.083 1. 20 0.70 0.229 OI 0.50 4.167 1. 20 0. 72 0.233 OI 0.51 4.250 1. 21 0.75 0.236 OI 0.51 4.333 1. 21 0. 77 0.239 OI 0.52 4.417 1. 22 0.79 0.242 OI 0.52 4.500 1. 22 0.81 0.245 OI 0.53 4.583 1. 23 0.84 0.248 OI 0.54 4.667 1. 23 0.86 0.250 OI 0.54 4.750 1. 24 0.88 0.253 OI 0.55 4.833 1. 24 0.89 0.255 OI 0.55 4.917 1. 25 0.91 0.257 OI 0.56 5.000 1. 25 0.93 0.260 OI 0.56 5.083 1. 26 0.95 0.262 OI 0.57 5.167 1. 26 0. 96 0.264 OI 0.57 5.250 1. 27 0.98 0.266 10 0.57 5.333 1. 27 0.99 0.268 10 0.58 5.417 1. 28 1. 01 0.270 10 0.58 5.500 1. 28 1. 02 0. 272 10 0.59 5.583 1. 29 1. 04 0.273 10 0.59 5.667 1. 29 1. 05 0.275 10 0.59 5.750 1. 30 1. 06 0. 277 10 0.60 5.833 1. 31 1. 07 0.278 10 0.60 5.917 1. 31 1. 09 0.280 10 0.60 6.000 1. 32 1. 10 0.282 10 0.61 6.083 1. 32 1. 11 0.283 0 0.61 6.167 1. 33 1. 12 0.284 0 0.61 6.250 1. 34 1. 13 0.286 0 0.62 6.333 1. 34 1. 14 0.287 0 0.62 6.417 1. 35 1. 15 0.289 0 0.62 6.500 1. 35 1. 16 0.290 0 0.62 6.583 1. 36 1. 1 7 0.291 0 0.63 6.667 1. 37 1. 18 0.293 0 0.63 6.750 1. 37 1. 19 0.294 0 0.63 6.833 1. 38 1. 20 0.295 0 0.63 6.917 1. 39 1. 21 0. 296 0 0.64 7.000 1. 40 1. 22 0.297 0 0.64 7.083 1. 40 1. 23 0.299 0 0.64 7.167 1. 41 1. 24 0.300 0 0.64 7.250 1. 42 1. 25 0.301 0 0.65 7.333 1. 42 1. 26 0.302 0 0.65 7.417 1. 43 1. 27 0.303 0 0.65 7.500 1. 44 1. 28 0.304 0 0.65 7.583 1. 45 1. 28 0.306 0 0.66 7.667 1. 45 1. 29 0.307 0 0.66 7.750 1. 46 1. 30 0.308 0 0.66 7.833 1. 4 7 1. 31 0.309 0 0.66 7.917 1. 48 1. 32 0.310 0 0.66 8.000 1. 49 1. 33 0.311 0 0.67 8.083 1.50 1. 34 0.312 0 0.67 8.167 1.50 1. 34 0.313 0 0.67 8.250 1. 51 1. 35 0.314 0 0.67 8.333 1. 52 1. 36 0.316 0 0.68 8.417 1. 53 1. 37 0.317 0 0.68 8.500 1. 54 1. 38 0.318 0 0.68 8.583 1. 55 1. 39 0.319 0 0.68 8.667 1. 56 1. 40 0.320 0 0.69 8.750 1. 57 1. 40 0.321 0 0.69 8.833 1. 58 1. 41 0.322 0 0.69 8.917 1. 59 1. 42 0.323 0 0.69 9.000 1. 60 1. 43 0.325 0 0.69 9.083 1. 61 1. 44 0.326 0 0.70 9.167 1. 62 1. 45 0.327 0 0.70 9.250 1. 63 1. 46 0.328 0 0.70 9.333 1. 64 1. 4 7 0.329 0 0.70 9.417 1. 65 1. 48 0.330 0 0.71 9.500 1. 66 1. 49 0.332 0 0.71 9.583 1. 68 1.50 0.333 0 0.71 9.667 1. 69 1. 51 0.334 0 0.71 9.750 1. 70 1. 52 0.335 0 0. 72 9.833 1. 71 1. 53 0.337 0 0. 72 9.917 1. 72 1. 54 0.338 0 0. 72 10.000 1. 74 1. 55 0.339 0 0.73 10.083 1. 7 5 1. 56 0.341 0 0.73 10.167 1. 76 1. 57 0.342 0 0.73 10.250 1. 78 1. 58 0.343 0 0.73 10.333 1. 79 1. 59 0.345 0 0.74 10.417 1. 81 1. 60 0.346 0 0.74 10.500 1. 82 1. 61 0.348 0 0.74 10.583 1. 84 1. 62 0.349 0 0.75 10.667 1. 85 1. 63 0.351 0 0.75 10.750 1. 87 1. 64 0.352 0 0.75 10.833 1. 88 1. 66 0.354 0 0.75 10.917 1. 90 1. 67 0.355 0 0.76 11.000 1. 92 1. 68 0.357 0 0.76 11.083 1. 93 1. 69 0.358 0 0.76 11.167 1. 95 1. 71 0.360 0 0. 77 11.250 1. 97 1. 72 0.362 OI 0. 77 11.333 1. 99 1. 73 0.364 OI 0.78 11.417 2.01 1. 7 5 0.365 OI 0.78 11.500 2.03 1. 76 0.367 OI 0.78 11.583 2.05 1. 77 0.369 OI 0.79 11.667 2.07 1. 79 0.371 OI 0.79 11.750 2.09 1. 80 0.373 OI 0.79 11.833 2.11 1. 82 0.375 OI 0.80 11.917 2.13 1. 84 0. 377 OI 0.80 12.000 2.16 1. 85 0.379 OI 0.81 12.083 2.20 1. 87 0.381 OI 0.81 12.167 2.34 1. 89 0.384 OI 0.82 12.250 2.51 1. 92 0.387 OI 0.82 12.333 2.59 1. 95 0.392 OI 0.83 12.417 2.64 1. 98 0. 396 0 0.84 12.500 2.67 2.02 0.401 0 0.85 12.583 2.70 2.05 0.405 0 0.86 12.667 2.73 2.09 0.410 0 0.87 12.750 2. 77 2.12 0.414 0 0.88 12.833 2.80 2.16 0.418 0 0.89 12.917 2.83 2.19 0.423 0 0.90 13.000 2.87 2.23 0.427 0 0.91 13.083 2.91 2.26 0.432 0 0.92 13.167 2.94 2.29 0.436 OI 0.93 13.250 2.98 2.33 0.441 OI 0.93 13.333 3.02 2.36 0.445 OI 0.94 13.417 3.07 2.40 0.450 OI 0.95 13.500 3.11 2.44 0.454 OI 0. 96 13.583 3.16 2.47 0.459 OI 0.97 13.667 3.21 2.51 0.464 OI 0.98 13.750 3.26 2.55 0.469 OI 0.99 13.833 3.32 2.58 0.474 OI 1. 00 13.917 3.37 2.62 0.479 OI 1. 01 14.000 3.44 2.66 0.484 OI 1. 02 14.083 3.50 2.71 0.489 OI 1. 04 14.167 3.57 2.75 0.495 OI 1. 05 14.250 3.64 2.79 0.501 OI 1. 06 14.333 3. 72 2.84 0.507 OI 1. 07 14.417 3.80 2.89 0.513 OI 1. 08 14.500 3.89 2.94 0.519 0 1. 10 14.583 3.99 2.99 0.526 OI 1. 11 14.667 4.09 3.04 0.533 OI 1. 12 14.750 4.20 3.10 0.540 OI 1. 14 14.833 4.32 3.16 0.548 OI 1. 16 14.917 4.45 3.22 0.556 OI 1. 1 7 15.000 4.60 3.29 0.565 OI 1. 19 15.083 4.76 3.36 0.574 OI 1. 21 15.167 4.94 3.44 0.584 0 I 1. 23 15.250 5.14 3.52 0.595 0 I 1. 25 15.333 5.37 3.61 0.607 0 I 1. 28 15.417 5.56 3.71 0.619 0 I 1. 30 15.500 5.44 3.80 0.631 0 I 1. 33 15.583 5.25 3.88 0.642 0 I 1. 35 15.667 5.47 3. 96 0.651 OI 1. 37 15.750 6.01 4.05 0.663 0 I 1. 39 15.833 6.84 4.17 0.679 0 I 1. 43 15.917 8.12 4.35 0.702 0 I 1. 4 7 16.000 10.40 4.60 0.734 0 I I 1. 54 16.083 16.21 5.05 0.793 0 I I 1. 66 16.167 28.74 5. 96 0.910 0 I I 1. 90 16.250 31.29 7.20 1.071 01 I 2.23 16.333 17.55 8.10 1.187 0 I 2.47 16.417 9.67 8.32 1.224 OI 2.55 16.500 6.85 8.32 1.223 IO 2.55 16.583 6.19 8.26 1.211 I 0 2.53 16.667 5.43 8.16 1. 195 I 0 2.49 16.750 5.00 8.01 1. 175 I 0 2.45 16.833 4.65 7.84 1.154 I 0 2.40 16.917 4.37 7.67 1.131 I 0 2.36 17.000 4.13 7.49 1.108 I 0 2.31 17.083 3.92 7.31 1.085 I 0 2.26 17.167 3.74 7.13 1.062 I 0 2.21 17.250 3.59 6.95 1.039 I 0 2.17 17.333 3.45 6. 77 1.016 I 0 2.12 17.417 3.33 6.60 0.993 I 0 2.07 17.500 3.22 6.43 0.971 I 0 2.03 17.583 3.13 6.26 0.949 I 0 1. 98 17.667 3.04 6.09 0.927 I 0 1. 94 17.750 2.95 5.93 0.907 I 0 1. 90 17.833 2.88 5.78 0.886 I 0 1. 85 17.917 2.81 5.62 0.867 I 0 1. 81 18.000 2.74 5.48 0.848 I 0 1. 77 18.083 2.66 5.33 0.829 I 0 1. 74 18.167 2.49 5.19 0.811 I 0 1. 70 18.250 2.29 5.04 0.792 I 0 1. 66 18.333 2.19 4.90 0. 773 I 0 1. 62 18.417 2.12 4.76 0.755 I 0 1. 58 18.500 2.07 4.62 0.737 I 0 1. 54 18.583 2.03 4.49 0. 720 I 0 1. 51 18.667 1. 99 4.36 0.703 I 0 1. 48 18.750 1. 95 4.23 0.687 I 0 1. 44 18.833 1. 92 4.11 0. 672 I 0 1. 41 18.917 1. 89 4.00 0.657 I 0 1. 38 19.000 1. 85 3.89 0.642 I 0 1. 35 19.083 1. 82 3.78 0.629 I 0 1. 32 19.167 1. 79 3.68 0.615 I 0 1. 29 19.250 1. 77 3.58 0.603 I 0 1. 27 19.333 1. 74 3.49 0.590 I 0 1. 24 19.417 1. 72 3.40 0.579 I 0 1. 22 19.500 1. 69 3.31 0.567 I 0 1. 20 19.583 1. 67 3.22 0.556 I 0 1. 1 7 19.667 1. 64 3.14 0.546 I 0 1. 15 19.750 1. 62 3.06 0.536 I 0 1. 13 19.833 1. 60 2.99 0.526 I 0 1. 11 19.917 1. 58 2.92 0.517 IO 1. 09 20.000 1. 56 2.85 0.508 IO 1. 07 20.083 1. 54 2.78 0.499 IO 1. 05 20.167 1. 52 2.71 0.491 IO 1. 04 20.250 1. 51 2.65 0.483 IO 1. 02 20.333 1. 49 2.59 0.475 IO 1. 00 20.417 1. 4 7 2.53 0.467 IO 0.99 20.500 1. 46 2.48 0.460 IO 0.97 20.583 1. 44 2.43 0.453 IO 0. 96 20.667 1. 43 2.37 0.447 IO 0.95 20.750 1. 41 2.32 0.440 IO 0.93 20.833 1. 40 2.28 0.434 IO 0.92 20.917 1. 38 2.23 0.428 IO 0.91 21.000 1. 37 2.19 0.422 IO 0.90 21.083 1. 36 2.14 0.417 IO 0.89 21.167 1. 34 2.10 0.411 IO 0.87 21.250 1. 33 2.06 0.406 IO 0.86 21.333 1. 32 2.02 0.401 IO 0.85 21.417 1. 31 1. 99 0.397 IO 0.84 21.500 1. 30 1. 95 0.392 0 0.83 21.583 1. 28 1. 92 0.388 0 0.82 21.667 1. 27 1. 88 0.383 0 0.82 21.750 1. 26 1. 85 0.379 0 0.81 21.833 1. 25 1. 82 0.375 0 0.80 21.917 1. 24 1. 79 0.371 0 0.79 22.000 1. 23 1. 76 0.368 0 0.78 22.083 1. 22 1. 74 0.364 0 0.78 22.167 1. 21 1. 71 0.360 0 0. 77 22.250 1. 20 1. 68 0.357 0 0.76 22.333 1. 19 1. 66 0.354 0 0.76 22.417 1. 18 1. 63 0.351 0 0.75 22.500 1. 18 1. 61 0.348 0 0.74 22.583 1. 1 7 1. 59 0.345 0 0.74 22.667 1. 16 1. 57 0.342 0 0.73 22.750 1. 15 1. 54 0.339 0 0. 72 22.833 1. 14 1. 52 0.336 0 0. 72 22.917 1. 13 1.50 0.334 0 0.71 23.000 1. 13 1. 48 0.331 0 0.71 23.083 1. 12 1. 4 7 0.329 0 0.70 23.167 1. 11 1. 45 0.327 0 0.70 23.250 1. 10 1. 43 0.324 0 0.69 23.333 1. 10 1. 41 0.322 0 0.69 23.417 1. 09 1. 40 0.320 0 0.69 23.500 1. 08 1. 38 0.318 0 0.68 23.583 1. 08 1. 36 0.316 0 0.68 23.667 1. 07 1. 35 0.314 0 0.67 23.750 1. 06 1. 33 0.312 0 0.67 23.833 1. 06 1. 32 0.310 10 0.67 23.917 1. 05 1. 31 0.308 10 0.66 24.000 1. 04 1. 29 0.307 10 0.66 24.083 0.98 1. 28 0.305 10 0.65 24.167 0.66 1. 25 0.302 IO 0.65 24.250 0.24 1. 21 0. 296 IO 0.64 24.333 0.07 1. 16 0.289 IO 0.62 24.417 0.02 1. 10 0.282 IO 0.61 24.500 0.01 1. 04 0.274 IO 0.59 24.583 0.00 0.99 0.267 IO 0.58 24.667 0.00 0.94 0.261 0 0.56 24.750 0.00 0.89 0.255 0 0.55 24.833 0.00 0.84 0.249 0 0.54 24.917 0.00 0.80 0.243 0 0.53 25.000 0.00 0.76 0.238 0 0.52 25.083 0.00 0. 72 0.232 0 0.51 25.167 0.00 0.69 0.228 0 0.49 25.250 0.00 0.68 0.223 0 0.48 25.333 0.00 0.66 0.218 0 0.47 25.417 0.00 0.65 0.214 0 0.46 25.500 0.00 0.64 0.209 0 0.45 25.583 0.00 0.62 0.205 0 0.45 25.667 0.00 0.61 0.201 0 0.44 25.750 0.00 0.60 0.197 0 0.43 25.833 0.00 0.59 0.192 0 0.42 25.917 0.00 0.57 0.188 0 0.41 26.000 0.00 0.56 0.185 0 0.40 26.083 0.00 0.55 0.181 0 0.39 26.167 0.00 0.54 0 .177 0 0.38 26.250 0.00 0.53 0.173 0 0.38 26.333 0.00 0.52 0.170 0 0.37 26.417 0.00 0.51 0.166 0 0.36 26.500 0.00 0.50 0.163 0 0.35 26.583 0.00 0.48 0.159 0 0.35 26.667 0.00 0.47 0.156 0 0.34 26.750 0.00 0.47 0.153 0 0.33 26.833 0.00 0.46 0.150 0 0.33 26.917 0.00 0.45 0.147 0 0.32 27.000 0.00 0.44 0.143 0 0.31 27.083 0.00 0.43 0.141 0 0.31 27.167 0.00 0.42 0.138 0 0.30 27.250 0.00 0.41 0.135 0 0.29 27.333 0.00 0.40 0.132 0 0.29 27.417 0.00 0.39 0.129 0 0.28 27.500 0.00 0.39 0.127 0 0.28 27.583 0.00 0.38 0.124 0 0.27 27.667 0.00 0.37 0.121 0 0.26 27.750 0.00 0.36 0.119 0 0.26 27.833 0.00 0.35 0.116 0 0.25 27.917 0.00 0.35 0.114 0 0.25 28.000 0.00 0.34 0.112 0 0.24 28.083 0.00 0.33 0.109 0 0.24 28.167 0.00 0.33 0.107 0 0.23 28.250 0.00 0.32 0.105 0 0.23 28.333 0.00 0.31 0.103 0 0.22 28.417 0.00 0.31 0.100 0 0.22 28.500 0.00 0.30 0.098 0 0.21 28.583 0.00 0.29 0. 096 0 0.21 28.667 0.00 0.29 0.094 0 0.21 28.750 0.00 0.28 0.092 0 0.20 28.833 0.00 0.28 0.090 0 0.20 28.917 0.00 0.27 0.089 0 0.19 29.000 0.00 0.26 0.087 0 0.19 29.083 0.00 0.26 0.085 0 0.18 29.167 0.00 0.25 0.083 0 0.18 29.250 0.00 0.25 0.081 0 0.18 29.333 0.00 0.24 0.080 0 0.17 29.417 0.00 0.24 0.078 0 0.17 29.500 0.00 0.23 0.077 0 0.17 29.583 0.00 0.23 0.075 0 0.16 29.667 0.00 0.22 0.073 0 0.16 29.750 0.00 0.22 0. 072 0 0.16 29.833 0.00 0.21 0.070 0 0.15 29.917 0.00 0.21 0.069 0 0.15 30.000 0.00 0.21 0.067 0 0.15 30.083 0.00 0.20 0.066 0 0.14 30.167 0.00 0.20 0.065 0 0.14 30.250 0.00 0.19 0.063 0 0.14 30.333 0.00 0.19 0.062 0 0.13 30.417 0.00 0.18 0.061 0 0.13 30.500 0.00 0.18 0.059 0 0.13 30.583 0.00 0.18 0.058 0 0.13 30.667 0.00 0.17 0.057 0 0.12 30.750 0.00 0.17 0.056 0 0.12 30.833 0.00 0.17 0.055 0 0.12 30.917 0.00 0.16 0.054 0 0.12 31.000 0.00 0.16 0.052 0 0.11 31.083 0.00 0.16 0.051 0 0.11 31.167 0.00 0.15 0.050 0 0.11 31.250 0.00 0.15 0.049 0 0.11 31.333 0.00 0.15 0.048 0 0.10 31.417 0.00 0.14 0.047 0 0.10 31.500 0.00 0.14 0.046 0 0.10 31.583 0.00 0.14 0.045 0 0.10 31.667 0.00 0.14 0.044 0 0.10 31.750 0.00 0.13 0.043 0 0.09 31.833 0.00 0.13 0.043 0 0.09 31.917 0.00 0.13 0.042 0 0.09 32.000 0.00 0.12 0.041 0 0.09 32.083 0.00 0.12 0.040 0 0.09 32.167 0.00 0.12 0.039 0 0.09 32.250 0.00 0.12 0.038 0 0.08 32.333 0.00 0.11 0.038 0 0.08 32.417 0.00 0.11 0.037 0 0.08 32.500 0.00 0.11 0.036 0 0.08 32.583 0.00 0.11 0.035 0 0.08 32.667 0.00 0.10 0.034 0 0.07 32.750 0.00 0.10 0.034 0 0.07 32.833 0.00 0.10 0.033 0 0.07 32.917 0.00 0.10 0.032 0 0.07 33.000 0.00 0.10 0.032 0 0.07 33.083 0.00 0.09 0.031 0 0.07 33.167 0.00 0.09 0.030 0 0.07 33.250 0.00 0.09 0.030 0 0.06 33.333 0.00 0.09 0.029 0 0.06 33.417 0.00 0.09 0.029 0 0.06 33.500 0.00 0.09 0.028 0 0.06 33.583 0.00 0.08 0.027 0 0.06 33.667 0.00 0.08 0.027 0 0.06 33.750 0.00 0.08 0.026 0 0.06 33.833 0.00 0.08 0.026 0 0.06 33.917 0.00 0.08 0.025 0 0.05 34.000 0.00 0.08 0.025 0 0.05 34.083 0.00 0.07 0.024 0 0.05 34.167 0.00 0.07 0.024 0 0.05 34.250 0.00 0.07 0.023 0 0.05 34.333 0.00 0.07 0.023 0 0.05 34.417 0.00 0.07 0.022 0 0.05 34.500 0.00 0.07 0.022 0 0.05 34.583 0.00 0.06 0.021 0 0.05 34.667 0.00 0.06 0.021 0 0.05 34.750 0.00 0.06 0.020 0 0.04 34.833 0.00 0.06 0.020 0 0.04 34.917 0.00 0.06 0.020 0 0.04 35.000 0.00 0.06 0.019 0 0.04 35.083 0.00 0.06 0.019 0 0.04 35.167 0.00 0.06 0.018 0 0.04 35.250 0.00 0.05 0.018 0 0.04 35.333 0.00 0.05 0.018 0 0.04 35.417 0.00 0.05 0.017 0 0.04 35.500 0.00 0.05 0.017 0 0.04 35.583 0.00 0.05 0.017 0 0.04 35.667 0.00 0.05 0.016 0 0.04 35.750 0.00 0.05 0.016 0 0.03 35.833 0.00 0.05 0.016 0 0.03 35.917 0.00 0.05 0.015 0 0.03 36.000 0.00 0.05 0.015 0 0.03 36.083 0.00 0.04 0.015 0 0.03 36.167 0.00 0.04 0.014 0 0.03 36.250 0.00 0.04 0.014 0 0.03 36.333 0.00 0.04 0.014 0 0.03 36.417 0.00 0.04 0.013 0 0.03 36.500 0.00 0.04 0.013 0 0.03 36.583 0.00 0.04 0.013 0 0.03 36.667 0.00 0.04 0.013 0 0.03 36.750 0.00 0.04 0.012 0 0.03 36.833 0.00 0.04 0.012 0 0.03 36.917 0.00 0.04 0.012 0 0.03 37.000 0.00 0.04 0.012 0 0.03 37.083 0.00 0.03 0.011 0 0.02 37.167 0.00 0.03 0.011 0 0.02 37.250 0.00 0.03 0.011 0 0.02 37.333 0.00 0.03 0.011 0 0.02 37.417 0.00 0.03 0.010 0 0.02 37.500 0.00 0.03 0.010 0 0.02 37.583 0.00 0.03 0.010 0 0.02 37.667 0.00 0.03 0.010 0 0.02 37.750 0.00 0.03 0.010 0 0.02 37.833 0.00 0.03 0.009 0 0.02 37.917 0.00 0.03 0.009 0 0.02 38.000 0.00 0.03 0.009 0 0.02 38.083 0.00 0.03 0.009 0 0.02 38.167 0.00 0.03 0.009 0 0.02 38.250 0.00 0.03 0.008 0 0.02 38.333 0.00 0.03 0.008 0 0.02 38.417 0.00 0.02 0.008 0 0.02 38.500 0.00 0.02 0.008 0 0.02 38.583 0.00 0.02 0.008 0 0.02 38.667 0.00 0.02 0.008 0 0.02 38.750 0.00 0.02 0.007 0 0.02 38.833 0.00 0.02 0.007 0 0.02 38.917 0.00 0.02 0.007 0 0.02 39.000 0.00 0.02 0.007 0 0.02 39.083 0.00 0.02 0.007 0 0.01 39.167 0.00 0.02 0.007 0 0.01 39.250 0.00 0.02 0.007 0 0.01 39.333 0.00 0.02 0.006 0 0.01 39.417 0.00 0.02 0.006 0 0.01 39.500 0.00 0.02 0.006 0 0.01 39.583 0.00 0.02 0.006 0 0.01 39.667 0.00 0.02 0.006 0 0.01 39.750 0.00 0.02 0.006 0 0.01 39.833 0.00 0.02 0.006 0 0.01 39.917 0.00 0.02 0.006 0 0.01 40.000 0.00 0.02 0.005 0 0.01 40.083 0.00 0.02 0.005 0 0.01 40.167 0.00 0.02 0.005 0 0.01 40.250 0.00 0.02 0.005 0 0.01 40.333 0.00 0.02 0.005 0 0.01 40.417 0.00 0.01 0.005 0 0.01 40.500 0.00 0.01 0.005 0 0.01 40.583 0.00 0.01 0.005 0 0.01 40.667 0.00 0.01 0.005 0 0.01 40.750 0.00 0.01 0.005 0 0.01 40.833 0.00 0.01 0.004 0 0.01 40.917 0.00 0.01 0.004 0 0.01 41.000 0.00 0.01 0.004 0 0.01 41.083 0.00 0.01 0.004 0 0.01 41.167 0.00 0.01 0.004 0 0.01 41.250 0.00 0.01 0.004 0 0.01 41.333 0.00 0.01 0.004 0 0.01 41.417 0.00 0.01 0.004 0 0.01 41.500 0.00 0.01 0.004 0 0.01 41.583 0.00 0.01 0.004 0 0.01 41.667 0.00 0.01 0.004 0 0.01 41.750 0.00 0.01 0.004 0 0.01 41.833 0.00 0.01 0.003 0 0.01 41.917 0.00 0.01 0.003 0 0.01 42.000 0.00 0.01 0.003 0 0.01 42.083 0.00 0.01 0.003 0 0.01 42.167 0.00 0.01 0.003 0 0.01 42.250 0.00 0.01 0.003 0 0.01 42.333 0.00 0.01 0.003 0 0.01 42.417 0.00 0.01 0.003 0 0.01 42.500 0.00 0.01 0.003 0 0.01 42.583 0.00 0.01 0.003 0 0.01 42.667 0.00 0.01 0.003 0 0.01 42.750 0.00 0.01 0.003 0 0.01 42.833 0.00 0.01 0.003 0 0.01 42.917 0.00 0.01 0.003 0 0.01 43.000 0.00 0.01 0.003 0 0.01 43.083 0.00 0.01 0.003 0 0.01 43.167 0.00 0.01 0.002 0 0.01 43.250 0.00 0.01 0.002 0 0.01 43.333 0.00 0.01 0.002 0 0.01 43.417 0.00 0.01 0.002 0 0.01 43.500 0.00 0.01 0.002 0 0.00 43.583 0.00 0.01 0.002 0 0.00 43.667 0.00 0.01 0.002 0 0.00 43.750 0.00 0.01 0.002 0 0.00 43.833 0.00 0.01 0.002 0 0.00 43.917 0.00 0.01 0.002 0 0.00 44.000 0.00 0.01 0.002 0 0.00 44.083 0.00 0.01 0.002 0 0.00 44.167 0.00 0.01 0.002 0 0.00 44.250 0.00 0.01 0.002 0 0.00 44.333 0.00 0.01 0.002 0 0.00 44.417 0.00 0.01 0.002 0 0.00 44.500 0.00 0.01 0.002 0 0.00 44.583 0.00 0.01 0.002 0 0.00 44.667 0.00 0.01 0.002 0 0.00 44.750 0.00 0.01 0.002 0 0.00 44.833 0.00 0.00 0.002 0 0.00 44.917 0.00 0.00 0.002 0 0.00 45.000 0.00 0.00 0.002 0 0.00 45.083 0.00 0.00 0.002 0 0.00 45.167 0.00 0.00 0.001 0 0.00 45.250 0.00 0.00 0.001 0 0.00 45.333 0.00 0.00 0.001 0 0.00 45.417 0.00 0.00 0.001 0 0.00 45.500 0.00 0.00 0.001 0 0.00 45.583 0.00 0.00 0.001 0 0.00 45.667 0.00 0.00 0.001 0 0.00 45.750 0.00 0.00 0.001 0 0.00 45.833 0.00 0.00 0.001 0 0.00 45.917 0.00 0.00 0.001 0 0.00 46.000 0.00 0.00 0.001 0 0.00 46.083 0.00 0.00 0.001 0 0.00 46.167 0.00 0.00 0.001 0 0.00 46.250 0.00 0.00 0.001 0 0.00 46.333 0.00 0.00 0.001 0 0.00 46.417 0.00 0.00 0.001 0 0.00 46.500 0.00 0.00 0.001 0 0.00 46.583 0.00 0.00 0.001 0 0.00 46.667 0.00 0.00 0.001 0 0.00 46.750 0.00 0.00 0.001 0 0.00 46.833 0.00 0.00 0.001 0 0.00 46.917 0.00 0.00 0.001 0 0.00 47.000 0.00 0.00 0.001 0 0.00 47.083 0.00 0.00 0.001 0 0.00 47.167 0.00 0.00 0.001 0 0.00 47.250 0.00 0.00 0.001 0 0.00 47.333 0.00 0.00 0.001 0 0.00 47.417 0.00 0.00 0.001 0 0.00 47.500 0.00 0.00 0.001 0 0.00 47.583 0.00 0.00 0.001 0 0.00 47.667 0.00 0.00 0.001 0 0.00 47.750 0.00 0.00 0.001 0 0.00 47.833 0.00 0.00 0.001 0 0.00 47.917 0.00 0.00 0.001 0 0.00 48.000 0.00 0.00 0.001 0 0.00 48.083 0.00 0.00 0.001 0 0.00 48.167 0.00 0.00 0.001 0 0.00 48.250 0.00 0.00 0.001 0 0.00 48.333 0.00 0.00 0.001 0 0.00 48.417 0.00 0.00 0.001 0 0.00 48.500 0.00 0.00 0.001 0 0.00 48.583 0.00 0.00 0.001 0 0.00 48.667 0.00 0.00 0.001 0 0.00 48.750 0.00 0.00 0.001 0 0.00 48.833 0.00 0.00 0.001 0 0.00 48.917 0.00 0.00 0.001 0 0.00 49.000 0.00 0.00 0.001 0 0.00 49.083 0.00 0.00 0.001 0 0.00 49.167 0.00 0.00 0.001 0 0.00 49.250 0.00 0.00 0.001 0 0.00 49.333 0.00 0.00 0.001 0 0.00 49.417 0.00 0.00 0.001 0 0.00 49.500 0.00 0.00 0.000 0 0.00 49.583 0.00 0.00 0.000 0 0.00 49.667 0.00 0.00 0.000 0 0.00 49.750 0.00 0.00 0.000 0 0.00 49.833 0.00 0.00 0.000 0 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 598 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 8.319 (CFS) Total volume = 4.660 (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 *********************************************************************** 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 -2018, Version 9.0 Study date 07/29/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardino County Synthetic Unit Hydrology Method Manual date -August 1986 Program License Serial Number 6484 DIVERSIFED-MAPLE AVE UH ANALYSIS-DEVELOPED CONDITION 100-YR STORM EVENT Storm Event Year= 100 Antecedent Moisture Condition 3 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 100 8.50 1 1.56 Rainfall data for year 100 8.50 Rainfall data for year 100 6 8.50 24 3.92 7.24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm******** SCS curve SCS curve No. (AMCII) NO. (AMC 3) 32.0 52.0 Area (Ac.) 8.50 Area Fraction 1.000 Area-averaged adjusted loss rate Fm (In/Hr) Fp (Fig C6) Ap (In/Hr) (dee.) 0.785 0.100 0.079 ********* Area-Averaged low loss rate fraction, Yb ********** Area (Ac.) 0.85 7.65 Area Fract 0.100 0.900 SCS CN (AMC2) 32.0 98.0 SCS CN (AMC3) 52.0 98.0 s 9.23 0.20 Area-averaged catchment yield fraction, Y 0.898 Area-averaged low loss fraction, Yb= 0.102 Pervious Yield Fr 0.275 0. 967 Fm (In/Hr) 0.079 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area= 8.50(Ac.) Catchment Lag time 0.150 hours Unit interval= 5.000 minutes Unit interval percentage of lag time= 55.6297 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.079(In/Hr) Average low loss rate fraction (Yb) = 0.102 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall= Computed peak 30-minute rainfall Specified peak 1-hour rainfall= Computed peak 3-hour rainfall= Specified peak 6-hour rainfall= Specified peak 24-hour rainfall= 0.577(In) l.182(In) l.560(In) 2.745(In) 3.920(In) 7.240(In) Rainfall depth area reduction factors: Usingatotalareaof 8.50(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall 0.577(In) 30-minute factor = 1.000 Adjusted rainfall l.182(In) 1-hour factor 1.000 Adjusted rainfall l.559(In) 3-hour factor = 1.000 Adjusted rainfall 2.744(In) 6-hour factor = 1.000 Adjusted rainfall 3.920(In) 24-hour factor = 1.000 Adjusted rainfall 7.240(In) U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval Number 1 2 3 4 5 6 7 Peak Unit Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 (K 'S' Graph Mean values 102.80 5.627 36.292 76.965 93.551 98.195 99.307 100.000 Unit Hydrograph ((CFS)) (CFS)) 5.784 31.523 41.811 17.050 4. 775 1.143 0.712 Adjusted mass rainfall Unit rainfall (In) (In) 0.5771 0.5771 0.7615 0.1844 0.8956 0.1341 1.0049 0.1092 1.0987 0.0938 1.1818 0.0831 1.2570 0.0752 1.3259 0.0690 1.3899 0.0640 1.4497 0.0598 1.5060 0.0563 1.5594 0.0533 1.6249 0.0656 1.6881 0.0632 1.7491 0.0610 1.8082 0.0591 1.8655 0.0573 1.9212 0.0557 1. 97 54 0.0542 2.0282 0.0528 2.0797 0.0516 2.1301 0.0504 2.1794 0.0493 2. 2277 0.0483 2.2750 0.0473 2.3213 0.0464 2.3669 0.0455 28 2.4116 0.0447 29 2.4555 0.0439 30 2.4987 0.0432 31 2.5412 0.0425 32 2.5831 0.0419 33 2.6243 0.0412 34 2.6649 0.0406 35 2.7050 0.0400 36 2.7445 0.0395 37 2.7834 0.0389 38 2.8219 0.0384 39 2.8598 0.0379 40 2.8973 0.0375 41 2.9343 0.0370 42 2.9709 0.0366 43 3.0071 0.0362 44 3.0428 0.0358 45 3.0782 0.0354 46 3.1132 0.0350 47 3.1478 0.0346 48 3.1821 0.0343 49 3.2160 0.0339 50 3.2496 0.0336 51 3.2829 0.0333 52 3.3158 0.0329 53 3.3485 0.0326 54 3.3808 0.0323 55 3.4129 0.0321 56 3.4446 0.0318 57 3.4761 0.0315 58 3.5074 0.0312 59 3.5383 0.0310 60 3.5691 0.0307 61 3.5995 0.0305 62 3.6298 0.0302 63 3.6597 0.0300 64 3.6895 0.0298 65 3.7190 0.0295 66 3.7484 0.0293 67 3.7775 0.0291 68 3.8063 0.0289 69 3.8350 0.0287 70 3.8635 0.0285 71 3.8918 0.0283 72 3.9199 0.0281 73 3.9439 0.0240 74 3. 9677 0.0238 75 3.9914 0.0236 76 4.0148 0.0235 77 4.0381 0.0233 78 4.0612 0.0231 79 4.0842 0.0230 80 4.1070 0.0228 81 4.1297 0.0226 82 4.1521 0.0225 83 4.1745 0.0223 84 4. 1967 0.0222 85 4.2187 0.0220 86 4.2406 0.0219 87 4.2623 0.0218 88 4.2840 0.0216 89 4.3054 0.0215 90 4.3268 0.0213 91 4.3480 0.0212 92 4.3691 0.0211 93 4.3900 0.0210 94 4.4109 0.0208 95 4.4316 0.0207 96 4.4522 0.0206 97 4.4726 0.0205 98 4.4930 0.0203 99 4.5132 0.0202 100 4.5333 0.0201 101 4.5533 0.0200 102 4.5732 0.0199 103 4.5930 0.0198 104 4.6127 0.0197 105 4.6323 0.0196 106 4.6517 0.0195 107 4.6711 0.0194 108 4.6904 0.0193 109 4.7096 0.0192 110 4.7286 0.0191 111 4.7476 0.0190 112 4.7665 0.0189 113 4.7853 0.0188 114 4.8040 0.0187 115 4.8226 0.0186 116 4.8411 0.0185 117 4.8595 0.0184 118 4.8779 0.0183 119 4.8961 0.0183 120 4.9143 0.0182 121 4.9324 0.0181 122 4.9504 0.0180 123 4. 9683 0.0179 124 4.9861 0.0178 125 5.0039 0.0178 126 5.0216 0.0177 127 5.0392 0.0176 128 5.0567 0.0175 129 5.0741 0.0174 130 5.0915 0.0174 131 5.1088 0.0173 132 5.1260 0.0172 133 5.1432 0.0172 134 5.1602 0.0171 135 5.1773 0.0170 136 5.1942 0.0169 137 5.2111 0.0169 138 5.2279 0.0168 139 5.2446 0.0167 140 5.2613 0.0167 141 5.2779 0.0166 142 5.2944 0.0165 143 5.3109 0.0165 144 5.3273 0.0164 145 5.3436 0.0163 146 5.3599 0.0163 147 5.3761 0.0162 148 5.3923 0.0162 149 5.4084 0.0161 150 5.4244 0.0160 151 5.4404 0.0160 152 5.4563 0.0159 153 5.4721 0.0159 154 5.4879 0.0158 155 5.5037 0.0157 156 5.5194 0.0157 157 5.5350 0.0156 158 5.5506 0.0156 159 5.5661 0.0155 160 5.5816 0.0155 161 5.5970 0.0154 162 5.6123 0.0154 163 5.6276 0.0153 164 5.6429 0.0153 165 5.6581 0.0152 166 5.6732 0.0152 167 5.6883 0.0151 168 5.7034 0.0151 169 5.7184 0.0150 170 5.7333 0.0150 171 5.7482 0.0149 172 5.7631 0.0149 173 5.7779 0.0148 174 5.7927 0.0148 175 5.8074 0.0147 176 5.8220 0.0147 177 5.8367 0.0146 178 5.8512 0.0146 179 5.8658 0.0145 180 5.8802 0.0145 181 5.8947 0.0144 182 5.9091 0.0144 183 5.9234 0.0143 184 5. 9377 0.0143 185 5.9520 0.0143 186 5. 9662 0.0142 187 5.9804 0.0142 188 5.9945 0.0141 189 6.0086 0.0141 190 6.0226 0.0140 191 6.0366 0.0140 192 6.0506 0.0140 193 6.0645 0.0139 194 6.0784 0.0139 195 6.0923 0.0138 196 6.1061 0.0138 197 6.1199 0.0138 198 6.1336 0.0137 199 6.1473 0.0137 200 6.1609 0.0137 201 6.1745 0.0136 202 6.1881 0.0136 203 6.2017 0.0135 204 6.2152 0.0135 205 6.2286 0.0135 206 6.2421 0.0134 207 6.2554 0.0134 208 6.2688 0.0134 209 6.2821 0.0133 210 6.2954 0.0133 211 6.3087 0.0133 212 6.3219 0.0132 213 6.3351 0.0132 214 6.3482 0.0131 215 6.3613 0.0131 216 6.3744 0.0131 217 6.3874 0.0130 218 6.4004 0.0130 219 6.4134 0.0130 220 6.4264 0.0129 221 6.4393 0.0129 222 6.4522 0.0129 223 6.4650 0.0128 224 6.4778 0.0128 225 6.4906 0.0128 226 6.5034 0.0128 227 6.5161 0.0127 228 6.5288 0.0127 229 6.5414 0.0127 230 6.5540 0.0126 231 6.5666 0.0126 232 6.5792 0.0126 233 6.5917 0.0125 234 6.6043 0.0125 235 6.6167 0.0125 236 6.6292 0.0124 237 6.6416 0.0124 238 6.6540 0.0124 239 6.6663 0.0124 240 6.6787 0.0123 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 Unit Period (number) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 6.6910 6.7032 6.7155 6. 7277 6.7399 6.7521 6.7642 6.7763 6.7884 6.8004 6.8125 6.8245 6.8364 6.8484 6.8603 6. 8722 6.8841 6.8959 6. 9077 6.9195 6.9313 6.9430 6.9547 6. 9664 6.9781 6.9897 7.0013 7.0129 7.0245 7.0361 7.0476 7.0591 7.0705 7.0820 7.0934 7.1048 7.1162 7.1276 7.1389 7.1502 7.1615 7.1728 7.1840 7.1952 7.2064 7.2176 7.2288 7.2399 Unit Rainfall (In) 0.0111 0.0112 0.0112 0.0112 0.0113 0.0113 0.0113 0.0114 0.0114 0.0114 0. 0115 0. 0115 0. 0115 0.0116 0.0116 0.0116 0.0117 0.0117 0.0123 0.0123 0.0122 0.0122 0.0122 0.0122 0.0121 0.0121 0.0121 0.0121 0.0120 0.0120 0.0120 0.0119 0.0119 0.0119 0.0119 0. 0118 0. 0118 0. 0118 0. 0118 0.0117 0.0117 0.0117 0.0117 0.0116 0.0116 0.0116 0.0116 0. 0115 0. 0115 0. 0115 0. 0115 0. 0115 0.0114 0.0114 0.0114 0.0114 0.0113 0.0113 0.0113 0.0113 0.0112 0.0112 0.0112 0.0112 0.0112 0.0111 Unit Soil-Loss (In) 0. 0011 0. 0011 0. 0011 0. 0011 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 0.0012 Effective Rainfall (In) 0.0100 0.0100 0.0101 0.0101 0.0101 0.0101 0.0102 0.0102 0.0102 0.0103 0.0103 0.0103 0.0104 0.0104 0.0104 0.0105 0.0105 0.0105 19 0. 0118 0.0012 0.0106 20 0. 0118 0.0012 0.0106 21 0. 0118 0.0012 0.0106 22 0.0119 0.0012 0.0107 23 0.0119 0.0012 0.0107 24 0.0119 0.0012 0.0107 25 0.0120 0.0012 0.0108 26 0.0120 0.0012 0.0108 27 0.0121 0.0012 0.0108 28 0.0121 0.0012 0.0109 29 0.0122 0.0012 0.0109 30 0.0122 0.0012 0.0109 31 0.0122 0.0013 0. 0110 32 0.0123 0.0013 0. 0110 33 0.0123 0.0013 0.0111 34 0.0124 0.0013 0.0111 35 0.0124 0.0013 0.0111 36 0.0124 0.0013 0.0112 37 0.0125 0.0013 0.0112 38 0.0125 0.0013 0.0113 39 0.0126 0.0013 0.0113 40 0.0126 0.0013 0.0113 41 0.0127 0.0013 0.0114 42 0.0127 0.0013 0.0114 43 0.0128 0.0013 0. 0115 44 0.0128 0.0013 0. 0115 45 0.0129 0.0013 0.0116 46 0.0129 0.0013 0.0116 47 0.0130 0.0013 0.0117 48 0.0130 0.0013 0.0117 49 0.0131 0.0013 0.0117 50 0.0131 0.0013 0. 0118 51 0.0132 0.0013 0. 0118 52 0.0132 0.0014 0.0119 53 0.0133 0.0014 0.0119 54 0.0133 0.0014 0.0120 55 0.0134 0.0014 0.0120 56 0.0134 0.0014 0.0121 57 0.0135 0.0014 0.0121 58 0.0135 0.0014 0.0122 59 0.0136 0.0014 0.0122 60 0.0137 0.0014 0.0123 61 0.0137 0.0014 0.0123 62 0.0138 0.0014 0.0124 63 0.0138 0.0014 0.0124 64 0.0139 0.0014 0.0125 65 0.0140 0.0014 0.0125 66 0.0140 0.0014 0.0126 67 0.0141 0.0014 0.0127 68 0.0141 0.0014 0.0127 69 0.0142 0.0015 0.0128 70 0.0143 0.0015 0.0128 71 0.0143 0.0015 0.0129 72 0.0144 0.0015 0.0129 73 0.0145 0.0015 0.0130 74 0.0145 0.0015 0.0130 75 0.0146 0.0015 0.0131 76 0.0147 0.0015 0.0132 77 0.0148 0.0015 0.0132 78 0.0148 0.0015 0.0133 79 0.0149 0.0015 0.0134 80 0.0150 0.0015 0.0134 81 0.0151 0.0015 0.0135 82 0.0151 0.0015 0.0136 83 0.0152 0.0016 0.0136 84 0.0153 0.0016 0.0137 85 0.0154 0.0016 0.0138 86 0.0154 0.0016 0.0138 87 0.0155 0.0016 0.0139 88 0.0156 0.0016 0.0140 89 0.0157 0.0016 0.0141 90 0.0157 0.0016 0.0141 91 0.0159 0.0016 0.0142 92 0.0159 0.0016 0.0143 93 0.0160 0.0016 0.0144 94 0.0161 0.0016 0.0144 95 0.0162 0.0017 0.0146 96 0.0163 0.0017 0.0146 97 0.0164 0.0017 0.0147 98 0.0165 0.0017 0.0148 99 0.0166 0.0017 0.0149 100 0.0167 0.0017 0.0150 101 0.0168 0.0017 0.0151 102 0.0169 0.0017 0.0151 103 0.0170 0.0017 0.0153 104 0.0171 0.0017 0.0153 105 0.0172 0.0018 0.0155 106 0.0173 0.0018 0.0155 107 0.0174 0.0018 0.0157 108 0.0175 0.0018 0.0157 109 0.0177 0.0018 0.0159 110 0.0178 0.0018 0.0159 111 0.0179 0.0018 0.0161 112 0.0180 0.0018 0.0162 113 0.0182 0.0019 0.0163 114 0.0183 0.0019 0.0164 115 0.0184 0.0019 0.0165 116 0.0185 0.0019 0.0166 117 0.0187 0.0019 0.0168 118 0.0188 0.0019 0.0169 119 0.0190 0.0019 0.0170 120 0.0191 0.0020 0.0171 121 0.0193 0.0020 0.0173 122 0.0194 0.0020 0.0174 123 0.0196 0.0020 0.0176 124 0.0197 0.0020 0.0177 125 0.0199 0.0020 0.0179 126 0.0200 0.0020 0.0180 127 0.0202 0.0021 0.0182 128 0.0203 0.0021 0.0183 129 0.0206 0.0021 0.0185 130 0.0207 0.0021 0.0186 131 0.0210 0.0021 0.0188 132 0.0211 0.0022 0.0189 133 0.0213 0.0022 0.0192 134 0.0215 0.0022 0.0193 135 0.0218 0.0022 0.0195 136 0.0219 0.0022 0.0197 137 0.0222 0.0023 0.0199 138 0.0223 0.0023 0.0201 139 0.0226 0.0023 0.0203 140 0.0228 0.0023 0.0205 141 0.0231 0.0024 0.0208 142 0.0233 0.0024 0.0209 143 0.0236 0.0024 0.0212 144 0.0238 0.0024 0.0214 145 0.0281 0.0029 0.0252 146 0.0283 0.0029 0.0254 147 0.0287 0.0029 0.0258 148 0.0289 0.0030 0.0259 149 0.0293 0.0030 0.0263 150 0.0295 0.0030 0.0265 151 0.0300 0.0031 0.0269 152 0.0302 0.0031 0.0271 153 0.0307 0.0031 0.0276 154 0.0310 0.0032 0.0278 155 0.0315 0.0032 0.0283 156 0.0318 0.0032 0.0285 157 0.0323 0.0033 0.0290 158 0.0326 0.0033 0.0293 159 0.0333 0.0034 0.0299 160 0.0336 0.0034 0.0302 161 0.0343 0.0035 0.0308 162 0.0346 0.0035 0.0311 163 0.0354 0.0036 0.0318 164 0.0358 0.0037 0.0321 165 0.0366 0.0037 0.0328 166 0.0370 0.0038 0.0332 167 0.0379 0.0039 0.0341 168 0.0384 0.0039 0.0345 169 0.0395 0.0040 0.0355 170 0.0400 0.0041 0.0360 171 0.0412 0.0042 0.0370 172 0.0419 0.0043 0.0376 173 0.0432 0.0044 0.0388 174 0.0439 0.0045 0.0394 175 0.0455 0.0047 0.0409 176 0.0464 0.0047 0.0416 177 0.0483 0.0049 0.0433 178 0.0493 0.0050 0.0442 179 0.0516 0.0053 0.0463 180 0.0528 0.0054 0.0474 181 0.0557 0.0057 0.0500 182 0.0573 0.0059 0.0514 183 0.0610 0.0062 0.0548 184 0.0632 0.0065 0.0567 185 0.0533 0.0055 0.0479 186 0.0563 0.0058 0.0506 187 0.0640 0.0065 0.0574 188 0.0690 0.0065 0.0624 189 0.0831 0.0065 0.0766 190 0.0938 0.0065 0.0873 191 0.1341 0.0065 0.1275 192 0.1844 0.0065 0.1779 193 0.5771 0.0065 0.5706 194 0.1092 0.0065 0.1027 195 0.0752 0.0065 0.0686 196 0.0598 0.0061 0.0537 197 0.0656 0.0065 0.0590 198 0.0591 0.0060 0.0530 199 0.0542 0.0055 0.0487 200 0.0504 0.0052 0.0452 201 0.0473 0.0048 0.0425 202 0.0447 0.0046 0.0401 203 0.0425 0.0043 0.0382 204 0.0406 0.0042 0.0365 205 0.0389 0.0040 0.0350 206 0.0375 0.0038 0.0336 207 0.0362 0.0037 0.0325 208 0.0350 0.0036 0.0314 209 0.0339 0.0035 0.0305 210 0.0329 0.0034 0.0296 211 0.0321 0.0033 0.0288 212 0.0312 0.0032 0.0280 213 0.0305 0.0031 0.0274 214 0.0298 0.0030 0.0267 215 0.0291 0.0030 0.0261 216 0.0285 0.0029 0.0256 217 0.0240 0.0025 0.0215 218 0.0235 0.0024 0.0211 219 0.0230 0.0023 0.0206 220 0.0225 0.0023 0.0202 221 0.0220 0.0023 0.0198 222 0.0216 0.0022 0.0194 223 0.0212 0.0022 0.0190 224 0.0208 0.0021 0.0187 225 0.0205 0.0021 0.0184 226 0.0201 0.0021 0.0181 227 0.0198 0.0020 0.0178 228 0.0195 0.0020 0.0175 229 0.0192 0.0020 0.0172 230 0.0189 0.0019 0.0170 231 0.0186 0.0019 0.0167 232 0.0183 0.0019 0.0165 233 0.0181 0.0018 0.0162 234 0.0178 0.0018 0.0160 235 0.0176 0.0018 0.0158 236 0.0174 0.0018 0.0156 237 0.0172 0.0018 0.0154 238 0.0169 0.0017 0.0152 239 0.0167 0.0017 0.0150 240 0.0165 0.0017 0.0148 241 0.0163 0.0017 0.0147 242 0.0162 0.0017 0.0145 243 0.0160 0.0016 0.0143 244 0.0158 0.0016 0.0142 245 0.0156 0.0016 0.0140 246 0.0155 0.0016 0.0139 247 0.0153 0.0016 0.0137 248 0.0152 0.0015 0.0136 249 0.0150 0.0015 0.0135 250 0.0149 0.0015 0.0133 251 0.0147 0.0015 0.0132 252 0.0146 0.0015 0.0131 253 0.0144 0.0015 0.0130 254 0.0143 0.0015 0.0128 255 0.0142 0.0014 0.0127 256 0.0140 0.0014 0.0126 257 0.0139 0.0014 0.0125 258 0.0138 0.0014 0.0124 259 0.0137 0.0014 0.0123 260 0.0136 0.0014 0.0122 261 0.0135 0.0014 0.0121 262 0.0134 0.0014 0.0120 263 0.0133 0.0014 0.0119 264 0.0131 0.0013 0. 0118 265 0.0130 0.0013 0.0117 266 0.0129 0.0013 0.0116 267 0.0128 0.0013 0. 0115 268 0.0128 0.0013 0.0114 269 0.0127 0.0013 0.0114 270 0.0126 0.0013 0.0113 271 0.0125 0.0013 0.0112 272 0.0124 0.0013 0.0111 273 0.0123 0.0013 0. 0110 274 0.0122 0.0012 0. 0110 275 0.0121 0.0012 0.0109 276 0.0121 0.0012 0.0108 277 0.0120 0.0012 0.0107 278 0.0119 0.0012 0.0107 279 0. 0118 0.0012 0.0106 280 0.0117 0.0012 0.0105 281 0.0117 0.0012 0.0105 282 0.0116 0.0012 0.0104 283 0. 0115 0.0012 0.0103 284 0. 0115 0.0012 0.0103 285 0.0114 0.0012 0.0102 286 0.0113 0.0012 0.0102 287 0.0112 0.0012 0.0101 288 0.0112 0. 0011 0.0100 -------------------------------------------------------------------- Total soil rain loss= Total effective rainfall= 0.66(In) 6.58(In) Peak flow rate in flood hydrograph = 31.29(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 -HOUR STORM R u n o f f Hydrograph in 5 Time(h+m) Volume Ac.Ft Q(CFS) 0 H y d r o g r a p h Minute intervals ((CFS)) 10.0 20.0 30.0 40.0 -------------------------------------------------- --------- --------- o+ 5 0.0004 0.06 Q 0+10 0.0030 0.37 Q 0+15 0.0084 0.79 Q 0+20 0.0151 0. 96 Q 0+25 0.0221 1. 02 VQ 0+30 0.0291 1. 03 VQ 0+35 0.0363 1. 04 VQ 0+40 0.0435 1. 04 VQ 0+45 0.0507 1. 05 VQ 0+50 0.0579 1. 05 VQ 0+55 0.0652 1. 05 VQ 1+ 0 0. 0724 1. 06 VQ 1+ 5 0.0797 1. 06 VQ 1+10 0.0870 1. 06 VQ 1+15 0.0944 1. 07 VQ 1+20 0.1017 1. 07 VQ 1+25 0.1091 1. 07 VQ 1+30 0.1165 1. 08 Q 1+35 0.1240 1. 08 Q 1+40 0.1314 1. 08 Q 1+45 0.1389 1. 09 Q 1+50 0.1464 1. 09 Q 1+55 0.1539 1. 09 Q 2+ 0 0.1615 1. 10 Q 2+ 5 0.1690 1. 10 Q 2+10 0.1766 1. 10 Q 2+15 0.1843 1. 11 Q 2+20 0.1919 1. 11 Q 2+25 0.1996 1. 11 Q 2+30 0.2073 1. 12 Q 2+35 0.2150 1. 12 Q 2+40 0.2228 1. 13 Q 2+45 0.2305 1. 13 Q 2+50 0.2384 1. 13 QV 2+55 0.2462 1. 14 QV 3+ 0 0.2540 1. 14 QV 3+ 5 0.2619 1. 15 QV 3+10 0.2699 1. 15 QV 3+15 0.2778 1. 15 QV 3+20 0.2858 1. 16 QV 3+25 0.2938 1. 16 QV 3+30 0.3018 1. 1 7 QV 3+35 0.3099 1. 1 7 QV 3+40 0.3180 1. 18 QV 3+45 0.3261 1. 18 QV 3+50 0.3342 1. 18 QV 3+55 0.3424 1. 19 QV 4+ 0 0.3506 1. 19 Q V 4+ 5 0.3589 1. 20 Q V 4+10 0.3672 1. 20 Q V 4+15 0.3755 1. 21 Q V 4+20 0.3838 1. 21 Q V 4+25 0.3922 1. 22 Q V 4+30 0.4006 1. 22 Q V 4+35 0.4090 1. 23 Q V 4+40 0.4175 1. 23 Q V 4+45 0.4260 1. 24 Q V 4+50 0.4346 1. 24 Q V 4+55 0.4432 1. 25 Q V 5+ 0 0.4518 1. 25 Q V 5+ 5 0.4604 1. 26 Q V 5+10 0.4691 1. 26 Q V 5+15 0.4778 1. 27 Q V 5+20 0.4866 1. 27 Q V 5+25 0.4954 1. 28 Q V 5+30 0.5042 1. 28 Q V 5+35 0.5131 1. 29 Q V 5+40 0.5220 1. 29 Q V 5+45 0.5310 1. 30 Q V 5+50 0.5400 1. 31 Q V 5+55 0.5490 1. 31 Q V 6+ 0 0.5581 1. 32 Q V 6+ 5 0.5672 1. 32 Q V 6+10 0.5763 1. 33 Q V 6+15 0.5855 1. 34 Q V 6+20 0.5948 1. 34 Q V 6+25 0.6041 1. 35 Q V 6+30 0.6134 1. 35 Q V 6+35 0.6228 1. 36 Q V 6+40 0.6322 1. 37 Q V 6+45 0.6417 1. 37 Q V 6+50 0.6512 1. 38 Q V 6+55 0.6608 1. 39 Q V 7+ 0 0.6704 1. 40 Q V 7+ 5 0.6800 1. 40 Q V 7+10 0.6897 1. 41 Q V 7+15 0.6995 1. 42 Q V 7+20 0.7093 1. 42 Q V 7+25 0.7192 1. 43 Q V 7+30 0.7291 1. 44 Q V 7+35 0.7390 1. 45 Q V 7+40 0.7491 1. 45 Q V 7+45 0.7591 1. 46 Q V 7+50 0.7693 1. 4 7 Q V 7+55 0.7795 1. 48 Q V 8+ 0 0.7897 1. 49 Q V 8+ 5 0.8000 1.50 Q V 8+10 0.8104 1.50 Q V 8+15 0.8208 1. 51 Q V 8+20 0.8313 1. 52 Q V 8+25 0.8418 1. 53 Q V 8+30 0.8524 1. 54 Q V 8+35 0.8631 1. 55 Q V 8+40 0.8738 1. 56 Q V 8+45 0.8847 1. 57 Q V 8+50 0.8955 1. 58 Q V 8+55 0.9065 1. 59 Q V 9+ 0 0.9175 1. 60 Q V 9+ 5 0.9286 1. 61 Q V 9+10 0.9397 1. 62 Q V 9+15 0.9510 1. 63 Q V 9+20 0. 9623 1. 64 Q V 9+25 0.9736 1. 65 Q V 9+30 0.9851 1. 66 Q V 9+35 0. 9966 1. 68 Q V 9+40 1.0083 1. 69 Q V 9+45 1.0200 1. 70 Q V 9+50 1.0318 1. 71 Q V 9+55 1.0436 1. 72 Q V 10+ 0 1.0556 1. 74 Q V 10+ 5 1.0677 1. 7 5 Q V 10+10 1.0798 1. 76 Q V 10+15 1.0921 1. 78 Q V 10+20 1.1044 1. 79 Q V 10+25 1.1168 1. 81 Q V 10+30 1.1294 1. 82 Q V 10+35 1.1420 1. 84 Q V 10+40 1.1548 1. 85 Q V 10+45 1.1676 1. 87 Q V 10+50 1.1806 1. 88 Q V 10+55 1. 1937 1. 90 Q V 11+ 0 1.2068 1. 92 Q V 11+ 5 1.2202 1. 93 Q V 11+10 1.2336 1. 95 Q V 11+15 1.2472 1. 97 Q V 11+20 1.2608 1. 99 Q V 11+25 1. 2747 2.01 Q V 11+30 1.2886 2.03 Q IV 11+35 1.3027 2.05 Q IV 11+40 1.3169 2.07 Q IV 11+45 1.3313 2.09 Q IV 11+50 1.3459 2.11 Q V 11+55 1.3605 2.13 Q V 12+ 0 1.3754 2.16 Q V 12+ 5 1.3906 2.20 Q V 12+10 1.4066 2.34 Q V 12+15 1.4239 2.51 Q V 12+20 1.4418 2.59 Q V 12+25 1.4600 2.64 Q V 12+30 1. 4784 2.67 Q V 12+35 1.4970 2.70 Q V 12+40 1.5158 2.73 Q V 12+45 1.5349 2. 77 Q V 12+50 1.5542 2.80 Q V 12+55 1.5737 2.83 Q V 13+ 0 1.5934 2.87 Q V 13+ 5 1.6134 2.91 Q V 13+10 1.6337 2.94 Q V 13+15 1.6542 2.98 Q V 13+20 1. 67 51 3.02 Q V 13+25 1. 6962 3.07 Q V 13+30 1.7176 3.11 Q V 13+35 1.7394 3.16 Q V 13+40 1.7615 3.21 Q V 13+45 1.7840 3.26 Q V 13+50 1.8068 3.32 Q V 13+55 1.8301 3.37 Q V 14+ 0 1.8537 3.44 Q V 14+ 5 1.8778 3.50 Q V 14+10 1.9024 3.57 Q V 14+15 1. 927 5 3.64 Q V 14+20 1.9531 3. 72 Q V 14+25 1.9793 3.80 Q V 14+30 2.0061 3.89 Q V 14+35 2.0335 3.99 Q V 14+40 2.0617 4.09 Q V 14+45 2.0906 4.20 Q V 14+50 2.1203 4.32 Q V 14+55 2.1510 4.45 Q V 15+ 0 2.1826 4.60 Q V 15+ 5 2.2154 4.76 Q V 15+10 2.2494 4.94 Q V 15+15 2.2848 5.14 Q V 15+20 2.3218 5.37 Q V 15+25 2.3600 5.56 Q V 15+30 2.3975 5.44 Q V 15+35 2.4337 5.25 Q V 15+40 2.4714 5.47 Q V 15+45 2.5127 6.01 Q V 15+50 2.5599 6.84 Q V 15+55 2.6158 8.12 Q V 16+ 0 2.6874 10.40 Q V 16+ 5 2.7991 16.21 Q V 16+10 2.9970 28.74 V Q 16+15 3.2125 31.29 V Q 16+20 3.3333 17.55 Q V 16+25 3.4000 9.67 Q V 16+30 3.4472 6.85 Q V 16+35 3.4898 6.19 Q V 16+40 3.5271 5.43 Q V 16+45 3.5616 5.00 Q V 16+50 3.5936 4.65 Q V 16+55 3.6237 4.37 Q IV 17+ 0 3.6521 4.13 Q IV 17+ 5 3.6791 3.92 Q IV 17+10 3.7049 3.74 Q IV 17+15 3.7296 3.59 Q I V 17+20 3.7534 3.45 Q I V 17+25 3.7764 3.33 Q I V 17+30 3.7986 3.22 Q I V 17+35 3.8201 3.13 Q I V 17+40 3.8410 3.04 Q I V 17+45 3.8614 2.95 Q V 17+50 3.8812 2.88 Q V 17+55 3.9005 2.81 Q V 18+ 0 3.9194 2.74 Q V 18+ 5 3. 9377 2.66 Q V 18+10 3.9549 2.49 Q V 18+15 3.9707 2.29 Q V 18+20 3.9858 2.19 Q V 18+25 4.0004 2.12 Q V 18+30 4.0147 2.07 Q V 18+35 4.0287 2.03 Q V 18+40 4.0424 1. 99 Q V 18+45 4.0559 1. 95 Q V 18+50 4.0691 1. 92 Q V 18+55 4.0821 1. 89 Q V 19+ 0 4.0948 1. 85 Q V 19+ 5 4.1074 1. 82 Q V 19+10 4.1198 1. 79 Q V 19+15 4.1319 1. 77 Q V 19+20 4.1439 1. 74 Q V 19+25 4.1557 1. 72 Q V 19+30 4.1674 1. 69 Q V 19+35 4.1789 1. 67 Q V 19+40 4.1902 1. 64 Q V 19+45 4.2014 1. 62 Q V 19+50 4.2124 1. 60 Q V 19+55 4.2233 1. 58 Q V 20+ 0 4.2340 1. 56 Q V 20+ 5 4.2447 1. 54 Q V 20+10 4.2552 1. 52 Q V 20+15 4.2655 1. 51 Q V 20+20 4.2758 1. 49 Q V 20+25 4.2859 1. 4 7 Q V 20+30 4.2960 1. 46 Q V 20+35 4.3059 1. 44 Q V 20+40 4.3157 1. 43 Q V 20+45 4.3254 1. 41 Q V 20+50 4.3351 1. 40 Q V 20+55 4.3446 1. 38 Q V 21+ 0 4.3540 1. 37 Q V 21+ 5 4.3634 1. 36 Q V 21+10 4.3726 1. 34 Q V 21+15 4.3818 1. 33 Q V 21+20 4.3909 1. 32 Q V 21+25 4.3999 1. 31 Q V 21+30 4.4088 1. 30 Q V 21+35 4.4176 1. 28 Q V 21+40 4.4264 1. 27 Q V 21+45 4.4351 1. 26 Q V 21+50 4.4437 1. 25 Q V 21+55 4.4523 1. 24 Q V 22+ 0 4.4608 1. 23 Q V 22+ 5 4.4692 1. 22 Q V 22+10 4.4775 1. 21 Q V 22+15 4.4858 1. 20 Q V 22+20 4.4940 1. 19 Q V 22+25 4.5022 1. 18 Q V 22+30 4.5103 1. 18 Q V 22+35 4.5183 1. 1 7 Q V 22+40 4.5263 1. 16 Q V 22+45 4.5342 1. 15 Q V 22+50 4.5421 1. 14 Q V 22+55 4.5499 1. 13 Q V 23+ 0 4. 5577 1. 13 Q V 23+ 5 4.5654 1. 12 Q V 23+10 4.5730 1. 11 Q V 23+15 4.5806 1. 10 Q V 23+20 4.5882 1. 10 Q V 23+25 4.5957 1. 09 Q V 23+30 4.6032 1. 08 Q V 23+35 4.6106 1. 08 Q V 23+40 4.6179 1. 07 IQ VI 23+45 4.6253 1. 06 IQ VI 23+50 4.6325 1. 06 IQ VI 23+55 4.6398 1. 05 IQ VI 24+ 0 4.6469 1. 04 IQ VI 24+ 5 4.6537 0.98 Q VI 24+10 4.6582 0.66 Q VI 24+15 4.6599 0.24 Q VI 24+20 4.6603 0.07 Q VI 24+25 4.6605 0.02 Q VI 24+30 4.6605 0.01 Q V ----------------------------------------------------------------------- Time (Hours) 0.083 FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 -2018 Study date: 08/02/24 DIVERSIFIED MAPLE AVE CHAMBER ROUTING 18" OUTLET PIPE 25 YR STORM Program License Serial Number 6484 ********************* HYDROGRAPH INFORMATION********************** From study/file name: MAPLE-UH Dev-25yr.rte ****************************HYDROGRAPH DATA**************************** Number of intervals= 293 Time interval= 5.0 (Min.) Maximum/Peak flow rate 23.457 (CFS) Total volume= 3.539 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) Vol (Ac. Ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 0.000 to Point/Station 1.000 **** RETARDING BASIN ROUTING**** User entry of depth-outflow-storage data Total number of inflow hydrograph intervals= 293 Hydrograph time unit= 5.000 (Min.) Initial depth in storage basin= 0.00(Ft.) Initial basin depth= Initial basin storage= Initial basin outflow= 0. 0 0 (Ft.) 0. 00 (Ac. Ft) 0.00 (CFS) Depth vs. Storage and Depth vs. Discharge data: Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 0.500 0.230 0.700 0.228 0.232 2.500 1.200 8.200 1.172 1.228 3.500 1.640 10.400 1.604 1.676 4.500 1.980 11.500 1.940 2.020 4.800 2.060 12.000 2.019 2.101 Hydrograph Detention Basin Routing Graph values: 'I'= unit inflow; 'O'=outflow at time shown Inflow (CFS) 0.06 Outflow (CFS) 0.00 Storage (Ac. Ft) . 0 0.000 0 5.9 I 11.73 I 17.59 I Depth 23. 4 6 (Ft.) I o. oo 0.167 0.35 0.00 0.002 0 0.00 0.250 0.66 0.02 0.005 0 0.01 0.333 0.76 0.03 0.010 OI 0.02 0.417 0.79 0.05 0.015 OI 0.03 0.500 0.80 0.06 0.020 OI 0.04 0.583 0.80 0.08 0.025 OI 0.05 0.667 0.80 0.09 0.030 OI 0.06 0.750 0.80 0.11 0.035 OI 0.08 0.833 0.81 0.12 0.040 OI 0.09 0.917 0.81 0.13 0.044 OI 0.10 1.000 0.81 0.15 0.049 OI 0.11 1.083 0.81 0.16 0.053 OI 0.12 1.167 0.82 0.18 0.058 OI 0.13 1.250 0.82 0.19 0.062 OI 0.14 1.333 0.82 0.20 0.066 OI 0.14 1.417 0.82 0.22 0.071 OI 0.15 1.500 0.83 0.23 0.075 OI 0.16 1.583 0.83 0.24 0.079 OI 0.17 1.667 0.83 0.25 0.083 OI 0.18 1. 7 50 0.83 0.26 0.087 OI 0.19 1.833 0.84 0.28 0.091 OI 0.20 1.917 0.84 0.29 0.095 OI 0.21 2.000 0.84 0.30 0.098 OI 0.21 2.083 0.85 0.31 0.102 OI 0.22 2.167 0.85 0.32 0.106 OI 0.23 2.250 0.85 0.33 0.109 OI 0.24 2.333 0.85 0.34 0.113 OI 0.25 2.417 0.86 0.35 0.116 OI 0.25 2.500 0.86 0.36 0.120 OI 0.26 2.583 0.86 0.38 0.123 OI 0.27 2.667 0.87 0.39 0.127 OI 0.28 2.750 0.87 0.40 0.130 OI 0.28 2.833 0.87 0.41 0.133 OI 0.29 2.917 0.87 0.41 0.136 OI 0.30 3.000 0.88 0.42 0.139 OI 0.30 3.083 0.88 0.43 0.143 OI 0.31 3.167 0.88 0.44 0.146 OI 0.32 3.250 0.89 0.45 0.149 OI 0.32 3.333 0.89 0.46 0.152 OI 0.33 3.417 0.89 0.47 0.155 OI 0.34 3.500 0.90 0.48 0.157 OI 0.34 3.583 0.90 0.49 0.160 OI 0.35 3.667 0.90 0.50 0.163 OI 0.35 3.750 0.91 0.50 0.166 OI 0.36 3.833 0.91 0.51 0.169 OI 0.37 3.917 0.91 0.52 0.171 OI 0.37 4.000 0.92 0.53 0.174 OI 0.38 4.083 0.92 0.54 0 .177 OI 0.38 4.167 0.92 0.55 0.179 OI 0.39 4.250 0.93 0.55 0.182 OI 0.40 4.333 0.93 0.56 0.184 OI 0.40 4.417 0.93 0.57 0.187 OI 0.41 4.500 0.94 0.58 0.189 OI 0.41 4.583 0.94 0.58 0.192 OI 0.42 4.667 0.95 0.59 0.194 OI 0.42 4.750 0.95 0.60 0.197 OI 0.43 4.833 0.95 0.61 0.199 OI 0.43 4.917 0. 96 0.61 0.202 OI 0.44 5.000 0. 96 0.62 0.204 OI 0.44 5.083 0. 96 0.63 0.206 OI 0.45 5.167 0.97 0.63 0.209 OI 0.45 5.250 0.97 0.64 0.211 OI 0.46 5.333 0.98 0.65 0.213 OI 0.46 5.417 0.98 0.66 0.215 OI 0.47 5.500 0.99 0.66 0.218 OI 0.47 5.583 0.99 0.67 0.220 OI 0.48 5.667 0.99 0.68 0.222 OI 0.48 5.750 1. 00 0.68 0.224 OI 0.49 5.833 1. 00 0.69 0.226 OI 0.49 5.917 1. 01 0.70 0.229 OI 0.50 6.000 1. 01 0.71 0.231 OI 0.50 6.083 1. 02 0. 72 0.233 OI 0.51 6.167 1. 02 0.74 0.235 0 0.51 6.250 1. 03 0.75 0.237 0 0.51 6.333 1. 03 0. 77 0.239 0 0.52 6.417 1. 04 0.78 0.240 0 0.52 6.500 1. 04 0.79 0.242 0 0.52 6.583 1. 05 0.81 0.244 0 0.53 6.667 1. 05 0.82 0.245 0 0.53 6.750 1. 06 0.83 0.247 0 0.53 6.833 1. 06 0.84 0.248 0 0.54 6.917 1. 07 0.85 0.250 0 0.54 7.000 1. 07 0.87 0.251 0 0.54 7.083 1. 08 0.88 0.253 0 0.55 7.167 1. 08 0.89 0.254 0 0.55 7.250 1. 09 0.90 0.255 0 0.55 7.333 1. 09 0.91 0.257 0 0.56 7.417 1. 10 0.92 0.258 0 0.56 7.500 1. 10 0.93 0.259 0 0.56 7.583 1. 11 0.94 0.260 0 0.56 7.667 1. 12 0.94 0.262 0 0.57 7.750 1. 12 0.95 0.263 0 0.57 7.833 1. 13 0. 96 0.264 0 0.57 7.917 1. 13 0.97 0.265 0 0.57 8.000 1. 14 0.98 0.266 0 0.57 8.083 1. 15 0.99 0.267 0 0.58 8.167 1. 15 1. 00 0.268 0 0.58 8.250 1. 16 1. 01 0.269 0 0.58 8.333 1. 1 7 1. 01 0.271 0 0.58 8.417 1. 1 7 1. 02 0. 272 0 0.59 8.500 1. 18 1. 03 0.273 0 0.59 8.583 1. 19 1. 04 0.274 0 0.59 8.667 1. 20 1. 05 0.275 0 0.59 8.750 1. 20 1. 05 0.276 0 0.59 8.833 1. 21 1. 06 0. 277 0 0.60 8.917 1. 22 1. 07 0.278 0 0.60 9.000 1. 23 1. 08 0.279 0 0.60 9.083 1. 23 1. 09 0.280 0 0.60 9.167 1. 24 1. 09 0.281 0 0.60 9.250 1. 25 1. 10 0.282 0 0.61 9.333 1. 26 1. 11 0.283 0 0.61 9.417 1. 27 1. 12 0.284 0 0.61 9.500 1. 28 1. 13 0.285 0 0.61 9.583 1. 28 1. 13 0.286 0 0.62 9.667 1. 29 1. 14 0.287 0 0.62 9.750 1. 30 1. 15 0.288 0 0.62 9.833 1. 31 1. 16 0.289 0 0.62 9.917 1. 32 1. 1 7 0.290 0 0.62 10.000 1. 33 1. 1 7 0.291 0 0.63 10.083 1. 34 1. 18 0.292 0 0.63 10.167 1. 35 1. 19 0.293 0 0.63 10.250 1. 36 1. 20 0.295 0 0.63 10.333 1. 37 1. 21 0. 296 0 0.64 10.417 1. 38 1. 22 0.297 0 0.64 10.500 1. 39 1. 23 0.298 0 0.64 10.583 1. 41 1. 23 0.299 0 0.64 10.667 1. 42 1. 24 0.300 0 0.65 10.750 1. 43 1. 25 0.302 0 0.65 10.833 1. 44 1. 26 0.303 0 0.65 10.917 1. 45 1. 27 0.304 0 0.65 11.000 1. 4 7 1. 28 0.305 OI 0.66 11.083 1. 48 1. 29 0.307 OI 0.66 11.167 1. 49 1. 30 0.308 OI 0.66 11.250 1. 51 1. 31 0.309 OI 0.66 11.333 1. 52 1. 32 0.311 OI 0.67 11.417 1. 54 1. 33 0.312 OI 0.67 11.500 1. 55 1. 34 0.313 OI 0.67 11.583 1. 57 1. 36 0.315 OI 0.67 11.667 1. 58 1. 37 0.316 OI 0.68 11.750 1. 60 1. 38 0.318 OI 0.68 11.833 1. 61 1. 39 0.319 OI 0.68 11.917 1. 63 1. 40 0.321 OI 0.69 12.000 1. 65 1. 41 0.322 OI 0.69 12.083 1. 69 1. 43 0.324 OI 0.69 12.167 1. 83 1. 44 0.326 OI 0.70 12.250 1. 97 1. 4 7 0.329 0 0.70 12.333 2.03 1.50 0.333 0 0.71 12.417 2.06 1. 52 0.337 0 0. 72 12.500 2.08 1. 55 0.340 0 0.73 12.583 2.11 1. 58 0.344 0 0.73 12.667 2.13 1. 61 0.348 0 0.74 12.750 2.15 1. 64 0.351 0 0.75 12.833 2.18 1. 66 0.355 0 0.76 12.917 2.20 1. 69 0.358 OI 0.76 13.000 2.23 1. 72 0.362 OI 0. 77 13.083 2.26 1. 7 5 0.365 OI 0.78 13.167 2.29 1. 77 0.369 OI 0.79 13.250 2.32 1. 80 0. 372 OI 0.79 13.333 2.35 1. 83 0.376 OI 0.80 13.417 2.38 1. 86 0.379 OI 0.81 13.500 2.41 1. 88 0.383 OI 0.82 13.583 2.45 1. 91 0.387 OI 0.82 13.667 2.49 1. 94 0.390 OI 0.83 13.750 2.53 1. 97 0.394 OI 0.84 13.833 2.57 2.00 0.398 OI 0.85 13.917 2.61 2.03 0.402 OI 0.85 14.000 2.66 2.06 0.406 OI 0.86 14.083 2.70 2.09 0.410 OI 0.87 14.167 2.76 2.13 0.415 OI 0.88 14.250 2.81 2.16 0.419 OI 0.89 14.333 2.87 2.20 0.424 OI 0.90 14.417 2.93 2.23 0.428 0 0.91 14.500 3.00 2.27 0.433 OI 0.92 14.583 3.07 2.31 0.438 OI 0.93 14.667 3.15 2.35 0.444 OI 0.94 14.750 3.23 2.40 0.449 OI 0.95 14.833 3.32 2.44 0.455 OI 0. 96 14.917 3.42 2.49 0.461 OI 0.98 15.000 3.53 2.54 0.468 OI 0.99 15.083 3.65 2.59 0.475 OI 1. 01 15.167 3.78 2.65 0.482 0 I 1. 02 15.250 3.93 2.71 0.491 0 I 1. 04 15.333 4.11 2.78 0.499 0 I 1. 06 15.417 4.22 2.85 0.509 0 I 1. 07 15.500 4.03 2.92 0.517 0 I 1. 09 15.583 3.84 2.97 0.524 OI 1. 11 15.667 4.04 3.02 0.530 OI 1. 12 15.750 4.45 3.09 0.539 0 I 1. 14 15.833 5.09 3.17 0.550 0 I 1. 16 15.917 6.08 3.30 0.566 0 I 1. 19 16.000 7. 96 3.49 0.591 0 I I 1. 24 16.083 12.83 3.85 0.637 0 I I 1. 34 16.167 23.46 4.59 0.733 0 I I 1. 54 16.250 22.31 5.54 0.856 01 I 1. 79 16.333 11.12 5.62 0.931 0 I 1. 95 16.417 6.06 5.68 0.948 0 1. 98 16.500 4.92 5. 77 0.942 I 0 1. 97 16.583 4.33 5.81 0.932 I 0 1. 95 16.667 4.03 5.83 0.919 I 0 1. 92 16.750 3.74 5.81 0.904 I 0 1. 89 16.833 3.50 5.80 0.889 I 0 1. 86 16.917 3.29 5.67 0.873 I 0 1. 83 17.000 3.12 5.54 0.856 I 0 1. 79 17.083 2.98 5.41 0.840 I 0 1. 76 17.167 2.85 5.28 0.823 I 0 1. 72 17.250 2.74 5.16 0.806 I 0 1. 69 17.333 2.64 5.03 0.790 I 0 1. 65 17.417 2.55 4.90 0. 773 I 0 1. 62 17.500 2.47 4.78 0.757 I 0 1. 59 17.583 2.40 4.66 0.742 I 0 1. 56 17.667 2.34 4.54 0. 726 I 0 1. 52 17.750 2.28 4.42 0.711 I 0 1. 49 17.833 2.22 4.31 0.697 I 0 1. 46 17.917 2.17 4.20 0.683 I 0 1. 43 18.000 2.12 4.09 0.669 I 0 1. 40 18.083 2.05 3.99 0.655 I 0 1. 38 18.167 1. 89 3.88 0.642 I 0 1. 35 18.250 1. 73 3.78 0.628 I 0 1. 32 18.333 1. 65 3.67 0.614 I 0 1. 29 18.417 1. 61 3.56 0.600 I 0 1. 26 18.500 1. 58 3.46 0.587 I 0 1. 24 18.583 1. 54 3.36 0.574 I 0 1. 21 18.667 1. 52 3.27 0.562 I 0 1. 18 18.750 1. 49 3.18 0.550 I 0 1. 16 18.833 1. 46 3.09 0.539 I 0 1. 14 18.917 1. 44 3.00 0.528 I 0 1. 11 19.000 1. 41 2.92 0.517 I 0 1. 09 19.083 1. 39 2.84 0.507 I 0 1. 07 19.167 1. 37 2. 77 0.497 I 0 1. 05 19.250 1. 35 2.69 0.488 I 0 1. 03 19.333 1. 33 2.62 0.479 I 0 1. 01 19.417 1. 31 2.56 0.470 I 0 0.99 19.500 1. 29 2.49 0.461 I 0 0.98 19.583 1. 27 2.43 0.453 I 0 0. 96 19.667 1. 25 2.37 0.446 I 0 0.94 19.750 1. 24 2.31 0.438 I 0 0.93 19.833 1. 22 2.25 0.431 I 0 0.91 19.917 1. 21 2.20 0.424 IO 0.90 20.000 1. 19 2.15 0.417 IO 0.89 20.083 1. 18 2.10 0.411 IO 0.87 20.167 1. 16 2.05 0.405 IO 0.86 20.250 1. 15 2.00 0.399 IO 0.85 20.333 1. 14 1. 96 0.393 IO 0.84 20.417 1. 13 1. 92 0.387 IO 0.82 20.500 1. 11 1. 87 0.382 IO 0.81 20.583 1. 10 1. 83 0. 377 IO 0.80 20.667 1. 09 1. 80 0. 372 IO 0.79 20.750 1. 08 1. 76 0.367 IO 0.78 20.833 1. 07 1. 72 0.362 IO 0. 77 20.917 1. 06 1. 69 0.358 IO 0.76 21.000 1. 05 1. 66 0.354 IO 0.76 21.083 1. 04 1. 62 0.350 IO 0.75 21.167 1. 03 1. 59 0.346 IO 0.74 21.250 1. 02 1. 56 0.342 IO 0.73 21.333 1. 01 1. 54 0.338 IO 0. 72 21.417 1. 00 1. 51 0.335 IO 0. 72 21.500 0.99 1. 48 0.331 IO 0.71 21.583 0.98 1. 46 0.328 0 0.70 21.667 0.98 1. 43 0.325 0 0.70 21.750 0.97 1. 41 0.322 0 0.69 21.833 0. 96 1. 38 0.319 0 0.68 21.917 0.95 1. 36 0.316 0 0.68 22.000 0.94 1. 34 0.313 0 0.67 22.083 0.94 1. 32 0.310 0 0.67 22.167 0.93 1. 30 0.308 0 0.66 22.250 0.92 1. 28 0.305 0 0.65 22.333 0.92 1. 26 0.303 0 0.65 22.417 0.91 1. 24 0.300 0 0.64 22.500 0.90 1. 23 0.298 0 0.64 22.583 0.90 1. 21 0. 296 0 0.64 22.667 0.89 1. 19 0.294 0 0.63 22.750 0.88 1. 18 0.292 0 0.63 22.833 0.88 1. 16 0.290 0 0.62 22.917 0.87 1. 15 0.288 0 0.62 23.000 0.86 1. 13 0.286 0 0.62 23.083 0.86 1. 12 0.284 0 0.61 23.167 0.85 1. 10 0.282 0 0.61 23.250 0.85 1. 09 0.281 0 0.60 23.333 0.84 1. 08 0.279 0 0.60 23.417 0.84 1. 07 0. 277 0 0.60 23.500 0.83 1. 05 0.276 0 0.59 23.583 0.83 1. 04 0.274 0 0.59 23.667 0.82 1. 03 0.273 0 0.59 23.750 0.82 1. 02 0.271 0 0.59 23.833 0.81 1. 01 0.270 10 0.58 23.917 0.81 1. 00 0.269 10 0.58 24.000 0.80 0.99 0.267 10 0.58 24.083 0.74 0.98 0.266 10 0.57 24.167 0.44 0. 96 0.263 IO 0.57 24.250 0.13 0.92 0.259 IO 0.56 24.333 0.03 0.88 0.253 IO 0.55 24.417 0.01 0.83 0.247 IO 0.54 24.500 0.00 0.79 0.242 IO 0.52 24.583 0.00 0.75 0.236 IO 0.51 24.667 0.00 0.71 0.231 0 0.50 24.750 0.00 0.69 0.227 0 0.49 24.833 0.00 0.68 0.222 0 0.48 24.917 0.00 0.66 0.217 0 0.47 25.000 0.00 0.65 0.213 0 0.46 25.083 0.00 0.63 0.208 0 0.45 25.167 0.00 0.62 0.204 0 0.44 25.250 0.00 0.61 0.200 0 0.43 25.333 0.00 0.60 0 .196 0 0.43 25.417 0.00 0.58 0.192 0 0.42 25.500 0.00 0.57 0.188 0 0.41 25.583 0.00 0.56 0.184 0 0.40 25.667 0.00 0.55 0.180 0 0.39 25.750 0.00 0.54 0.176 0 0.38 25.833 0.00 0.53 0.173 0 0.38 25.917 0.00 0.51 0.169 0 0.37 26.000 0.00 0.50 0.165 0 0.36 26.083 0.00 0.49 0.162 0 0.35 26.167 0.00 0.48 0.159 0 0.34 26.250 0.00 0.47 0.155 0 0.34 26.333 0.00 0.46 0.152 0 0.33 26.417 0.00 0.45 0.149 0 0.32 26.500 0.00 0.44 0.146 0 0.32 26.583 0.00 0.43 0.143 0 0.31 26.667 0.00 0.43 0.140 0 0.30 26.750 0.00 0.42 0.137 0 0.30 26.833 0.00 0.41 0.134 0 0.29 26.917 0.00 0.40 0.131 0 0.29 27.000 0.00 0.39 0.129 0 0.28 27.083 0.00 0.38 0.126 0 0.27 27.167 0.00 0.38 0.123 0 0.27 27.250 0.00 0.37 0.121 0 0.26 27.333 0.00 0.36 0.118 0 0.26 27.417 0.00 0.35 0.116 0 0.25 27.500 0.00 0.35 0.113 0 0.25 27.583 0.00 0.34 0.111 0 0.24 27.667 0.00 0.33 0.109 0 0.24 27.750 0.00 0.32 0.107 0 0.23 27.833 0.00 0.32 0.104 0 0.23 27.917 0.00 0.31 0.102 0 0.22 28.000 0.00 0.30 0.100 0 0.22 28.083 0.00 0.30 0.098 0 0.21 28.167 0.00 0.29 0. 096 0 0.21 28.250 0.00 0.29 0.094 0 0.20 28.333 0.00 0.28 0.092 0 0.20 28.417 0.00 0.27 0.090 0 0.20 28.500 0.00 0.27 0.088 0 0.19 28.583 0.00 0.26 0.086 0 0.19 28.667 0.00 0.26 0.085 0 0.18 28.750 0.00 0.25 0.083 0 0.18 28.833 0.00 0.25 0.081 0 0.18 28.917 0.00 0.24 0.079 0 0.17 29.000 0.00 0.24 0.078 0 0.17 29.083 0.00 0.23 0.076 0 0.17 29.167 0.00 0.23 0.075 0 0.16 29.250 0.00 0.22 0.073 0 0.16 29.333 0.00 0.22 0. 072 0 0.16 29.417 0.00 0.21 0.070 0 0.15 29.500 0.00 0.21 0.069 0 0.15 29.583 0.00 0.20 0.067 0 0.15 29.667 0.00 0.20 0.066 0 0.14 29.750 0.00 0.20 0.064 0 0.14 29.833 0.00 0.19 0.063 0 0.14 29.917 0.00 0.19 0.062 0 0.13 30.000 0.00 0.18 0.061 0 0.13 30.083 0.00 0.18 0.059 0 0.13 30.167 0.00 0.18 0.058 0 0.13 30.250 0.00 0.17 0.057 0 0.12 30.333 0.00 0.17 0.056 0 0.12 30.417 0.00 0.17 0.054 0 0.12 30.500 0.00 0.16 0.053 0 0.12 30.583 0.00 0.16 0.052 0 0.11 30.667 0.00 0.16 0.051 0 0.11 30.750 0.00 0.15 0.050 0 0.11 30.833 0.00 0.15 0.049 0 0.11 30.917 0.00 0.15 0.048 0 0.10 31.000 0.00 0.14 0.047 0 0.10 31.083 0.00 0.14 0.046 0 0.10 31.167 0.00 0.14 0.045 0 0.10 31.250 0.00 0.13 0.044 0 0.10 31.333 0.00 0.13 0.043 0 0.09 31.417 0.00 0.13 0.042 0 0.09 31.500 0.00 0.13 0.041 0 0.09 31.583 0.00 0.12 0.041 0 0.09 31.667 0.00 0.12 0.040 0 0.09 31.750 0.00 0.12 0.039 0 0.08 31.833 0.00 0.12 0.038 0 0.08 31.917 0.00 0.11 0.037 0 0.08 32.000 0.00 0.11 0.037 0 0.08 32.083 0.00 0.11 0.036 0 0.08 32.167 0.00 0.11 0.035 0 0.08 32.250 0.00 0.10 0.034 0 0.07 32.333 0.00 0.10 0.034 0 0.07 32.417 0.00 0.10 0.033 0 0.07 32.500 0.00 0.10 0.032 0 0.07 32.583 0.00 0.10 0.032 0 0.07 32.667 0.00 0.09 0.031 0 0.07 32.750 0.00 0.09 0.030 0 0.07 32.833 0.00 0.09 0.030 0 0.06 32.917 0.00 0.09 0.029 0 0.06 33.000 0.00 0.09 0.028 0 0.06 33.083 0.00 0.08 0.028 0 0.06 33.167 0.00 0.08 0.027 0 0.06 33.250 0.00 0.08 0.027 0 0.06 33.333 0.00 0.08 0.026 0 0.06 33.417 0.00 0.08 0.026 0 0.06 33.500 0.00 0.08 0.025 0 0.05 33.583 0.00 0.07 0.025 0 0.05 33.667 0.00 0.07 0.024 0 0.05 33.750 0.00 0.07 0.024 0 0.05 33.833 0.00 0.07 0.023 0 0.05 33.917 0.00 0.07 0.023 0 0.05 34.000 0.00 0.07 0.022 0 0.05 34.083 0.00 0.07 0.022 0 0.05 34.167 0.00 0.06 0.021 0 0.05 34.250 0.00 0.06 0.021 0 0.05 34.333 0.00 0.06 0.020 0 0.04 34.417 0.00 0.06 0.020 0 0.04 34.500 0.00 0.06 0.020 0 0.04 34.583 0.00 0.06 0.019 0 0.04 34.667 0.00 0.06 0.019 0 0.04 34.750 0.00 0.06 0.018 0 0.04 34.833 0.00 0.05 0.018 0 0.04 34.917 0.00 0.05 0.018 0 0.04 35.000 0.00 0.05 0.017 0 0.04 35.083 0.00 0.05 0.017 0 0.04 35.167 0.00 0.05 0.016 0 0.04 35.250 0.00 0.05 0.016 0 0.04 35.333 0.00 0.05 0.016 0 0.03 35.417 0.00 0.05 0.015 0 0.03 35.500 0.00 0.05 0.015 0 0.03 35.583 0.00 0.05 0.015 0 0.03 35.667 0.00 0.04 0.015 0 0.03 35.750 0.00 0.04 0.014 0 0.03 35.833 0.00 0.04 0.014 0 0.03 35.917 0.00 0.04 0.014 0 0.03 36.000 0.00 0.04 0.013 0 0.03 36.083 0.00 0.04 0.013 0 0.03 36.167 0.00 0.04 0.013 0 0.03 36.250 0.00 0.04 0.013 0 0.03 36.333 0.00 0.04 0.012 0 0.03 36.417 0.00 0.04 0.012 0 0.03 36.500 0.00 0.04 0.012 0 0.03 36.583 0.00 0.04 0.012 0 0.03 36.667 0.00 0.03 0.011 0 0.02 36.750 0.00 0.03 0.011 0 0.02 36.833 0.00 0.03 0.011 0 0.02 36.917 0.00 0.03 0.011 0 0.02 37.000 0.00 0.03 0.010 0 0.02 37.083 0.00 0.03 0.010 0 0.02 37.167 0.00 0.03 0.010 0 0.02 37.250 0.00 0.03 0.010 0 0.02 37.333 0.00 0.03 0.010 0 0.02 37.417 0.00 0.03 0.009 0 0.02 37.500 0.00 0.03 0.009 0 0.02 37.583 0.00 0.03 0.009 0 0.02 37.667 0.00 0.03 0.009 0 0.02 37.750 0.00 0.03 0.009 0 0.02 37.833 0.00 0.03 0.008 0 0.02 37.917 0.00 0.03 0.008 0 0.02 38.000 0.00 0.02 0.008 0 0.02 38.083 0.00 0.02 0.008 0 0.02 38.167 0.00 0.02 0.008 0 0.02 38.250 0.00 0.02 0.008 0 0.02 38.333 0.00 0.02 0.007 0 0.02 38.417 0.00 0.02 0.007 0 0.02 38.500 0.00 0.02 0.007 0 0.02 38.583 0.00 0.02 0.007 0 0.02 38.667 0.00 0.02 0.007 0 0.01 38.750 0.00 0.02 0.007 0 0.01 38.833 0.00 0.02 0.007 0 0.01 38.917 0.00 0.02 0.006 0 0.01 39.000 0.00 0.02 0.006 0 0.01 39.083 0.00 0.02 0.006 0 0.01 39.167 0.00 0.02 0.006 0 0.01 39.250 0.00 0.02 0.006 0 0.01 39.333 0.00 0.02 0.006 0 0.01 39.417 0.00 0.02 0.006 0 0.01 39.500 0.00 0.02 0.006 0 0.01 39.583 0.00 0.02 0.005 0 0.01 39.667 0.00 0.02 0.005 0 0.01 39.750 0.00 0.02 0.005 0 0.01 39.833 0.00 0.02 0.005 0 0.01 39.917 0.00 0.02 0.005 0 0.01 40.000 0.00 0.01 0.005 0 0.01 40.083 0.00 0.01 0.005 0 0.01 40.167 0.00 0.01 0.005 0 0.01 40.250 0.00 0.01 0.005 0 0.01 40.333 0.00 0.01 0.004 0 0.01 40.417 0.00 0.01 0.004 0 0.01 40.500 0.00 0.01 0.004 0 0.01 40.583 0.00 0.01 0.004 0 0.01 40.667 0.00 0.01 0.004 0 0.01 40.750 0.00 0.01 0.004 0 0.01 40.833 0.00 0.01 0.004 0 0.01 40.917 0.00 0.01 0.004 0 0.01 41.000 0.00 0.01 0.004 0 0.01 41.083 0.00 0.01 0.004 0 0.01 41.167 0.00 0.01 0.004 0 0.01 41.250 0.00 0.01 0.004 0 0.01 41.333 0.00 0.01 0.003 0 0.01 41.417 0.00 0.01 0.003 0 0.01 41.500 0.00 0.01 0.003 0 0.01 41.583 0.00 0.01 0.003 0 0.01 41.667 0.00 0.01 0.003 0 0.01 41.750 0.00 0.01 0.003 0 0.01 41.833 0.00 0.01 0.003 0 0.01 41.917 0.00 0.01 0.003 0 0.01 42.000 0.00 0.01 0.003 0 0.01 42.083 0.00 0.01 0.003 0 0.01 42.167 0.00 0.01 0.003 0 0.01 42.250 0.00 0.01 0.003 0 0.01 42.333 0.00 0.01 0.003 0 0.01 42.417 0.00 0.01 0.003 0 0.01 42.500 0.00 0.01 0.003 0 0.01 42.583 0.00 0.01 0.003 0 0.01 42.667 0.00 0.01 0.003 0 0.01 42.750 0.00 0.01 0.002 0 0.01 42.833 0.00 0.01 0.002 0 0.01 42.917 0.00 0.01 0.002 0 0.01 43.000 0.00 0.01 0.002 0 0.00 43.083 0.00 0.01 0.002 0 0.00 43.167 0.00 0.01 0.002 0 0.00 43.250 0.00 0.01 0.002 0 0.00 43.333 0.00 0.01 0.002 0 0.00 43.417 0.00 0.01 0.002 0 0.00 43.500 0.00 0.01 0.002 0 0.00 43.583 0.00 0.01 0.002 0 0.00 43.667 0.00 0.01 0.002 0 0.00 43.750 0.00 0.01 0.002 0 0.00 43.833 0.00 0.01 0.002 0 0.00 43.917 0.00 0.01 0.002 0 0.00 44.000 0.00 0.01 0.002 0 0.00 44.083 0.00 0.01 0.002 0 0.00 44.167 0.00 0.01 0.002 0 0.00 44.250 0.00 0.01 0.002 0 0.00 44.333 0.00 0.01 0.002 0 0.00 44.417 0.00 0.00 0.002 0 0.00 44.500 0.00 0.00 0.002 0 0.00 44.583 0.00 0.00 0.002 0 0.00 44.667 0.00 0.00 0.002 0 0.00 44.750 0.00 0.00 0.001 0 0.00 44.833 0.00 0.00 0.001 0 0.00 44.917 0.00 0.00 0.001 0 0.00 45.000 0.00 0.00 0.001 0 0.00 45.083 0.00 0.00 0.001 0 0.00 45.167 0.00 0.00 0.001 0 0.00 45.250 0.00 0.00 0.001 0 0.00 45.333 0.00 0.00 0.001 0 0.00 45.417 0.00 0.00 0.001 0 0.00 45.500 0.00 0.00 0.001 0 0.00 45.583 0.00 0.00 0.001 0 0.00 45.667 0.00 0.00 0.001 0 0.00 45.750 0.00 0.00 0.001 0 0.00 45.833 0.00 0.00 0.001 0 0.00 45.917 0.00 0.00 0.001 0 0.00 46.000 0.00 0.00 0.001 0 0.00 46.083 0.00 0.00 0.001 0 0.00 46.167 0.00 0.00 0.001 0 0.00 46.250 0.00 0.00 0.001 0 0.00 46.333 0.00 0.00 0.001 0 0.00 46.417 0.00 0.00 0.001 0 0.00 46.500 0.00 0.00 0.001 0 0.00 46.583 0.00 0.00 0.001 0 0.00 46.667 0.00 0.00 0.001 0 0.00 46.750 0.00 0.00 0.001 0 0.00 46.833 0.00 0.00 0.001 0 0.00 46.917 0.00 0.00 0.001 0 0.00 47.000 0.00 0.00 0.001 0 0.00 47.083 0.00 0.00 0.001 0 0.00 47.167 0.00 0.00 0.001 0 0.00 47.250 0.00 0.00 0.001 0 0.00 47.333 0.00 0.00 0.001 0 0.00 47.417 0.00 0.00 0.001 0 0.00 47.500 47.583 47.667 47.750 47.833 47.917 48.000 48.083 48.167 48.250 48.333 48.417 48.500 48.583 48.667 48.750 48.833 48.917 49.000 49.083 49.167 49.250 49.333 49.417 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals= 593 Time interval= 5.0 (Min.) Maximum/Peak flow rate= 6.248 (CFS) Total volume= 3.539 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) Vol (Ac. Ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 *********************************************************************** --------------------------------------------------------------- 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 -2018, Version 9.0 Study date 03/08/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardino County Synthetic Unit Hydrology Method Manual date -August 1986 Program License Serial Number 6484 DIVERSIFED-MAPLE AVE UH ANALYSIS-DEVELOPED CONDITION 25-YR STORM EVENT Storm Event Year= 25 Antecedent Moisture Condition 3 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 25 8.20 1 1.20 Rainfall data for year 25 8.20 Rainfall data for year 25 8.20 6 24 3.11 5.79 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm******** SCS curve SCS curve No. (AMCII) NO. (AMC 3) 32.0 52.0 Area (Ac.) 8.20 Area Fraction 1.000 Area-averaged adjusted loss rate Fm (In/Hr) Fp (Fig C6) Ap (In/Hr) (dee.) 0.785 0.100 0.079 ********* Area-Averaged low loss rate fraction, Yb ********** Area (Ac.) 0.82 7.38 Area Fract 0.100 0.900 SCS CN (AMC2) 32.0 98.0 SCS CN (AMC3) 52.0 98.0 s 9.23 0.20 Area-averaged catchment yield fraction, Y 0.883 Area-averaged low loss fraction, Yb= 0.117 Pervious Yield Fr 0.204 0.959 Fm (In/Hr) 0.079 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area= 8.20(Ac.) Catchment Lag time 0.134 hours Unit interval= 5.000 minutes Unit interval percentage of lag time= 62.1891 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.079(In/Hr) Average low loss rate fraction (Yb) = 0.117 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall= Computed peak 30-minute rainfall Specified peak 1-hour rainfall= Computed peak 3-hour rainfall= Specified peak 6-hour rainfall= Specified peak 24-hour rainfall= 0.444(In) 0.909(In) 1. 200 (In) 2.152(In) 3.ll0(In) 5.790(In) Rainfall depth area reduction factors: Usingatotalareaof 8.20(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall 0.444(In) 30-minute factor = 1.000 Adjusted rainfall 0.909(In) 1-hour factor 1.000 Adjusted rainfall 1. 200 (In) 3-hour factor = 1.000 Adjusted rainfall 2.152(In) 6-hour factor = 1.000 Adjusted rainfall 3.ll0(In) 24-hour factor = 1.000 Adjusted rainfall 5.790(In) U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval Number 1 2 3 4 5 6 Peak Unit Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 (K 'S' Graph Mean values 99.17 6.986 44.333 83.691 96.281 98.837 100.000 Unit Hydrograph ((CFS)) (CFS)) 6.928 37.037 39.031 12.485 2.535 1.153 Adjusted mass rainfall Unit rainfall (In) (In) 0.4440 0.4440 0.5858 0.1418 0.6890 0.1031 0.7730 0.0840 0.8451 0. 0722 0.9091 0.0639 0. 9669 0.0578 1. 0199 0.0530 1.0692 0.0492 1.1152 0.0460 1.1585 0.0433 1. 1995 0.0410 1.2517 0.0522 1.3020 0.0503 1.3507 0.0487 1.3978 0.0472 1.4436 0.0458 1.4882 0.0446 1.5316 0.0434 1.5740 0.0424 1.6153 0.0414 1.6558 0.0405 1.6954 0.0396 1.7342 0.0388 1. 7723 0.0381 1. 8096 0.0374 1.8463 0.0367 1.8824 0.0361 29 1.9178 0.0355 30 1.9527 0.0349 31 1.9871 0.0343 32 2.0209 0.0338 33 2.0542 0.0333 34 2.0871 0.0329 35 2.1195 0.0324 36 2.1515 0.0320 37 2.1831 0.0316 38 2.2142 0.0312 39 2.2450 0.0308 40 2.2754 0.0304 41 2.3055 0.0301 42 2.3352 0.0297 43 2.3646 0.0294 44 2.3937 0.0291 45 2.4225 0.0288 46 2.4509 0.0285 47 2.4791 0.0282 48 2.5070 0.0279 49 2.5346 0.0276 50 2.5620 0.0274 51 2.5891 0.0271 52 2.6160 0.0269 53 2.6426 0.0266 54 2.6690 0.0264 55 2.6951 0.0262 56 2.7210 0.0259 57 2.7468 0.0257 58 2. 7723 0.0255 59 2.7976 0.0253 60 2.8227 0.0251 61 2.8476 0.0249 62 2. 8723 0.0247 63 2.8968 0.0245 64 2.9212 0.0244 65 2.9454 0.0242 66 2. 9694 0.0240 67 2.9932 0.0238 68 3.0169 0.0237 69 3.0404 0.0235 70 3.0637 0.0233 71 3.0869 0.0232 72 3.1099 0.0230 73 3.1292 0.0193 74 3.1484 0.0191 75 3.1674 0.0190 76 3.1862 0.0189 77 3.2050 0.0187 78 3.2235 0.0186 79 3.2420 0.0185 80 3.2603 0.0183 81 3.2786 0.0182 82 3.2966 0.0181 83 3.3146 0.0180 84 3.3325 0.0178 85 3.3502 0.0177 86 3.3678 0.0176 87 3.3853 0.0175 88 3.4027 0.0174 89 3.4200 0.0173 90 3.4371 0.0172 91 3.4542 0.0171 92 3.4712 0.0170 93 3.4880 0.0169 94 3.5048 0.0168 95 3.5215 0.0167 96 3.5380 0.0166 97 3.5545 0.0165 98 3.5709 0.0164 99 3.5872 0.0163 100 3.6034 0.0162 101 3.6195 0.0161 102 3.6355 0.0160 103 3.6515 0.0159 104 3.6673 0.0159 105 3.6831 0.0158 106 3.6988 0.0157 107 3.7144 0.0156 108 3.7299 0.0155 109 3.7453 0.0154 110 3.7607 0.0154 111 3.7760 0.0153 112 3.7912 0.0152 113 3.8064 0.0151 114 3.8214 0.0151 115 3.8364 0.0150 116 3.8513 0.0149 117 3.8662 0.0149 118 3.8810 0.0148 119 3.8957 0.0147 120 3.9103 0.0146 121 3.9249 0.0146 122 3.9394 0.0145 123 3.9538 0.0144 124 3. 9682 0.0144 125 3.9825 0.0143 126 3. 9968 0.0143 127 4. 0110 0.0142 128 4.0251 0.0141 129 4.0392 0.0141 130 4.0532 0.0140 131 4.0671 0.0139 132 4.0810 0.0139 133 4.0949 0.0138 134 4.1086 0.0138 135 4.1224 0.0137 136 4.1360 0.0137 137 4.1496 0.0136 138 4.1632 0.0136 139 4.1767 0.0135 140 4.1901 0.0134 141 4.2035 0.0134 142 4.2169 0.0133 143 4.2301 0.0133 144 4.2434 0.0132 145 4.2566 0.0132 146 4.2697 0.0131 147 4.2828 0.0131 148 4.2958 0.0130 149 4.3088 0.0130 150 4.3218 0.0129 151 4.3346 0.0129 152 4.3475 0.0128 153 4.3603 0.0128 154 4.3730 0.0128 155 4.3858 0.0127 156 4.3984 0.0127 157 4.4110 0.0126 158 4.4236 0.0126 159 4.4361 0.0125 160 4.4486 0.0125 161 4.4611 0.0124 162 4.4735 0.0124 163 4.4858 0.0124 164 4.4982 0.0123 165 4.5104 0.0123 166 4.5227 0.0122 167 4.5349 0.0122 168 4.5470 0.0122 169 4.5591 0.0121 170 4.5712 0.0121 171 4.5832 0.0120 172 4.5952 0.0120 173 4. 6072 0.0120 174 4.6191 0.0119 175 4.6310 0.0119 176 4.6428 0. 0118 177 4.6547 0. 0118 178 4.6664 0. 0118 179 4.6782 0.0117 180 4.6899 0.0117 181 4.7015 0.0117 182 4.7132 0.0116 183 4.7247 0.0116 184 4.7363 0.0116 185 4.7478 0. 0115 186 4.7593 0. 0115 187 4. 7708 0. 0115 188 4.7822 0.0114 189 4.7936 0.0114 190 4.8049 0.0114 191 4.8163 0.0113 192 4.8275 0.0113 193 4.8388 0.0113 194 4.8500 0.0112 195 4.8612 0.0112 196 4. 8724 0.0112 197 4.8835 0.0111 198 4.8946 0.0111 199 4.9057 0.0111 200 4.9167 0. 0110 201 4. 9277 0. 0110 202 4.9387 0. 0110 203 4.9496 0.0109 204 4.9606 0.0109 205 4.9714 0.0109 206 4.9823 0.0109 207 4.9931 0.0108 208 5.0039 0.0108 209 5.0147 0.0108 210 5.0254 0.0107 211 5.0362 0.0107 212 5.0468 0.0107 213 5.0575 0.0107 214 5.0681 0.0106 215 5.0787 0.0106 216 5.0893 0.0106 217 5.0999 0.0106 218 5.1104 0.0105 219 5.1209 0.0105 220 5.1314 0.0105 221 5.1418 0.0104 222 5.1522 0.0104 223 5.1626 0.0104 224 5.1730 0.0104 225 5.1833 0.0103 226 5.1936 0.0103 227 5.2039 0.0103 228 5.2142 0.0103 229 5.2244 0.0102 230 5.2346 0.0102 231 5.2448 0.0102 232 5.2550 0.0102 233 5.2652 0.0101 234 5.2753 0.0101 235 5.2854 0.0101 236 5.2954 0.0101 237 5.3055 0.0100 238 5.3155 0.0100 239 5.3255 0.0100 240 5.3355 0.0100 241 5.3454 0.0100 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 Unit Period (number) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 5.3554 5.3653 5.3752 5.3850 5.3949 5.4047 5.4145 5.4243 5.4340 5.4438 5.4535 5.4632 5.4728 5.4825 5.4921 5.5017 5.5113 5.5209 5.5304 5.5400 5.5495 5.5590 5.5684 5.5779 5.5873 5.5967 5.6061 5.6155 5.6248 5.6341 5.6435 5.6527 5.6620 5.6713 5.6805 5.6897 5.6989 5.7081 5.7173 5.7264 5.7355 5.7447 5.7537 5.7628 5.7719 5.7809 5.7899 Unit Rainfall (In) 0.0090 0.0090 0.0091 0.0091 0.0091 0.0091 0.0092 0.0092 0.0092 0.0093 0.0093 0.0093 0.0093 0.0094 0.0094 0.0094 0.0095 0.0095 0.0095 0.0099 0.0099 0.0099 0.0099 0.0098 0.0098 0.0098 0.0098 0.0098 0.0097 0.0097 0.0097 0.0097 0. 0096 0. 0096 0. 0096 0. 0096 0. 0096 0.0095 0.0095 0.0095 0.0095 0.0095 0.0094 0.0094 0.0094 0.0094 0.0094 0.0093 0.0093 0.0093 0.0093 0.0093 0.0093 0.0092 0.0092 0.0092 0.0092 0.0092 0.0091 0.0091 0.0091 0.0091 0.0091 0.0091 0.0090 0.0090 Unit Soil-Loss (In) 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 Effective Rainfall (In) 0.0080 0.0080 0.0080 0.0080 0.0081 0.0081 0.0081 0.0081 0.0082 0.0082 0.0082 0.0082 0.0083 0.0083 0.0083 0.0083 0.0084 0.0084 0.0084 20 0.0095 0. 0011 0.0084 21 0. 0096 0. 0011 0.0085 22 0. 0096 0. 0011 0.0085 23 0. 0096 0. 0011 0.0085 24 0.0097 0. 0011 0.0085 25 0.0097 0. 0011 0.0086 26 0.0097 0. 0011 0.0086 27 0.0098 0. 0011 0.0086 28 0.0098 0. 0011 0.0087 29 0.0098 0. 0011 0.0087 30 0.0099 0.0012 0.0087 31 0.0099 0.0012 0.0088 32 0.0099 0.0012 0.0088 33 0.0100 0.0012 0.0088 34 0.0100 0.0012 0.0088 35 0.0100 0.0012 0.0089 36 0.0101 0.0012 0.0089 37 0.0101 0.0012 0.0089 38 0.0101 0.0012 0.0090 39 0.0102 0.0012 0.0090 40 0.0102 0.0012 0.0090 41 0.0103 0.0012 0.0091 42 0.0103 0.0012 0.0091 43 0.0103 0.0012 0.0091 44 0.0104 0.0012 0.0092 45 0.0104 0.0012 0.0092 46 0.0104 0.0012 0.0092 47 0.0105 0.0012 0.0093 48 0.0105 0.0012 0.0093 49 0.0106 0.0012 0.0093 50 0.0106 0.0012 0.0094 51 0.0107 0.0012 0.0094 52 0.0107 0.0012 0.0094 53 0.0107 0.0013 0.0095 54 0.0108 0.0013 0.0095 55 0.0108 0.0013 0. 0096 56 0.0109 0.0013 0. 0096 57 0.0109 0.0013 0. 0096 58 0.0109 0.0013 0.0097 59 0. 0110 0.0013 0.0097 60 0. 0110 0.0013 0.0098 61 0.0111 0.0013 0.0098 62 0.0111 0.0013 0.0098 63 0.0112 0.0013 0.0099 64 0.0112 0.0013 0.0099 65 0.0113 0.0013 0.0100 66 0.0113 0.0013 0.0100 67 0.0114 0.0013 0.0101 68 0.0114 0.0013 0.0101 69 0. 0115 0.0013 0.0101 70 0. 0115 0.0013 0.0102 71 0.0116 0.0014 0.0102 72 0.0116 0.0014 0.0103 73 0.0117 0.0014 0.0103 74 0.0117 0.0014 0.0104 75 0. 0118 0.0014 0.0104 76 0. 0118 0.0014 0.0105 77 0.0119 0.0014 0.0105 78 0.0120 0.0014 0.0106 79 0.0120 0.0014 0.0106 80 0.0121 0.0014 0.0107 81 0.0122 0.0014 0.0107 82 0.0122 0.0014 0.0108 83 0.0123 0.0014 0.0108 84 0.0123 0.0014 0.0109 85 0.0124 0.0014 0. 0110 86 0.0124 0.0015 0. 0110 87 0.0125 0.0015 0.0111 88 0.0126 0.0015 0.0111 89 0.0127 0.0015 0.0112 90 0.0127 0.0015 0.0112 91 0.0128 0.0015 0.0113 92 0.0128 0.0015 0.0113 93 0.0129 0.0015 0.0114 94 0.0130 0.0015 0. 0115 95 0.0131 0.0015 0.0116 96 0.0131 0.0015 0.0116 97 0.0132 0.0015 0.0117 98 0.0133 0.0015 0.0117 99 0.0134 0.0016 0. 0118 100 0.0134 0.0016 0.0119 101 0.0136 0.0016 0.0120 102 0.0136 0.0016 0.0120 103 0.0137 0.0016 0.0121 104 0.0138 0.0016 0.0122 105 0.0139 0.0016 0.0123 106 0.0139 0.0016 0.0123 107 0.0141 0.0016 0.0124 108 0.0141 0.0016 0.0125 109 0.0143 0.0017 0.0126 110 0.0143 0.0017 0.0126 111 0.0144 0.0017 0.0128 112 0.0145 0.0017 0.0128 113 0.0146 0.0017 0.0129 114 0.0147 0.0017 0.0130 115 0.0149 0.0017 0.0131 116 0.0149 0.0017 0.0132 117 0.0151 0.0018 0.0133 118 0.0151 0.0018 0.0134 119 0.0153 0.0018 0.0135 120 0.0154 0.0018 0.0136 121 0.0155 0.0018 0.0137 122 0.0156 0.0018 0.0138 123 0.0158 0.0018 0.0139 124 0.0159 0.0018 0.0140 125 0.0160 0.0019 0.0142 126 0.0161 0.0019 0.0142 127 0.0163 0.0019 0.0144 128 0.0164 0.0019 0.0145 129 0.0166 0.0019 0.0146 130 0.0167 0.0019 0.0147 131 0.0169 0.0020 0.0149 132 0.0170 0.0020 0.0150 133 0.0172 0.0020 0.0152 134 0.0173 0.0020 0.0153 135 0.0175 0.0020 0.0155 136 0.0176 0.0021 0.0156 137 0.0178 0.0021 0.0158 138 0.0180 0.0021 0.0159 139 0.0182 0.0021 0.0161 140 0.0183 0.0021 0.0162 141 0.0186 0.0022 0.0164 142 0.0187 0.0022 0.0165 143 0.0190 0.0022 0.0168 144 0.0191 0.0022 0.0169 145 0.0230 0.0027 0.0203 146 0.0232 0.0027 0.0205 147 0.0235 0.0027 0.0208 148 0.0237 0.0028 0.0209 149 0.0240 0.0028 0.0212 150 0.0242 0.0028 0.0214 151 0.0245 0.0029 0.0217 152 0.0247 0.0029 0.0218 153 0.0251 0.0029 0.0222 154 0.0253 0.0030 0.0224 155 0.0257 0.0030 0.0227 156 0.0259 0.0030 0.0229 157 0.0264 0.0031 0.0233 158 0.0266 0.0031 0.0235 159 0.0271 0.0032 0.0239 160 0.0274 0.0032 0.0242 161 0.0279 0.0033 0.0246 162 0.0282 0.0033 0.0249 163 0.0288 0.0034 0.0254 164 0.0291 0.0034 0.0257 165 0.0297 0.0035 0.0263 166 0.0301 0.0035 0.0266 167 0.0308 0.0036 0. 0272 168 0.0312 0.0036 0.0275 169 0.0320 0.0037 0.0283 170 0.0324 0.0038 0.0286 171 0.0333 0.0039 0.0295 172 0.0338 0.0039 0.0299 173 0.0349 0.0041 0.0308 174 0.0355 0.0041 0.0313 175 0.0367 0.0043 0.0324 176 0.0374 0.0044 0.0330 177 0.0388 0.0045 0.0343 178 0.0396 0.0046 0.0350 179 0.0414 0.0048 0.0365 180 0.0424 0.0049 0.0374 181 0.0446 0.0052 0.0394 182 0.0458 0.0053 0.0405 183 0.0487 0.0057 0.0430 184 0.0503 0.0059 0.0444 185 0.0410 0.0048 0.0362 186 0.0433 0.0051 0.0383 187 0.0492 0.0057 0.0435 188 0.0530 0.0062 0.0469 189 0.0639 0.0065 0.0574 190 0. 0722 0.0065 0.0656 191 0.1031 0.0065 0.0966 192 0.1418 0.0065 0.1353 193 0.4440 0.0065 0.4374 194 0.0840 0.0065 0.0775 195 0.0578 0.0065 0.0513 196 0.0460 0.0054 0.0407 197 0.0522 0.0061 0.0461 198 0.0472 0.0055 0.0417 199 0.0434 0.0051 0.0383 200 0.0405 0.0047 0.0357 201 0.0381 0.0044 0.0336 202 0.0361 0.0042 0.0319 203 0.0343 0.0040 0.0303 204 0.0329 0.0038 0.0290 205 0.0316 0.0037 0.0279 206 0.0304 0.0035 0.0269 207 0.0294 0.0034 0.0260 208 0.0285 0.0033 0.0251 209 0.0276 0.0032 0.0244 210 0.0269 0.0031 0.0237 211 0.0262 0.0030 0.0231 212 0.0255 0.0030 0.0225 213 0.0249 0.0029 0.0220 214 0.0244 0.0028 0.0215 215 0.0238 0.0028 0.0211 216 0.0233 0.0027 0.0206 217 0.0193 0.0022 0.0170 218 0.0189 0.0022 0.0167 219 0.0185 0.0022 0.0163 220 0.0181 0.0021 0.0160 221 0.0177 0.0021 0.0157 222 0.0174 0.0020 0.0154 223 0.0171 0.0020 0.0151 224 0.0168 0.0020 0.0148 225 0.0165 0.0019 0.0146 226 0.0162 0.0019 0.0143 227 0.0159 0.0019 0.0141 228 0.0157 0.0018 0.0139 229 0.0154 0.0018 0.0136 230 0.0152 0.0018 0.0134 231 0.0150 0.0017 0.0132 232 0.0148 0.0017 0.0131 233 0.0146 0.0017 0.0129 234 0.0144 0.0017 0.0127 235 0.0142 0.0017 0.0125 236 0.0140 0.0016 0.0124 237 0.0138 0.0016 0.0122 238 0.0137 0.0016 0.0121 239 0.0135 0.0016 0.0119 240 0.0133 0.0016 0. 0118 241 0.0132 0.0015 0.0116 242 0.0130 0.0015 0. 0115 243 0.0129 0.0015 0.0114 244 0.0128 0.0015 0.0113 245 0.0126 0.0015 0.0111 246 0.0125 0.0015 0. 0110 247 0.0124 0.0014 0.0109 248 0.0122 0.0014 0.0108 249 0.0121 0.0014 0.0107 250 0.0120 0.0014 0.0106 251 0.0119 0.0014 0.0105 252 0. 0118 0.0014 0.0104 253 0.0117 0.0014 0.0103 254 0.0116 0.0013 0.0102 255 0. 0115 0.0013 0.0101 256 0.0114 0.0013 0.0100 257 0.0113 0.0013 0.0099 258 0.0112 0.0013 0.0099 259 0.0111 0.0013 0.0098 260 0. 0110 0.0013 0.0097 261 0.0109 0.0013 0. 0096 262 0.0108 0.0013 0.0095 263 0.0107 0.0012 0.0095 264 0.0106 0.0012 0.0094 265 0.0106 0.0012 0.0093 266 0.0105 0.0012 0.0092 267 0.0104 0.0012 0.0092 268 0.0103 0.0012 0.0091 269 0.0102 0.0012 0.0090 270 0.0102 0.0012 0.0090 271 0.0101 0.0012 0.0089 272 0.0100 0.0012 0.0089 273 0.0100 0.0012 0.0088 274 0.0099 0.0012 0.0087 275 0.0098 0. 0011 0.0087 276 0.0098 0. 0011 0.0086 277 0.0097 0. 0011 0.0086 278 0. 0096 0. 0011 0.0085 279 0. 0096 0. 0011 0.0085 280 0.0095 0. 0011 0.0084 281 0.0094 0. 0011 0.0083 282 0.0094 0. 0011 0.0083 283 0.0093 0. 0011 0.0082 284 0.0093 0. 0011 0.0082 285 0.0092 0. 0011 0.0081 286 0.0092 0. 0011 0.0081 287 0.0091 0. 0011 0.0080 288 0.0091 0. 0011 0.0080 -------------------------------------------------------------------- Total soil rain loss= Total effective rainfall= 0.6l(In) 5.18(In) Peak flow rate in flood hydrograph = 23.46(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 -HOUR STORM R u n o f f Hydrograph in 5 Time(h+m) Volume Ac.Ft Q(CFS) 0 H y d r o g r a p h Minute intervals ((CFS)) 7.5 15.0 22.5 30.0 o+ 5 0.0004 0.06 Q 0+10 0.0028 0.35 Q 0+15 0.0074 0.66 Q 0+20 0.0126 0.76 VQ 0+25 0.0180 0.79 VQ 0+30 0.0235 0.80 VQ 0+35 0.0290 0.80 VQ 0+40 0.0346 0.80 VQ 0+45 0.0401 0.80 VQ 0+50 0.0457 0.81 VQ 0+55 0.0512 0.81 VQ 1+ 0 0.0568 0.81 VQ 1+ 5 0.0624 0.81 VQ 1+10 0.0681 0.82 VQ 1+15 0.0737 0.82 VQ 1+20 0.0794 0.82 VQ 1+25 0.0850 0.82 VQ 1+30 0.0907 0.83 Q 1+35 0.0965 0.83 Q 1+40 0.1022 0.83 Q 1+45 0.1079 0.83 Q 1+50 0.1137 0.84 Q 1+55 0.1195 0.84 Q 2+ 0 0.1253 0.84 Q 2+ 5 0.1311 0.85 Q 2+10 0.1370 0.85 Q 2+15 0.1428 0.85 Q 2+20 0.1487 0.85 Q 2+25 0.1546 0.86 Q 2+30 0.1605 0.86 Q 2+35 0.1665 0.86 Q 2+40 0. 1 724 0.87 Q 2+45 0.1784 0.87 QV 2+50 0.1844 0.87 QV 2+55 0.1904 0.87 QV 3+ 0 0. 1965 0.88 QV 3+ 5 0.2026 0.88 QV 3+10 0.2086 0.88 QV 3+15 0.2148 0.89 QV 3+20 0.2209 0.89 QV 3+25 0.2270 0.89 QV 3+30 0.2332 0.90 QV 3+35 0.2394 0.90 QV 3+40 0.2456 0.90 QV 3+45 0.2519 0.91 QV 3+50 0.2581 0.91 QV 3+55 0.2644 0.91 QV 4+ 0 0.2707 0.92 Q V 4+ 5 0.2771 0.92 Q V 4+10 0.2834 0.92 Q V 4+15 0.2898 0.93 Q V 4+20 0.2962 0.93 Q V 4+25 0.3027 0.93 Q V 4+30 0.3091 0.94 Q V 4+35 0.3156 0.94 Q V 4+40 0.3221 0.95 Q V 4+45 0.3287 0.95 Q V 4+50 0.3352 0.95 Q V 4+55 0.3418 0. 96 Q V 5+ 0 0.3484 0. 96 Q V 5+ 5 0.3551 0. 96 Q V 5+10 0.3617 0.97 Q V 5+15 0.3684 0.97 Q V 5+20 0.3752 0.98 Q V 5+25 0.3819 0.98 Q V 5+30 0.3887 0.99 Q V 5+35 0.3955 0.99 Q V 5+40 0.4024 0.99 Q V 5+45 0.4093 1. 00 Q V 5+50 0.4162 1. 00 Q V 5+55 0.4231 1. 01 Q V 6+ 0 0.4301 1. 01 Q V 6+ 5 0.4371 1. 02 Q V 6+10 0.4441 1. 02 Q V 6+15 0.4512 1. 03 Q V 6+20 0.4583 1. 03 Q V 6+25 0.4654 1. 04 Q V 6+30 0.4725 1. 04 Q V 6+35 0.4797 1. 05 Q V 6+40 0.4870 1. 05 Q V 6+45 0.4942 1. 06 Q V 6+50 0.5015 1. 06 Q V 6+55 0.5089 1. 07 Q V 7+ 0 0.5163 1. 07 Q V 7+ 5 0.5237 1. 08 Q V 7+10 0.5311 1. 08 Q V 7+15 0.5386 1. 09 Q V 7+20 0.5461 1. 09 Q V 7+25 0.5537 1. 10 Q V 7+30 0.5613 1. 10 Q V 7+35 0.5690 1. 11 Q V 7+40 0.5766 1. 12 Q V 7+45 0.5844 1. 12 Q V 7+50 0.5921 1. 13 Q V 7+55 0.6000 1. 13 Q V 8+ 0 0.6078 1. 14 Q V 8+ 5 0.6157 1. 15 Q V 8+10 0.6237 1. 15 Q V 8+15 0.6317 1. 16 Q V 8+20 0.6397 1. 1 7 Q V 8+25 0.6478 1. 1 7 Q V 8+30 0.6559 1. 18 Q V 8+35 0.6641 1. 19 Q V 8+40 0. 6723 1. 20 Q V 8+45 0.6806 1. 20 Q V 8+50 0.6890 1. 21 Q V 8+55 0.6973 1. 22 Q V 9+ 0 0.7058 1. 23 Q V 9+ 5 0.7143 1. 23 Q V 9+10 0.7228 1. 24 Q V 9+15 0.7314 1. 25 Q V 9+20 0.7401 1. 26 Q V 9+25 0.7488 1. 27 Q V 9+30 0.7576 1. 28 Q V 9+35 0.7665 1. 28 Q V 9+40 0.7754 1. 29 Q V 9+45 0.7843 1. 30 Q V 9+50 0.7934 1. 31 Q V 9+55 0.8025 1. 32 Q V 10+ 0 0.8116 1. 33 Q V 10+ 5 0.8209 1. 34 Q V 10+10 0.8302 1. 35 Q V 10+15 0.8395 1. 36 Q V 10+20 0.8490 1. 37 Q V 10+25 0.8585 1. 38 Q V 10+30 0.8681 1. 39 Q V 10+35 0.8778 1. 41 Q V 10+40 0.8876 1. 42 Q V 10+45 0.8974 1. 43 Q V 10+50 0.9073 1. 44 Q V 10+55 0.9173 1. 45 Q V 11+ 0 0.9274 1. 4 7 Q V 11+ 5 0.9376 1. 48 Q V 11+10 0.9479 1. 49 Q V 11+15 0.9583 1. 51 Q V 11+20 0.9688 1. 52 Q V 11+25 0.9793 1. 54 Q IV 11+30 0.9900 1. 55 Q IV 11+35 1.0008 1. 57 Q IV 11+40 1.0117 1. 58 Q IV 11+45 1.0227 1. 60 Q IV 11+50 1.0338 1. 61 Q IV 11+55 1.0450 1. 63 Q V 12+ 0 1.0564 1. 65 Q V 12+ 5 1.0680 1. 69 Q V 12+10 1.0806 1. 83 Q V 12+15 1.0942 1. 97 Q V 12+20 1.1081 2.03 Q V 12+25 1.1223 2.06 Q V 12+30 1.1367 2.08 Q V 12+35 1.1512 2.11 Q V 12+40 1.1658 2.13 Q V 12+45 1.1807 2.15 Q V 12+50 1. 1957 2.18 Q V 12+55 1.2108 2.20 Q V 13+ 0 1.2262 2.23 Q V 13+ 5 1.2417 2.26 Q V 13+10 1.2575 2.29 Q V 13+15 1.2734 2.32 Q V 13+20 1.2896 2.35 Q V 13+25 1.3060 2.38 Q V 13+30 1.3226 2.41 Q V 13+35 1.3395 2.45 Q V 13+40 1.3566 2.49 Q V 13+45 1.3740 2.53 Q V 13+50 1.3917 2.57 Q V 13+55 1.4097 2.61 Q V 14+ 0 1.4280 2.66 Q V 14+ 5 1.4466 2.70 Q V 14+10 1.4656 2.76 Q V 14+15 1.4850 2.81 Q V 14+20 1. 5047 2.87 Q V 14+25 1.5249 2.93 Q V 14+30 1.5456 3.00 Q V 14+35 1.5667 3.07 Q V 14+40 1.5884 3.15 Q V 14+45 1.6106 3.23 Q V 14+50 1.6334 3.32 Q V 14+55 1.6570 3.42 Q V 15+ 0 1.6813 3.53 Q V 15+ 5 1.7064 3.65 Q V 15+10 1.7324 3.78 Q V 15+15 1. 7 5 95 3.93 Q V 15+20 1.7878 4.11 Q V 15+25 1.8169 4.22 Q V 15+30 1.8446 4.03 Q V 15+35 1.8711 3.84 Q V 15+40 1.8990 4.04 Q V 15+45 1.9296 4.45 Q V 15+50 1. 964 7 5.09 Q V 15+55 2.0066 6.08 Q V 16+ 0 2.0614 7. 96 Q V 16+ 5 2.1498 12.83 Q V 16+10 2.3113 23.46 V Q 16+15 2.4649 22.31 V Q 16+20 2.5415 11.12 Q V 16+25 2.5833 6.06 Q V 16+30 2. 61 72 4.92 Q V 16+35 2.6470 4.33 Q V 16+40 2.6748 4.03 Q V 16+45 2.7005 3.74 Q V 16+50 2.7246 3.50 Q V 16+55 2.7473 3.29 Q IV 17+ 0 2.7688 3.12 Q IV 17+ 5 2.7893 2.98 Q IV 17+10 2.8089 2.85 Q IV 17+15 2.8278 2.74 Q IV 17+20 2.8460 2.64 Q I V 17+25 2.8636 2.55 Q I V 17+30 2.8806 2.47 Q I V 17+35 2.8972 2.40 Q I V 17+40 2.9133 2.34 Q I V 17+45 2.9289 2.28 Q I V 17+50 2.9442 2.22 Q V 17+55 2.9592 2.17 Q V 18+ 0 2.9738 2.12 Q V 18+ 5 2.9879 2.05 Q V 18+10 3.0010 1. 89 Q V 18+15 3.0129 1. 73 Q V 18+20 3.0243 1. 65 Q V 18+25 3.0354 1. 61 Q V 18+30 3.0462 1. 58 Q V 18+35 3.0569 1. 54 Q V 18+40 3.0673 1. 52 Q V 18+45 3.0775 1. 49 Q V 18+50 3.0876 1. 46 Q V 18+55 3.0975 1. 44 Q V 19+ 0 3.1072 1. 41 Q V 19+ 5 3.1168 1. 39 Q V 19+10 3.1262 1. 37 Q V 19+15 3.1355 1. 35 Q V 19+20 3.1446 1. 33 Q V 19+25 3.1537 1. 31 Q V 19+30 3.1625 1. 29 Q V 19+35 3.1713 1. 27 Q V 19+40 3.1799 1. 25 Q V 19+45 3.1885 1. 24 Q V 19+50 3.1969 1. 22 Q V 19+55 3.2052 1. 21 Q V 20+ 0 3.2134 1. 19 Q V 20+ 5 3.2215 1. 18 Q V 20+10 3.2296 1. 16 Q V 20+15 3.2375 1. 15 Q V 20+20 3.2453 1. 14 Q V 20+25 3.2531 1. 13 Q V 20+30 3.2608 1. 11 Q V 20+35 3.2684 1. 10 Q V 20+40 3.2759 1. 09 Q V 20+45 3.2833 1. 08 Q V 20+50 3.2907 1. 07 Q V 20+55 3.2979 1. 06 Q V 21+ 0 3.3052 1. 05 Q V 21+ 5 3.3123 1. 04 Q V 21+10 3.3194 1. 03 Q V 21+15 3.3264 1. 02 Q V 21+20 3.3334 1. 01 Q V 21+25 3.3403 1. 00 Q V 21+30 3.3471 0.99 Q V 21+35 3.3539 0.98 Q V 21+40 3.3606 0.98 Q V 21+45 3.3673 0.97 Q V 21+50 3.3739 0. 96 Q V 21+55 3.3804 0.95 Q V 22+ 0 3.3869 0.94 Q V 22+ 5 3.3934 0.94 Q V 22+10 3.3998 0.93 Q V 22+15 3.4061 0.92 Q V 22+20 3.4124 0.92 Q V 22+25 3.4187 0.91 Q V 22+30 3.4249 0.90 Q V 22+35 3.4311 0.90 Q V 22+40 3. 4372 0.89 Q V 22+45 3.4433 0.88 Q V 22+50 3.4493 0.88 Q V 22+55 3.4553 0.87 Q V 23+ 0 3.4612 0.86 Q V 23+ 5 3.4672 0.86 Q V 23+10 3.4730 0.85 Q V 23+15 3.4789 0.85 Q V 23+20 3.4847 0.84 Q V 23+25 3.4904 0.84 Q V 23+30 3.4961 0.83 Q V 23+35 3.5018 0.83 Q V 23+40 3.5075 0.82 Q V 23+45 3.5131 0.82 IQ VI 23+50 3.5187 0.81 IQ VI 23+55 3.5242 0.81 IQ VI 24+ 0 3.5298 0.80 IQ VI 24+ 5 3.5349 0.74 Q VI 24+10 3.5379 0.44 Q VI 24+15 3.5388 0.13 Q VI 24+20 3.5390 0.03 Q VI 24+25 3.5391 0.01 Q V ----------------------------------------------------------------------- Time (Hours) 0.083 0.167 FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 -2018 Study date: 08/02/24 DIVERSIFIED MAPLE AVE CHAMBER ROUTING 8" OUTLET PIPE 10 YR STORM Program License Serial Number 6484 ********************* HYDROGRAPH INFORMATION********************** From study/file name: MAPLE-UH Dev-l0yr.rte ****************************HYDROGRAPH DATA**************************** Number of intervals= 293 Time interval= 5.0 (Min.) Maximum/Peak flow rate 18.899 (CFS) Total volume= 2.858 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) Vol (Ac. Ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 0.000 to Point/Station 1.000 **** RETARDING BASIN ROUTING**** User entry of depth-outflow-storage data Total number of inflow hydrograph intervals= 293 Hydrograph time unit= 5.000 (Min.) Initial depth in storage basin= 0.00(Ft.) Initial basin depth= Initial basin storage= Initial basin outflow= 0. 0 0 (Ft.) 0. 00 (Ac. Ft) 0.00 (CFS) Depth vs. Storage and Depth vs. Discharge data: Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft) 0.000 0.500 2.500 4.500 4.800 0.000 0.230 1.200 1.980 2.060 0.000 0.520 1.200 1.200 1.200 0.000 0.228 1.196 1.976 2.056 0.000 0.232 1.204 1.984 2.064 Hydrograph Detention Basin Routing Graph values: 'I'= unit inflow; 'O'=outflow at time shown Inflow (CFS) 0.04 0.28 Outflow (CFS) 0.00 0.00 Storage (Ac. Ft) . 0 0.000 0 0.001 0 4.7 I I 9.45 I I 14.17 I I Depth 18. 90 (Ft.) I o. oo I o. oo 0.250 0.54 0.01 0.004 0 0.01 0.333 0.62 0.02 0.008 OI 0.02 0.417 0.64 0.03 0.012 OI 0.03 0.500 0.65 0.04 0.016 OI 0.04 0.583 0.65 0.05 0.021 OI 0.04 0.667 0.65 0.06 0.025 OI 0.05 0.750 0.65 0.06 0.029 OI 0.06 0.833 0.65 0.07 0.033 OI 0.07 0.917 0.66 0.08 0.037 OI 0.08 1.000 0.66 0.09 0.041 OI 0.09 1.083 0.66 0.10 0.045 OI 0.10 1.167 0.66 0.11 0.048 OI 0.11 1.250 0.66 0.12 0.052 OI 0.11 1.333 0.67 0.13 0.056 OI 0.12 1.417 0.67 0.13 0.060 OI 0.13 1.500 0.67 0.14 0.063 OI 0.14 1.583 0.67 0.15 0.067 OI 0.15 1.667 0.68 0.16 0.070 OI 0.15 1. 7 50 0.68 0.17 0.074 OI 0.16 1.833 0.68 0.18 0.077 OI 0.17 1.917 0.68 0.18 0.081 OI 0.18 2.000 0.68 0.19 0.084 OI 0.18 2.083 0.69 0.20 0.088 OI 0.19 2.167 0.69 0.21 0.091 OI 0.20 2.250 0.69 0.21 0.094 OI 0.21 2.333 0.69 0.22 0.098 OI 0.21 2.417 0.69 0.23 0.101 OI 0.22 2.500 0.70 0.24 0.104 OI 0.23 2.583 0.70 0.24 0.107 OI 0.23 2.667 0.70 0.25 0.110 OI 0.24 2.750 0.70 0.26 0.113 OI 0.25 2.833 0.71 0.26 0.117 OI 0.25 2.917 0.71 0.27 0.120 OI 0.26 3.000 0.71 0.28 0.123 OI 0.27 3.083 0.71 0.28 0.126 OI 0.27 3.167 0. 72 0.29 0.128 OI 0.28 3.250 0. 72 0.30 0.131 OI 0.29 3.333 0. 72 0.30 0.134 OI 0.29 3.417 0. 72 0.31 0.137 OI 0.30 3.500 0.73 0.32 0.140 OI 0.30 3.583 0.73 0.32 0.143 OI 0.31 3.667 0.73 0.33 0.146 OI 0.32 3.750 0.73 0.34 0.148 OI 0.32 3.833 0.74 0.34 0.151 OI 0.33 3.917 0.74 0.35 0.154 OI 0.33 4.000 0.74 0.35 0.157 OI 0.34 4.083 0.75 0.36 0.159 OI 0.35 4.167 0.75 0.37 0.162 OI 0.35 4.250 0.75 0.37 0.164 OI 0.36 4.333 0.75 0.38 0.167 OI 0.36 4.417 0.76 0.38 0.170 OI 0.37 4.500 0.76 0.39 0 .172 OI 0.37 4.583 0.76 0.40 0.175 OI 0.38 4.667 0. 77 0.40 0 .177 OI 0.39 4.750 0. 77 0.41 0.180 OI 0.39 4.833 0. 77 0.41 0.182 OI 0.40 4.917 0.78 0.42 0.185 OI 0.40 5.000 0.78 0.42 0.187 OI 0.41 5.083 0.78 0.43 0.190 OI 0.41 5.167 0.79 0.43 0.192 OI 0.42 5.250 0.79 0.44 0.194 OI 0.42 5.333 0.79 0.45 0.197 OI 0.43 5.417 0.80 0.45 0.199 OI 0.43 5.500 0.80 0.46 0.202 OI 0.44 5.583 0.80 0.46 0.204 OI 0.44 5.667 0.81 0.47 0.206 OI 0.45 5.750 0.81 0.47 0.209 OI 0.45 5.833 0.81 0.48 0.211 OI 0.46 5.917 0.82 0.48 0.213 OI 0.46 6.000 0.82 0.49 0.216 OI 0.47 6.083 0.82 0.49 0.218 OI 0.47 6.167 0.83 0.50 0.220 OI 0.48 6.250 0.83 0.50 0.222 OI 0.48 6.333 0.83 0.51 0.225 OI 0.49 6.417 0.84 0.51 0.227 OI 0.49 6.500 0.84 0.52 0.229 OI 0.50 6.583 0.85 0.52 0.231 OI 0.50 6.667 0.85 0.52 0.234 OI 0.51 6.750 0.85 0.52 0.236 OI 0.51 6.833 0.86 0.53 0.238 OI 0.52 6.917 0.86 0.53 0.240 OI 0.52 7.000 0.87 0.53 0.243 OI 0.53 7.083 0.87 0.53 0.245 OI 0.53 7.167 0.88 0.53 0.248 OI 0.54 7.250 0.88 0.53 0.250 OI 0.54 7.333 0.89 0.54 0.252 OI 0.55 7.417 0.89 0.54 0.255 OI 0.55 7.500 0.89 0.54 0.257 OI 0.56 7.583 0.90 0.54 0.260 OI 0.56 7.667 0.90 0.54 0.262 OI 0.57 7.750 0.91 0.54 0.265 OI 0.57 7.833 0.91 0.55 0.267 OI 0.58 7.917 0.92 0.55 0.270 OI 0.58 8.000 0.92 0.55 0. 272 OI 0.59 8.083 0.93 0.55 0.275 OI 0.59 8.167 0.93 0.55 0. 277 OI 0.60 8.250 0.94 0.56 0.280 OI 0.60 8.333 0.95 0.56 0.283 OI 0.61 8.417 0.95 0.56 0.285 OI 0.61 8.500 0. 96 0.56 0.288 OI 0.62 8.583 0. 96 0.56 0.291 OI 0.63 8.667 0.97 0.56 0.294 OI 0.63 8.750 0.97 0.57 0. 296 OI 0.64 8.833 0.98 0.57 0.299 OI 0.64 8.917 0.99 0.57 0.302 OI 0.65 9.000 0.99 0.57 0.305 OI 0.65 9.083 1. 00 0.57 0.308 OI 0.66 9.167 1. 01 0.58 0.311 OI 0.67 9.250 1. 01 0.58 0.314 OI 0.67 9.333 1. 02 0.58 0.317 OI 0.68 9.417 1. 03 0.58 0.320 OI 0.69 9.500 1. 03 0.59 0.323 OI 0.69 9.583 1. 04 0.59 0.326 OI 0.70 9.667 1. 05 0.59 0.329 OI 0.70 9.750 1. 05 0.59 0.332 0 0.71 9.833 1. 06 0.59 0.335 0 0. 72 9.917 1. 07 0.60 0.339 0 0. 72 10.000 1. 08 0.60 0.342 0 0.73 10.083 1. 09 0.60 0.345 0 0.74 10.167 1. 09 0.60 0.349 0 0.74 10.250 1. 10 0.61 0.352 0 0.75 10.333 1. 11 0.61 0.356 0 0.76 10.417 1. 12 0.61 0.359 0 0. 77 10.500 1. 13 0.61 0.363 0 0. 77 10.583 1. 14 0.62 0.366 0 0.78 10.667 1. 15 0.62 0.370 0 0.79 10.750 1. 16 0.62 0.373 0 0.80 10.833 1. 1 7 0.62 0. 377 0 0.80 10.917 1. 18 0.63 0.381 0 0.81 11.000 1. 19 0.63 0.385 OI 0.82 11.083 1. 20 0.63 0.389 OI 0.83 11.167 1. 21 0.63 0.392 OI 0.83 11.250 1. 22 0.64 0. 396 OI 0.84 11.333 1. 23 0.64 0.400 OI 0.85 11.417 1. 24 0.64 0.405 OI 0.86 11.500 1. 25 0.65 0.409 OI 0.87 11.583 1. 27 0.65 0.413 OI 0.88 11.667 1. 28 0.65 0.417 OI 0.89 11.750 1. 29 0.65 0.422 OI 0.90 11.833 1. 31 0.66 0.426 OI 0.90 11.917 1. 32 0.66 0.431 OI 0.91 12.000 1. 33 0.66 0.435 OI 0.92 12.083 1. 37 0.67 0.440 OI 0.93 12.167 1. 48 0.67 0.445 OI 0.94 12.250 1. 61 0.67 0.451 OI 0. 96 12.333 1. 66 0.68 0.458 OI 0.97 12.417 1. 68 0.68 0.464 OI 0.98 12.500 1. 70 0.69 0.471 OI 1. 00 12.583 1. 72 0.69 0.478 OI 1. 01 12.667 1. 74 0.70 0.485 OI 1. 03 12.750 1. 76 0.70 0.493 OI 1. 04 12.833 1. 78 0.71 0.500 0 I 1. 06 12.917 1. 80 0.71 0.507 0 I 1. 07 13.000 1. 82 0. 72 0.515 0 I 1. 09 13.083 1. 84 0. 72 0.522 0 I 1. 10 13.167 1. 86 0.73 0.530 0 I 1. 12 13.250 1. 89 0.74 0.538 0 I 1. 14 13.333 1. 91 0.74 0.546 0 I 1. 15 13.417 1. 94 0.75 0.554 0 I 1. 1 7 13.500 1. 96 0.75 0.562 0 I 1. 19 13.583 1. 99 0.76 0.571 0 I 1. 20 13.667 2.02 0.76 0.579 0 I 1. 22 13.750 2.05 0. 77 0.588 0 I 1. 24 13.833 2.09 0.78 0.597 0 I 1. 26 13.917 2.12 0.78 0.606 0 I 1. 28 14.000 2.16 0.79 0.615 0 I 1. 29 14.083 2.20 0.80 0.625 0 I 1. 31 14.167 2.24 0.80 0.635 0 I 1. 33 14.250 2.28 0.81 0.645 0 I 1. 36 14.333 2.33 0.82 0.655 0 I 1. 38 14.417 2.38 0.83 0.666 0 I 1. 40 14.500 2.43 0.83 0.676 0 I 1. 42 14.583 2.49 0.84 0.688 0 I 1. 44 14.667 2.55 0.85 0.699 0 I 1. 4 7 14.750 2.61 0.86 0.711 0 I 1. 49 14.833 2.69 0.87 0. 723 0 I 1. 52 14.917 2.76 0.87 0.736 0 I 1. 54 15.000 2.85 0.88 0.749 0 I 1. 57 15.083 2.95 0.89 0.763 0 I 1. 60 15.167 3.05 0.90 0. 778 0 I 1. 63 15.250 3.17 0.91 0.793 0 I 1. 66 15.333 3.31 0.93 0.809 0 I 1. 69 15.417 3.40 0.94 0.826 0 I 1. 73 15.500 3.22 0.95 0.842 0 I 1. 76 15.583 3.06 0. 96 0.857 0 I 1. 79 15.667 3.21 0.97 0. 872 0 I 1. 82 15.750 3.52 0.98 0.888 0 I 1. 86 15.833 4.00 0.99 0.907 0 I 1. 90 15.917 4.74 1. 01 0.931 0 I 1. 94 16.000 6.25 1. 03 0. 961 0 I I 2.01 16.083 10.22 1. 07 1.011 0 I I 2.11 16.167 18.90 1. 13 1.104 0 I I 2.30 16.250 17.97 1. 20 1.222 0 I I 2.56 16.333 8.88 1. 20 1.307 0 I I 2. 77 16.417 4.81 1. 20 1.345 0 I 2.87 16.500 3.93 1. 20 1.367 0 I 2.93 16.583 3.48 1. 20 1.385 0 I 2.97 16.667 3.25 1. 20 1.399 0 I 3.01 16.750 3.02 1. 20 1.413 0 I 3.05 16.833 2.83 1. 20 1.425 0 I 3.08 16.917 2.67 1. 20 1.435 0 I 3.10 17.000 2.53 1. 20 1.445 0 I 3.13 17.083 2.41 1. 20 1.454 0 I 3.15 17.167 2.31 1. 20 1.462 OI 3.17 17.250 2.22 1. 20 1.469 OI 3.19 17.333 2.15 1. 20 1. 4 76 OI 3.21 17.417 2.08 1. 20 1.482 OI 3.22 17.500 2.01 1. 20 1.488 OI 3.24 17.583 1. 96 1. 20 1.493 OI 3.25 17.667 1. 90 1. 20 1.498 OI 3.26 17.750 1. 85 1. 20 1.503 OI 3.28 17.833 1. 81 1. 20 1.507 OI 3.29 17.917 1. 77 1. 20 1.511 0 3.30 18.000 1. 73 1. 20 1.515 0 3.31 18.083 1. 67 1. 20 1. 519 0 3.32 18.167 1. 54 1. 20 1.521 0 3.32 18.250 1. 40 1. 20 1.523 0 3.33 18.333 1. 34 1. 20 1.525 0 3.33 18.417 1. 30 1. 20 1.525 0 3.33 18.500 1. 27 1. 20 1.526 0 3.34 18.583 1. 25 1. 20 1.526 0 3.34 18.667 1. 23 1. 20 1.527 0 3.34 18.750 1. 20 1. 20 1.527 0 3.34 18.833 1. 18 1. 20 1.527 0 3.34 18.917 1. 16 1. 20 1.527 IO 3.34 19.000 1. 14 1. 20 1.526 IO 3.34 19.083 1. 12 1. 20 1.526 IO 3.34 19.167 1. 11 1. 20 1.525 IO 3.33 19.250 1. 09 1. 20 1.524 IO 3.33 19.333 1. 07 1. 20 1.524 IO 3.33 19.417 1. 06 1. 20 1.523 IO 3.33 19.500 1. 04 1. 20 1.522 IO 3.32 19.583 1. 03 1. 20 1.521 IO 3.32 19.667 1. 02 1. 20 1. 519 IO 3.32 19.750 1. 00 1. 20 1.518 IO 3.32 19.833 0.99 1. 20 1.517 IO 3.31 19.917 0.98 1. 20 1.515 IO 3.31 20.000 0.97 1. 20 1.514 IO 3.30 20.083 0.95 1. 20 1.512 IO 3.30 20.167 0.94 1. 20 1.510 IO 3.30 20.250 0.93 1. 20 1.508 IO 3.29 20.333 0.92 1. 20 1.507 IO 3.29 20.417 0.91 1. 20 1.505 IO 3.28 20.500 0.90 1. 20 1.503 IO 3.28 20.583 0.89 1. 20 1.500 IO 3.27 20.667 0.88 1. 20 1.498 IO 3.26 20.750 0.87 1. 20 1. 496 IO 3.26 20.833 0.87 1. 20 1.494 IO 3.25 20.917 0.86 1. 20 1.491 IO 3.25 21.000 0.85 1. 20 1.489 IO 3.24 21.083 0.84 1. 20 1.487 IO 3.24 21.167 0.83 1. 20 1.484 IO 3.23 21.250 0.83 1. 20 1.482 IO 3.22 21.333 0.82 1. 20 1. 4 79 IO 3.22 21.417 0.81 1. 20 1. 4 76 IO 3.21 21.500 0.80 1. 20 1. 4 74 IO 3.20 21.583 0.80 1. 20 1. 4 71 IO 3.19 21.667 0.79 1. 20 1.468 IO 3.19 21.750 0.78 1. 20 1.465 IO 3.18 21.833 0.78 1. 20 1.462 IO 3.17 21.917 0. 77 1. 20 1.459 IO 3.17 22.000 0. 77 1. 20 1.456 IO 3.16 22.083 0.76 1. 20 1.453 IO 3.15 22.167 0.75 1. 20 1.450 IO 3.14 22.250 0.75 1. 20 1. 44 7 IO 3.13 22.333 0.74 1. 20 1.444 IO 3.13 22.417 0.74 1. 20 1.441 IO 3.12 22.500 0.73 1. 20 1.438 IO 3.11 22.583 0.73 1. 20 1.435 IO 3.10 22.667 0. 72 1. 20 1.431 IO 3.09 22.750 0. 72 1. 20 1.428 IO 3.08 22.833 0.71 1. 20 1.425 IO 3.08 22.917 0.71 1. 20 1.421 IO 3.07 23.000 0.70 1. 20 1.418 IO 3.06 23.083 0.70 1. 20 1.414 IO 3.05 23.167 0.69 1. 20 1.411 IO 3.04 23.250 0.69 1. 20 1.407 IO 3.03 23.333 0.68 1. 20 1.404 IO 3.02 23.417 0.68 1. 20 1.400 IO 3.01 23.500 0.67 1. 20 1.397 IO 3.00 23.583 0.67 1. 20 1.393 IO 2.99 23.667 0.67 1. 20 1.389 IO 2.99 23.750 0.66 1. 20 1.386 IO 2.98 23.833 0.66 1. 20 1.382 IO 2.97 23.917 0.65 1. 20 1.378 I IO 2. 96 24.000 0.65 1. 20 1.374 I IO 2.95 24.083 0.60 1. 20 1.370 I IO 2.94 24.167 0.36 1. 20 1.365 I 0 2.92 24.250 0.11 1. 20 1.359 I 0 2.91 24.333 0.02 1. 20 1.351 I 0 2.89 24.417 0.01 1. 20 1.343 I 0 2.87 24.500 0.00 1. 20 1.335 I 0 2.85 24.583 0.00 1. 20 1.326 I 0 2.82 24.667 0.00 1. 20 1.318 I 0 2.80 24.750 0.00 1. 20 1.310 I 0 2.78 24.833 0.00 1. 20 1.302 I 0 2.76 24.917 0.00 1. 20 1.293 I 0 2.74 25.000 0.00 1. 20 1.285 I 0 2. 72 25.083 0.00 1. 20 1. 277 I 0 2.70 25.167 0.00 1. 20 1.268 I 0 2.68 25.250 0.00 1. 20 1.260 I 0 2.65 25.333 0.00 1. 20 1.252 I 0 2.63 25.417 0.00 1. 20 1.244 I 0 2.61 25.500 0.00 1. 20 1.235 I 0 2.59 25.583 0.00 1. 20 1.227 I 0 2.57 25.667 0.00 1. 20 1. 219 I 0 2.55 25.750 0.00 1. 20 1.211 I 0 2.53 25.833 0.00 1. 20 1.202 I 0 2.51 25.917 0.00 1. 20 1. 194 I 0 2.49 26.000 0.00 1. 19 1.186 I 0 2.47 26.083 0.00 1. 18 1.178 I 0 2.45 26.167 0.00 1. 18 1.170 IO 2.44 26.250 0.00 1. 1 7 1.161 IO 2.42 26.333 0.00 1. 1 7 1.153 IO 2.40 26.417 0.00 1. 16 1.145 IO 2.39 26.500 0.00 1. 16 1.137 IO 2.37 26.583 0.00 1. 15 1.129 IO 2.35 26.667 0.00 1. 15 1.122 IO 2.34 26.750 0.00 1. 14 1.114 IO 2.32 26.833 0.00 1. 13 1.106 IO 2.31 26.917 0.00 1. 13 1.098 IO 2.29 27.000 0.00 1. 12 1.090 IO 2.27 27.083 0.00 1. 12 1.083 IO 2.26 27.167 0.00 1. 11 1. 07 5 IO 2.24 27.250 0.00 1. 11 1.067 IO 2.23 27.333 0.00 1. 10 1.060 IO 2.21 27.417 0.00 1. 10 1.052 IO 2.20 27.500 0.00 1. 09 1.045 IO 2.18 27.583 0.00 1. 09 1.037 IO 2.16 27.667 0.00 1. 08 1.030 IO 2.15 27.750 0.00 1. 08 1.022 IO 2.13 27.833 0.00 1. 07 1.015 IO 2.12 27.917 0.00 1. 07 1.007 IO 2.10 28.000 0.00 1. 06 1.000 IO 2.09 28.083 0.00 1. 05 0.993 IO 2.07 28.167 0.00 1. 05 0.986 IO 2.06 28.250 0.00 1. 04 0.978 IO 2.04 28.333 0.00 1. 04 0.971 IO 2.03 28.417 0.00 1. 03 0. 964 IO 2.01 28.500 0.00 1. 03 0.957 IO 2.00 28.583 0.00 1. 02 0.950 IO 1. 98 28.667 0.00 1. 02 0.943 IO 1. 97 28.750 0.00 1. 01 0.936 IO 1. 96 28.833 0.00 1. 01 0.929 IO 1. 94 28.917 0.00 1. 01 0.922 IO 1. 93 29.000 0.00 1. 00 0.915 IO 1. 91 29.083 0.00 1. 00 0.908 IO 1. 90 29.167 0.00 0.99 0.901 IO 1. 88 29.250 0.00 0.99 0.895 IO 1. 87 29.333 0.00 0.98 0.888 IO 1. 86 29.417 0.00 0.98 0.881 IO 1. 84 29.500 0.00 0.97 0.874 IO 1. 83 29.583 0.00 0.97 0.868 IO 1. 81 29.667 0.00 0. 96 0.861 IO 1. 80 29.750 0.00 0. 96 0.854 IO 1. 79 29.833 0.00 0.95 0.848 IO 1. 77 29.917 0.00 0.95 0.841 IO 1. 76 30.000 0.00 0.94 0.835 IO 1. 7 5 30.083 0.00 0.94 0.828 IO 1. 73 30.167 0.00 0.93 0.822 IO 1. 72 30.250 0.00 0.93 0.815 IO 1. 71 30.333 0.00 0.93 0.809 IO 1. 69 30.417 0.00 0.92 0.803 IO 1. 68 30.500 0.00 0.92 0. 796 IO 1. 67 30.583 0.00 0.91 0.790 IO 1. 65 30.667 0.00 0.91 0.784 IO 1. 64 30.750 0.00 0.90 0. 777 IO 1. 63 30.833 0.00 0.90 0. 771 IO 1. 62 30.917 0.00 0.90 0.765 IO 1. 60 31.000 0.00 0.89 0.759 IO 1. 59 31.083 0.00 0.89 0.753 IO 1. 58 31.167 0.00 0.88 0.747 IO 1. 57 31.250 0.00 0.88 0.741 IO 1. 55 31.333 0.00 0.87 0.735 IO 1. 54 31.417 0.00 0.87 0. 729 IO 1. 53 31.500 0.00 0.87 0. 723 IO 1. 52 31.583 0.00 0.86 0.717 IO 1.50 31.667 0.00 0.86 0.711 IO 1. 49 31.750 0.00 0.85 0.705 IO 1. 48 31.833 0.00 0.85 0.699 IO 1. 4 7 31.917 0.00 0.84 0.693 IO 1. 46 32.000 0.00 0.84 0.687 IO 1. 44 32.083 0.00 0.84 0.682 IO 1. 43 32.167 0.00 0.83 0.676 IO 1. 42 32.250 0.00 0.83 0.670 IO 1. 41 32.333 0.00 0.82 0.664 IO 1. 40 32.417 0.00 0.82 0.659 IO 1. 38 32.500 0.00 0.82 0.653 IO 1. 37 32.583 0.00 0.81 0.648 IO 1. 36 32.667 0.00 0.81 0.642 IO 1. 35 32.750 0.00 0.80 0.636 IO 1. 34 32.833 0.00 0.80 0.631 IO 1. 33 32.917 0.00 0.80 0.625 IO 1. 32 33.000 0.00 0.79 0.620 IO 1. 30 33.083 0.00 0.79 0.614 IO 1. 29 33.167 0.00 0.79 0.609 IO 1. 28 33.250 0.00 0.78 0.604 IO 1. 27 33.333 0.00 0.78 0.598 IO 1. 26 33.417 0.00 0. 77 0.593 IO 1. 25 33.500 0.00 0. 77 0.588 IO 1. 24 33.583 0.00 0. 77 0.582 IO 1. 23 33.667 0.00 0.76 0. 577 IO 1. 22 33.750 0.00 0.76 0. 572 IO 1. 20 33.833 0.00 0.76 0.567 IO 1. 19 33.917 0.00 0.75 0.561 IO 1. 18 34.000 0.00 0.75 0.556 IO 1. 1 7 34.083 0.00 0.75 0.551 IO 1. 16 34.167 0.00 0.74 0.546 IO 1. 15 34.250 0.00 0.74 0.541 IO 1. 14 34.333 0.00 0.73 0.536 IO 1. 13 34.417 0.00 0.73 0.531 IO 1. 12 34.500 0.00 0.73 0.526 IO 1. 11 34.583 0.00 0. 72 0.521 IO 1. 10 34.667 0.00 0. 72 0.516 IO 1. 09 34.750 0.00 0. 72 0.511 IO 1. 08 34.833 0.00 0.71 0.506 IO 1. 07 34.917 0.00 0.71 0.501 IO 1. 06 35.000 0.00 0.71 0. 496 IO 1. 05 35.083 0.00 0.70 0.491 IO 1. 04 35.167 0.00 0.70 0.486 IO 1. 03 35.250 0.00 0.70 0.482 IO 1. 02 35.333 0.00 0.69 0. 477 IO 1. 01 35.417 0.00 0.69 0. 472 IO 1. 00 35.500 0.00 0.69 0.467 IO 0.99 35.583 0.00 0.68 0.463 IO 0.98 35.667 0.00 0.68 0.458 IO 0.97 35.750 0.00 0.68 0.453 IO 0. 96 35.833 0.00 0.67 0.449 IO 0.95 35.917 0.00 0.67 0.444 IO 0.94 36.000 0.00 0.67 0.439 IO 0.93 36.083 0.00 0.66 0.435 IO 0.92 36.167 0.00 0.66 0.430 IO 0.91 36.250 0.00 0.66 0.426 IO 0.90 36.333 0.00 0.65 0.421 IO 0.89 36.417 0.00 0.65 0.417 IO 0.88 36.500 0.00 0.65 0.412 IO 0.88 36.583 0.00 0.64 0.408 IO 0.87 36.667 0.00 0.64 0.403 IO 0.86 36.750 0.00 0.64 0.399 IO 0.85 36.833 0.00 0.64 0.395 IO 0.84 36.917 0.00 0.63 0.390 IO 0.83 37.000 0.00 0.63 0.386 IO 0.82 37.083 0.00 0.63 0.381 IO 0.81 37.167 0.00 0.62 0. 377 IO 0.80 37.250 0.00 0.62 0.373 IO 0.79 37.333 0.00 0.62 0.369 IO 0.79 37.417 0.00 0.61 0.364 IO 0.78 37.500 0.00 0.61 0.360 IO 0. 77 37.583 0.00 0.61 0.356 IO 0.76 37.667 0.00 0.61 0.352 IO 0.75 37.750 0.00 0.60 0.348 IO 0.74 37.833 0.00 0.60 0.344 IO 0.73 37.917 0.00 0.60 0.339 IO 0.73 38.000 0.00 0.59 0.335 IO 0. 72 38.083 0.00 0.59 0.331 IO 0.71 38.167 0.00 0.59 0.327 0 0.70 38.250 0.00 0.59 0.323 0 0.69 38.333 0.00 0.58 0.319 0 0.68 38.417 0.00 0.58 0.315 0 0.68 38.500 0.00 0.58 0.311 0 0.67 38.583 0.00 0.57 0.307 0 0.66 38.667 0.00 0.57 0.303 0 0.65 38.750 0.00 0.57 0.299 0 0.64 38.833 0.00 0.57 0.295 0 0.63 38.917 0.00 0.56 0.291 0 0.63 39.000 0.00 0.56 0.288 0 0.62 39.083 0.00 0.56 0.284 0 0.61 39.167 0.00 0.55 0.280 0 0.60 39.250 0.00 0.55 0.276 0 0.60 39.333 0.00 0.55 0. 272 0 0.59 39.417 0.00 0.55 0.269 0 0.58 39.500 0.00 0.54 0.265 0 0.57 39.583 0.00 0.54 0.261 0 0.56 39.667 0.00 0.54 0.257 0 0.56 39.750 0.00 0.54 0.254 0 0.55 39.833 0.00 0.53 0.250 0 0.54 39.917 0.00 0.53 0.246 0 0.53 40.000 0.00 0.53 0.243 0 0.53 40.083 0.00 0.53 0.239 0 0.52 40.167 0.00 0.52 0.235 0 0.51 40.250 0.00 0.52 0.232 0 0.50 40.333 0.00 0.52 0.228 0 0.50 40.417 0.00 0.51 0.225 0 0.49 40.500 0.00 0.50 0.221 0 0.48 40.583 0.00 0.49 0.218 0 0.47 40.667 0.00 0.48 0.214 0 0.47 40.750 0.00 0.48 0.211 0 0.46 40.833 0.00 0.47 0.208 0 0.45 40.917 0.00 0.46 0.205 0 0.44 41.000 0.00 0.46 0.201 0 0.44 41.083 0.00 0.45 0.198 0 0.43 41.167 0.00 0.44 0.195 0 0.42 41.250 0.00 0.43 0.192 0 0.42 41.333 0.00 0.43 0.189 0 0.41 41.417 0.00 0.42 0.186 0 0.41 41.500 0.00 0.41 0.183 0 0.40 41.583 0.00 0.41 0.181 0 0.39 41.667 0.00 0.40 0.178 0 0.39 41.750 0.00 0.40 0.175 0 0.38 41.833 0.00 0.39 0 .172 0 0.37 41.917 0.00 0.38 0.170 0 0.37 42.000 0.00 0.38 0.167 0 0.36 42.083 0.00 0.37 0.165 0 0.36 42.167 0.00 0.37 0.162 0 0.35 42.250 0.00 0.36 0.160 0 0.35 42.333 0.00 0.36 0.157 0 0.34 42.417 0.00 0.35 0.155 0 0.34 42.500 0.00 0.34 0.152 0 0.33 42.583 0.00 0.34 0.150 0 0.33 42.667 0.00 0.33 0.148 0 0.32 42.750 0.00 0.33 0.145 0 0.32 42.833 0.00 0.32 0.143 0 0.31 42.917 0.00 0.32 0.141 0 0.31 43.000 0.00 0.31 0.139 0 0.30 43.083 0.00 0.31 0.137 0 0.30 43.167 0.00 0.30 0.134 0 0.29 43.250 0.00 0.30 0.132 0 0.29 43.333 0.00 0.29 0.130 0 0.28 43.417 0.00 0.29 0.128 0 0.28 43.500 0.00 0.29 0.126 0 0.27 43.583 0.00 0.28 0.124 0 0.27 43.667 0.00 0.28 0.122 0 0.27 43.750 0.00 0.27 0.121 0 0.26 43.833 0.00 0.27 0.119 0 0.26 43.917 0.00 0.26 0.117 0 0.25 44.000 0.00 0.26 0.115 0 0.25 44.083 0.00 0.26 0.113 0 0.25 44.167 0.00 0.25 0.111 0 0.24 44.250 0.00 0.25 0.110 0 0.24 44.333 0.00 0.24 0.108 0 0.23 44.417 0.00 0.24 0.106 0 0.23 44.500 0.00 0.24 0.105 0 0.23 44.583 0.00 0.23 0.103 0 0.22 44.667 0.00 0.23 0.102 0 0.22 44.750 0.00 0.23 0.100 0 0.22 44.833 0.00 0.22 0.098 0 0.21 44.917 0.00 0.22 0.097 0 0.21 45.000 0.00 0.22 0.095 0 0.21 45.083 0.00 0.21 0.094 0 0.20 45.167 0.00 0.21 0.092 0 0.20 45.250 0.00 0.21 0.091 0 0.20 45.333 0.00 0.20 0.090 0 0.19 45.417 0.00 0.20 0.088 0 0.19 45.500 0.00 0.20 0.087 0 0.19 45.583 0.00 0.19 0.086 0 0.19 45.667 0.00 0.19 0.084 0 0.18 45.750 0.00 0.19 0.083 0 0.18 45.833 0.00 0.18 0.082 0 0.18 45.917 0.00 0.18 0.080 0 0.17 46.000 0.00 0.18 0.079 0 0.17 46.083 0.00 0.18 0.078 0 0.17 46.167 0.00 0.17 0.077 0 0.17 46.250 0.00 0.17 0.076 0 0.16 46.333 0.00 0.17 0.074 0 0.16 46.417 0.00 0.17 0.073 0 0.16 46.500 0.00 0.16 0. 072 0 0.16 46.583 0.00 0.16 0.071 0 0.15 46.667 0.00 0.16 0.070 0 0.15 46.750 0.00 0.16 0.069 0 0.15 46.833 0.00 0.15 0.068 0 0.15 46.917 0.00 0.15 0.067 0 0.14 47.000 0.00 0.15 0.066 0 0.14 47.083 0.00 0.15 0.065 0 0.14 47.167 0.00 0.14 0.064 0 0.14 47.250 0.00 0.14 0.063 0 0.14 47.333 0.00 0.14 0.062 0 0.13 47.417 0.00 0.14 0.061 0 0.13 47.500 0.00 0.14 0.060 0 0.13 47.583 0.00 0.13 0.059 0 0.13 47.667 0.00 0.13 0.058 0 0.13 47.750 0.00 0.13 0.057 0 0.12 47.833 0.00 0.13 0.056 0 0.12 47.917 0.00 0.13 0.055 0 0.12 48.000 0.00 0.12 0.054 0 0.12 48.083 0.00 0.12 0.054 0 0.12 48.167 0.00 0.12 0.053 0 0.11 48.250 0.00 0.12 0.052 0 0.11 48.333 0.00 0.12 0.051 0 0.11 48.417 0.00 0.11 0.050 0 0.11 48.500 0.00 0.11 0.050 0 0.11 48.583 0.00 0.11 0.049 0 0.11 48.667 0.00 0.11 0.048 0 0.10 48.750 0.00 0.11 0.047 0 0.10 48.833 0.00 0.11 0.047 0 0.10 48.917 0.00 0.10 0.046 0 0.10 49.000 0.00 0.10 0.045 0 0.10 49.083 0.00 0.10 0.044 0 0.10 49.167 0.00 0.10 0.044 0 0.10 49.250 0.00 0.10 0.043 0 0.09 49.333 0.00 0.10 0.042 0 0.09 49.417 0.00 0.09 0.042 0 0.09 49.500 0.00 0.09 0.041 0 0.09 49.583 0.00 0.09 0.041 0 0.09 49.667 0.00 0.09 0.040 0 0.09 49.750 0.00 0.09 0.039 0 0.09 49.833 0.00 0.09 0.039 0 0.08 49.917 0.00 0.09 0.038 0 0.08 50.000 0.00 0.08 0.037 0 0.08 50.083 0.00 0.08 0.037 0 0.08 50.167 0.00 0.08 0.036 0 0.08 50.250 0.00 0.08 0.036 0 0.08 50.333 0.00 0.08 0.035 0 0.08 50.417 0.00 0.08 0.035 0 0.08 50.500 0.00 0.08 0.034 0 0.07 50.583 0.00 0.08 0.034 0 0.07 50.667 0.00 0.07 0.033 0 0.07 50.750 0.00 0.07 0.033 0 0.07 50.833 0.00 0.07 0.032 0 0.07 50.917 0.00 0.07 0.032 0 0.07 51.000 0.00 0.07 0.031 0 0.07 51.083 0.00 0.07 0.031 0 0.07 51.167 0.00 0.07 0.030 0 0.07 51.250 0.00 0.07 0.030 0 0.06 51.333 0.00 0.07 0.029 0 0.06 51.417 0.00 0.07 0.029 0 0.06 51.500 0.00 0.06 0.028 0 0.06 51.583 0.00 0.06 0.028 0 0.06 51.667 0.00 0.06 0.027 0 0.06 51.750 0.00 0.06 0.027 0 0.06 51.833 0.00 0.06 0.027 0 0.06 51.917 0.00 0.06 0.026 0 0.06 52.000 0.00 0.06 0.026 0 0.06 52.083 0.00 0.06 0.025 0 0.06 52.167 0.00 0.06 0.025 0 0.05 52.250 0.00 0.06 0.025 0 0.05 52.333 0.00 0.05 0.024 0 0.05 52.417 0.00 0.05 0.024 0 0.05 52.500 0.00 0.05 0.023 0 0.05 52.583 0.00 0.05 0.023 0 0.05 52.667 0.00 0.05 0.023 0 0.05 52.750 0.00 0.05 0.022 0 0.05 52.833 0.00 0.05 0.022 0 0.05 52.917 0.00 0.05 0.022 0 0.05 53.000 0.00 0.05 0.021 0 0.05 53.083 0.00 0.05 0.021 0 0.05 53.167 0.00 0.05 0.021 0 0.05 53.250 0.00 0.05 0.020 0 0.04 53.333 0.00 0.05 0.020 0 0.04 53.417 0.00 0.04 0.020 0 0.04 53.500 0.00 0.04 0.019 0 0.04 53.583 0.00 0.04 0.019 0 0.04 53.667 0.00 0.04 0.019 0 0.04 53.750 0.00 0.04 0.019 0 0.04 53.833 0.00 0.04 0.018 0 0.04 53.917 0.00 0.04 0.018 0 0.04 54.000 0.00 0.04 0.018 0 0.04 54.083 0.00 0.04 0.017 0 0.04 54.167 0.00 0.04 0.017 0 0.04 54.250 0.00 0.04 0.017 0 0.04 54.333 0.00 0.04 0.017 0 0.04 54.417 0.00 0.04 0.016 0 0.04 54.500 0.00 0.04 0.016 0 0.04 54.583 0.00 0.04 0.016 0 0.03 54.667 0.00 0.04 0.016 0 0.03 54.750 0.00 0.03 0.015 0 0.03 54.833 0.00 0.03 0.015 0 0.03 54.917 0.00 0.03 0.015 0 0.03 55.000 0.00 0.03 0.015 0 0.03 55.083 0.00 0.03 0.014 0 0.03 55.167 0.00 0.03 0.014 0 0.03 55.250 0.00 0.03 0.014 0 0.03 55.333 0.00 0.03 0.014 0 0.03 55.417 0.00 0.03 0.014 0 0.03 55.500 0.00 0.03 0.013 0 0.03 55.583 0.00 0.03 0.013 0 0.03 55.667 0.00 0.03 0.013 0 0.03 55.750 0.00 0.03 0.013 0 0.03 55.833 0.00 0.03 0.013 0 0.03 55.917 0.00 0.03 0.012 0 0.03 56.000 0.00 0.03 0.012 0 0.03 56.083 0.00 0.03 0.012 0 0.03 56.167 0.00 0.03 0.012 0 0.03 56.250 0.00 0.03 0.012 0 0.03 56.333 0.00 0.03 0.011 0 0.02 56.417 0.00 0.03 0.011 0 0.02 56.500 0.00 0.03 0.011 0 0.02 56.583 0.00 0.02 0.011 0 0.02 56.667 0.00 0.02 0.011 0 0.02 56.750 0.00 0.02 0.011 0 0.02 56.833 0.00 0.02 0.010 0 0.02 56.917 0.00 0.02 0.010 0 0.02 57.000 0.00 0.02 0.010 0 0.02 57.083 0.00 0.02 0.010 0 0.02 57.167 0.00 0.02 0.010 0 0.02 57.250 0.00 0.02 0.010 0 0.02 57.333 0.00 0.02 0.010 0 0.02 57.417 0.00 0.02 0.009 0 0.02 57.500 0.00 0.02 0.009 0 0.02 57.583 0.00 0.02 0.009 0 0.02 57.667 0.00 0.02 0.009 0 0.02 57.750 0.00 0.02 0.009 0 0.02 57.833 0.00 0.02 0.009 0 0.02 57.917 0.00 0.02 0.009 0 0.02 58.000 0.00 0.02 0.008 0 0.02 58.083 0.00 0.02 0.008 0 0.02 58.167 0.00 0.02 0.008 0 0.02 58.250 0.00 0.02 0.008 0 0.02 58.333 0.00 0.02 0.008 0 0.02 58.417 0.00 0.02 0.008 0 0.02 58.500 0.00 0.02 0.008 0 0.02 58.583 0.00 0.02 0.008 0 0.02 58.667 0.00 0.02 0.007 0 0.02 58.750 0.00 0.02 0.007 0 0.02 58.833 0.00 0.02 0.007 0 0.02 58.917 0.00 0.02 0.007 0 0.02 59.000 0.00 0.02 0.007 0 0.02 59.083 0.00 0.02 0.007 0 0.01 59.167 0.00 0.02 0.007 0 0.01 59.250 0.00 0.02 0.007 0 0.01 59.333 0.00 0.01 0.007 0 0.01 59.417 0.00 0.01 0.006 0 0.01 59.500 0.00 0.01 0.006 0 0.01 59.583 0.00 0.01 0.006 0 0.01 59.667 0.00 0.01 0.006 0 0.01 59.750 0.00 0.01 0.006 0 0.01 59.833 0.00 0.01 0.006 0 0.01 59.917 0.00 0.01 0.006 0 0.01 60.000 0.00 0.01 0.006 0 0.01 60.083 0.00 0.01 0.006 0 0.01 60.167 0.00 0.01 0.006 0 0.01 60.250 0.00 0.01 0.006 0 0.01 60.333 0.00 0.01 0.005 0 0.01 60.417 0.00 0.01 0.005 0 0.01 60.500 0.00 0.01 0.005 0 0.01 60.583 0.00 0.01 0.005 0 0.01 60.667 0.00 0.01 0.005 0 0.01 60.750 0.00 0.01 0.005 0 0.01 60.833 0.00 0.01 0.005 0 0.01 60.917 0.00 0.01 0.005 0 0.01 61.000 0.00 0.01 0.005 0 0.01 61.083 0.00 0.01 0.005 0 0.01 61.167 0.00 0.01 0.005 0 0.01 61.250 0.00 0.01 0.005 0 0.01 61.333 0.00 0.01 0.005 0 0.01 61.417 0.00 0.01 0.004 0 0.01 61.500 0.00 0.01 0.004 0 0.01 61.583 0.00 0.01 0.004 0 0.01 61.667 0.00 0.01 0.004 0 0.01 61. 750 0.00 0.01 0.004 0 0.01 61.833 0.00 0.01 0.004 0 0.01 61. 91 7 0.00 0.01 0.004 0 0.01 62.000 0.00 0.01 0.004 0 0.01 62.083 0.00 0.01 0.004 0 0.01 62.167 0.00 0.01 0.004 0 0.01 62.250 0.00 0.01 0.004 0 0.01 62.333 0.00 0.01 0.004 0 0.01 62.417 0.00 0.01 0.004 0 0.01 62.500 0.00 0.01 0.004 0 0.01 62.583 0.00 0.01 0.004 0 0.01 62.667 0.00 0.01 0.004 0 0.01 62.750 0.00 0.01 0.003 0 0.01 62.833 0.00 0.01 0.003 0 0.01 62.917 0.00 0.01 0.003 0 0.01 63.000 0.00 0.01 0.003 0 0.01 63.083 0.00 0.01 0.003 0 0.01 63.167 0.00 0.01 0.003 0 0.01 63.250 0.00 0.01 0.003 0 0.01 63.333 0.00 0.01 0.003 0 0.01 63.417 0.00 0.01 0.003 0 0.01 63.500 0.00 0.01 0.003 0 0.01 63.583 0.00 0.01 0.003 0 0.01 63.667 0.00 0.01 0.003 0 0.01 63.750 0.00 0.01 0.003 0 0.01 63.833 0.00 0.01 0.003 0 0.01 63.917 0.00 0.01 0.003 0 0.01 64.000 0.00 0.01 0.003 0 0.01 64.083 0.00 0.01 0.003 0 0.01 64.167 0.00 0.01 0.003 0 0.01 64.250 0.00 0.01 0.003 0 0.01 64.333 0.00 0.01 0.003 0 0.01 64.417 0.00 0.01 0.003 0 0.01 64.500 0.00 0.01 0.002 0 0.01 64.583 0.00 0.01 0.002 0 0.01 64.667 0.00 0.01 0.002 0 0.01 64.750 0.00 0.01 0.002 0 0.01 64.833 0.00 0.01 0.002 0 0.01 64.917 0.00 0.01 0.002 0 0.01 65.000 0.00 0.01 0.002 0 0.00 65.083 0.00 0.01 0.002 0 0.00 65.167 0.00 0.00 0.002 0 0.00 65.250 0.00 0.00 0.002 0 0.00 65.333 0.00 0.00 0.002 0 0.00 65.417 0.00 0.00 0.002 0 0.00 65.500 0.00 0.00 0.002 0 0.00 65.583 0.00 0.00 0.002 0 0.00 65.667 0.00 0.00 0.002 0 0.00 65.750 0.00 0.00 0.002 0 0.00 65.833 0.00 0.00 0.002 0 0.00 65.917 0.00 0.00 0.002 0 0.00 66.000 0.00 0.00 0.002 0 0.00 66.083 0.00 0.00 0.002 0 0.00 66.167 0.00 0.00 0.002 0 0.00 66.250 0.00 0.00 0.002 0 0.00 66.333 0.00 0.00 0.002 0 0.00 66.417 0.00 0.00 0.002 0 0.00 66.500 0.00 0.00 0.002 0 0.00 66.583 0.00 0.00 0.002 0 0.00 66.667 0.00 0.00 0.002 0 0.00 66.750 0.00 0.00 0.002 0 0.00 66.833 0.00 0.00 0.002 0 0.00 66.917 0.00 0.00 0.002 0 0.00 67.000 0.00 0.00 0.002 0 0.00 67.083 0.00 0.00 0.002 0 0.00 67.167 0.00 0.00 0.002 0 0.00 67.250 0.00 0.00 0.001 0 0.00 67.333 0.00 0.00 0.001 0 0.00 67.417 0.00 0.00 0.001 0 0.00 67.500 0.00 0.00 0.001 0 0.00 67.583 0.00 0.00 0.001 0 0.00 67.667 0.00 0.00 0.001 0 0.00 67.750 0.00 0.00 0.001 0 0.00 67.833 0.00 0.00 0.001 0 0.00 67.917 0.00 0.00 0.001 0 0.00 68.000 0.00 0.00 0.001 0 0.00 68.083 0.00 0.00 0.001 0 0.00 68.167 0.00 0.00 0.001 0 0.00 68.250 0.00 0.00 0.001 0 0.00 68.333 0.00 0.00 0.001 0 0.00 68.417 0.00 0.00 0.001 0 0.00 68.500 0.00 0.00 0.001 0 0.00 68.583 0.00 0.00 0.001 0 0.00 68.667 0.00 0.00 0.001 0 0.00 68.750 0.00 0.00 0.001 0 0.00 68.833 0.00 0.00 0.001 0 0.00 68.917 0.00 0.00 0.001 0 0.00 69.000 0.00 0.00 0.001 0 0.00 69.083 0.00 0.00 0.001 0 0.00 69.167 0.00 0.00 0.001 0 0.00 69.250 0.00 0.00 0.001 0 0.00 69.333 0.00 0.00 0.001 0 0.00 69.417 0.00 0.00 0.001 0 0.00 69.500 0.00 0.00 0.001 0 0.00 69.583 0.00 0.00 0.001 0 0.00 69.667 0.00 0.00 0.001 0 0.00 69.750 0.00 0.00 0.001 0 0.00 69.833 0.00 0.00 0.001 0 0.00 69.917 0.00 0.00 0.001 0 0.00 70.000 0.00 0.00 0.001 0 0.00 70.083 0.00 0.00 0.001 0 0.00 70.167 0.00 0.00 0.001 0 0.00 70.250 0.00 0.00 0.001 0 0.00 70.333 0.00 0.00 0.001 0 0.00 70.417 0.00 0.00 0.001 0 0.00 70.500 0.00 0.00 0.001 0 0.00 70.583 0.00 0.00 0.001 0 0.00 70.667 0.00 0.00 0.001 0 0.00 70.750 0.00 0.00 0.001 0 0.00 70.833 0.00 0.00 0.001 0 0.00 70.917 0.00 0.00 0.001 0 0.00 71.000 0.00 0.00 0.001 0 0.00 71.083 0.00 0.00 0.001 0 0.00 71.167 0.00 0.00 0.001 0 0.00 71.250 0.00 0.00 0.001 0 0.00 71.333 0.00 0.00 0.001 0 0.00 71.417 0.00 0.00 0.001 0 0.00 71.500 0.00 0.00 0.001 0 0.00 71.583 0.00 0.00 0.001 0 0.00 71.667 0.00 0.00 0.001 0 0.00 71.750 0.00 0.00 0.001 0 0.00 71.833 0.00 0.00 0.001 0 0.00 71.917 0.00 0.00 0.001 0 0.00 72.000 0.00 0.00 0.001 0 0.00 72.083 0.00 0.00 0.001 0 0.00 72.167 0.00 0.00 0.001 0 0.00 72.250 0.00 0.00 0.001 0 0.00 72. 333 0.00 0.00 0.001 0 0.00 72.417 0.00 0.00 0.001 0 0.00 72.500 0.00 0.00 0.001 0 0.00 72.583 0.00 0.00 0.001 0 0.00 72. 667 0.00 0.00 0.001 0 0.00 72.750 0.00 0.00 0.001 0 0.00 72. 833 0.00 0.00 0.001 0 0.00 72. 91 7 0.00 0.00 0.001 0 0.00 73.000 0.00 0.00 0.001 0 0.00 73.083 0.00 0.00 0.001 0 0.00 73.167 0.00 0.00 0.000 0 0.00 73.250 0.00 0.00 0.000 0 0.00 73.333 0.00 0.00 0.000 0 0.00 73.417 0.00 0.00 0.000 0 0.00 73.500 0.00 0.00 0.000 0 0.00 73.583 0.00 0.00 0.000 0 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 883 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 1.200 (CFS) Total volume = 2.858 (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 *********************************************************************** 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 -2018, Version 9.0 Study date 03/08/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardino County Synthetic Unit Hydrology Method Manual date -August 1986 Program License Serial Number 6484 DIVERSIFED-MAPLE AVE UH ANALYSIS-DEVELOPED CONDITION 10-YR STORM EVENT Storm Event Year= 10 Antecedent Moisture Condition 2 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 10 8.20 1 0.98 Rainfall data for year 10 8.20 Rainfall data for year 10 8.20 6 24 2.58 4.82 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm******** SCS curve SCS curve No. (AMCII) NO. (AMC 2) 32.0 32.0 Area (Ac.) 8.20 Area Fraction 1.000 Area-averaged adjusted loss rate Fm (In/Hr) Fp (Fig C6) Ap (In/Hr) (dee.) 0.978 0.100 0.098 ********* Area-Averaged low loss rate fraction, Yb ********** Area (Ac.) 0.82 7.38 Area Fract 0.100 0.900 SCS CN (AMC2) 32.0 98.0 SCS CN (AMC2) 32.0 98.0 s 21.25 0.20 Area-averaged catchment yield fraction, Y 0.856 Area-averaged low loss fraction, Yb= 0.144 Pervious Yield Fr 0.003 0.951 Fm (In/Hr) 0.098 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area= 8.20(Ac.) Catchment Lag time 0.134 hours Unit interval= 5.000 minutes Unit interval percentage of lag time= 62.1891 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.098(In/Hr) Average low loss rate fraction (Yb) = 0.144 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall= Computed peak 30-minute rainfall Specified peak 1-hour rainfall= Computed peak 3-hour rainfall= Specified peak 6-hour rainfall= Specified peak 24-hour rainfall= 0.363(In) 0.743(In) 0.981(In) l.775(In) 2.580(In) 4.820(In) Rainfall depth area reduction factors: Usingatotalareaof 8.20(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall 0.363(In) 30-minute factor = 1.000 Adjusted rainfall 0.743(In) 1-hour factor 1.000 Adjusted rainfall 0.981(In) 3-hour factor = 1.000 Adjusted rainfall l.775(In) 6-hour factor = 1.000 Adjusted rainfall 2.580(In) 24-hour factor = 1.000 Adjusted rainfall 4.820(In) U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval Number 1 2 3 4 5 6 Peak Unit Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 (K 'S' Graph Mean values 99.17 6.986 44.333 83.691 96.281 98.837 100.000 Unit Hydrograph ((CFS)) (CFS)) 6.928 37.037 39.031 12.485 2.535 1.153 Adjusted mass rainfall Unit rainfall (In) (In) 0.3629 0.3629 0.4789 0.1160 0.5632 0.0843 0.6319 0.0687 0.6909 0.0590 0.7432 0.0523 0.7904 0.0473 0.8338 0.0434 0.8740 0.0402 0.9117 0.0376 0.9471 0.0354 0.9806 0.0335 1.0239 0.0433 1.0657 0.0418 1.1062 0.0405 1.1454 0.0392 1.1835 0.0381 1.2206 0.0371 1.2568 0.0362 1.2921 0.0353 1.3266 0.0345 1.3603 0.0337 1.3934 0.0330 1.4258 0.0324 1.4576 0.0318 1.4888 0.0312 1. 5194 0.0307 1.5495 0.0301 29 1.5792 0.0296 30 1.6084 0.0292 31 1.6371 0.0287 32 1.6654 0.0283 33 1.6933 0.0279 34 1. 7208 0.0275 35 1.7480 0.0271 36 1.7748 0.0268 37 1.8012 0.0264 38 1.8273 0.0261 39 1.8531 0.0258 40 1.8786 0.0255 41 1.9038 0.0252 42 1.9287 0.0249 43 1.9534 0.0247 44 1.9778 0.0244 45 2.0019 0.0241 46 2.0258 0.0239 47 2.0494 0.0237 48 2.0729 0.0234 49 2.0961 0.0232 50 2.1190 0.0230 51 2.1418 0.0228 52 2.1644 0.0226 53 2.1867 0.0224 54 2.2089 0.0222 55 2.2309 0.0220 56 2.2527 0.0218 57 2.2743 0.0216 58 2.2958 0.0214 59 2.3170 0.0213 60 2.3382 0.0211 61 2.3591 0.0210 62 2.3799 0.0208 63 2.4005 0.0206 64 2.4210 0.0205 65 2.4414 0.0203 66 2.4616 0.0202 67 2.4816 0.0201 68 2.5016 0.0199 69 2.5213 0.0198 70 2.5410 0.0197 71 2.5605 0.0195 72 2.5799 0.0194 73 2.5960 0.0161 74 2.6120 0.0160 75 2.6279 0.0159 76 2.6436 0.0157 77 2.6592 0.0156 78 2.6747 0.0155 79 2.6901 0.0154 80 2.7054 0.0153 81 2.7206 0.0152 82 2.7357 0.0151 83 2.7507 0.0150 84 2.7656 0.0149 85 2.7804 0.0148 86 2.7951 0.0147 87 2.8097 0.0146 88 2.8242 0.0145 89 2.8387 0.0144 90 2.8530 0.0143 91 2.8672 0.0142 92 2.8814 0.0142 93 2.8955 0.0141 94 2.9095 0.0140 95 2.9234 0.0139 96 2. 9372 0.0138 97 2.9510 0.0138 98 2. 964 7 0.0137 99 2.9783 0.0136 100 2.9918 0.0135 101 3.0052 0.0135 102 3.0186 0.0134 103 3.0319 0.0133 104 3.0451 0.0132 105 3.0583 0.0132 106 3.0714 0.0131 107 3.0844 0.0130 108 3.0974 0.0130 109 3.1103 0.0129 110 3.1231 0.0128 111 3.1359 0.0128 112 3.1486 0.0127 113 3.1613 0.0126 114 3.1738 0.0126 115 3.1864 0.0125 116 3.1988 0.0125 117 3.2112 0.0124 118 3.2236 0.0123 119 3.2359 0.0123 120 3.2481 0.0122 121 3.2603 0.0122 122 3. 2724 0.0121 123 3.2844 0.0121 124 3.2965 0.0120 125 3.3084 0.0120 126 3.3203 0.0119 127 3.3322 0.0119 128 3.3440 0. 0118 129 3.3557 0. 0118 130 3.3674 0.0117 131 3.3791 0.0117 132 3.3907 0.0116 133 3.4023 0.0116 134 3.4138 0. 0115 135 3.4252 0. 0115 136 3.4366 0.0114 137 3.4480 0.0114 138 3.4593 0.0113 139 3.4706 0.0113 140 3.4818 0.0112 141 3.4930 0.0112 142 3.5042 0.0111 143 3.5153 0.0111 144 3.5264 0.0111 145 3.5374 0. 0110 146 3.5483 0. 0110 147 3.5593 0.0109 148 3.5702 0.0109 149 3.5810 0.0109 150 3.5919 0.0108 151 3.6026 0.0108 152 3.6134 0.0107 153 3.6241 0.0107 154 3.6347 0.0107 155 3.6453 0.0106 156 3.6559 0.0106 157 3.6665 0.0105 158 3.6770 0.0105 159 3.6875 0.0105 160 3.6979 0.0104 161 3.7083 0.0104 162 3.7187 0.0104 163 3.7290 0.0103 164 3.7393 0.0103 165 3.7496 0.0103 166 3.7598 0.0102 167 3.7700 0.0102 168 3.7801 0.0102 169 3.7903 0.0101 170 3.8004 0.0101 171 3.8104 0.0101 172 3.8205 0.0100 173 3.8305 0.0100 174 3.8404 0.0100 175 3.8504 0.0099 176 3.8603 0.0099 177 3.8701 0.0099 178 3.8800 0.0098 179 3.8898 0.0098 180 3.8996 0.0098 181 3.9093 0.0098 182 3.9190 0.0097 183 3.9287 0.0097 184 3.9384 0.0097 185 3.9480 0. 0096 186 3.9576 0. 0096 187 3. 9672 0. 0096 188 3.9768 0. 0096 189 3.9863 0.0095 190 3.9958 0.0095 191 4.0053 0.0095 192 4.0147 0.0094 193 4.0241 0.0094 194 4.0335 0.0094 195 4.0429 0.0094 196 4.0522 0.0093 197 4.0615 0.0093 198 4.0708 0.0093 199 4.0800 0.0093 200 4.0893 0.0092 201 4.0985 0.0092 202 4.1077 0.0092 203 4.1168 0.0092 204 4.1259 0.0091 205 4.1351 0.0091 206 4.1441 0.0091 207 4.1532 0.0091 208 4.1622 0.0090 209 4.1712 0.0090 210 4.1802 0.0090 211 4.1892 0.0090 212 4.1981 0.0089 213 4.2070 0.0089 214 4.2159 0.0089 215 4.2248 0.0089 216 4.2336 0.0088 217 4.2425 0.0088 218 4.2513 0.0088 219 4.2601 0.0088 220 4.2688 0.0088 221 4.2776 0.0087 222 4.2863 0.0087 223 4.2950 0.0087 224 4.3036 0.0087 225 4.3123 0.0087 226 4.3209 0.0086 227 4.3295 0.0086 228 4.3381 0.0086 229 4.3467 0.0086 230 4.3552 0.0085 231 4.3638 0.0085 232 4. 3723 0.0085 233 4.3808 0.0085 234 4.3892 0.0085 235 4.3977 0.0084 236 4.4061 0.0084 237 4.4145 0.0084 238 4.4229 0.0084 239 4.4313 0.0084 240 4.4396 0.0083 241 4.4479 0.0083 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 Unit Period (number) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 4.4562 4.4645 4.4728 4.4811 4.4893 4.4975 4.5057 4.5139 4.5221 4.5302 4.5383 4.5465 4.5545 4.5626 4.5707 4.5787 4.5867 4.5948 4.6027 4.6107 4.6187 4.6266 4.6345 4.6424 4.6503 4.6582 4.6661 4.6739 4.6817 4.6895 4.6973 4.7051 4.7129 4.7206 4.7283 4.7361 4.7438 4.7515 4.7591 4.7668 4.7744 4.7820 4.7897 4.7972 4.8048 4.8124 4.8200 Unit Rainfall (In) 0.0076 0.0076 0.0076 0.0076 0.0076 0.0077 0.0077 0.0077 0.0077 0.0077 0.0078 0.0078 0.0078 0.0078 0.0079 0.0079 0.0079 0.0079 0.0080 0.0083 0.0083 0.0083 0.0083 0.0082 0.0082 0.0082 0.0082 0.0082 0.0081 0.0081 0.0081 0.0081 0.0081 0.0081 0.0080 0.0080 0.0080 0.0080 0.0080 0.0080 0.0079 0.0079 0.0079 0.0079 0.0079 0.0079 0.0078 0.0078 0.0078 0.0078 0.0078 0.0078 0.0077 0.0077 0.0077 0.0077 0.0077 0.0077 0.0077 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 0.0076 Unit Soil-Loss (In) 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 0. 0011 Effective Rainfall (In) 0.0065 0.0065 0.0065 0.0065 0.0065 0.0066 0.0066 0.0066 0.0066 0.0066 0.0067 0.0067 0.0067 0.0067 0.0067 0.0068 0.0068 0.0068 0.0068 20 0.0080 0. 0011 0.0068 21 0.0080 0.0012 0.0069 22 0.0080 0.0012 0.0069 23 0.0081 0.0012 0.0069 24 0.0081 0.0012 0.0069 25 0.0081 0.0012 0.0070 26 0.0081 0.0012 0.0070 27 0.0082 0.0012 0.0070 28 0.0082 0.0012 0.0070 29 0.0082 0.0012 0.0071 30 0.0083 0.0012 0.0071 31 0.0083 0.0012 0.0071 32 0.0083 0.0012 0.0071 33 0.0083 0.0012 0.0071 34 0.0084 0.0012 0.0072 35 0.0084 0.0012 0.0072 36 0.0084 0.0012 0.0072 37 0.0085 0.0012 0.0072 38 0.0085 0.0012 0.0073 39 0.0085 0.0012 0.0073 40 0.0085 0.0012 0.0073 41 0.0086 0.0012 0.0074 42 0.0086 0.0012 0.0074 43 0.0087 0.0012 0.0074 44 0.0087 0.0012 0.0074 45 0.0087 0.0013 0.0075 46 0.0087 0.0013 0.0075 47 0.0088 0.0013 0.0075 48 0.0088 0.0013 0.0075 49 0.0088 0.0013 0.0076 50 0.0089 0.0013 0.0076 51 0.0089 0.0013 0.0076 52 0.0089 0.0013 0.0077 53 0.0090 0.0013 0.0077 54 0.0090 0.0013 0.0077 55 0.0091 0.0013 0.0078 56 0.0091 0.0013 0.0078 57 0.0091 0.0013 0.0078 58 0.0092 0.0013 0.0078 59 0.0092 0.0013 0.0079 60 0.0092 0.0013 0.0079 61 0.0093 0.0013 0.0079 62 0.0093 0.0013 0.0080 63 0.0094 0.0013 0.0080 64 0.0094 0.0014 0.0080 65 0.0094 0.0014 0.0081 66 0.0095 0.0014 0.0081 67 0.0095 0.0014 0.0082 68 0. 0096 0.0014 0.0082 69 0. 0096 0.0014 0.0082 70 0. 0096 0.0014 0.0082 71 0.0097 0.0014 0.0083 72 0.0097 0.0014 0.0083 73 0.0098 0.0014 0.0084 74 0.0098 0.0014 0.0084 75 0.0099 0.0014 0.0085 76 0.0099 0.0014 0.0085 77 0.0100 0.0014 0.0085 78 0.0100 0.0014 0.0086 79 0.0101 0.0014 0.0086 80 0.0101 0.0015 0.0086 81 0.0102 0.0015 0.0087 82 0.0102 0.0015 0.0087 83 0.0103 0.0015 0.0088 84 0.0103 0.0015 0.0088 85 0.0104 0.0015 0.0089 86 0.0104 0.0015 0.0089 87 0.0105 0.0015 0.0090 88 0.0105 0.0015 0.0090 89 0.0106 0.0015 0.0091 90 0.0106 0.0015 0.0091 91 0.0107 0.0015 0.0092 92 0.0107 0.0015 0.0092 93 0.0108 0.0016 0.0093 94 0.0109 0.0016 0.0093 95 0.0109 0.0016 0.0094 96 0. 0110 0.0016 0.0094 97 0.0111 0.0016 0.0095 98 0.0111 0.0016 0.0095 99 0.0112 0.0016 0. 0096 100 0.0112 0.0016 0. 0096 101 0.0113 0.0016 0.0097 102 0.0114 0.0016 0.0097 103 0. 0115 0.0016 0.0098 104 0. 0115 0.0017 0.0099 105 0.0116 0.0017 0.0099 106 0.0117 0.0017 0.0100 107 0. 0118 0.0017 0.0101 108 0. 0118 0.0017 0.0101 109 0.0119 0.0017 0.0102 110 0.0120 0.0017 0.0102 111 0.0121 0.0017 0.0103 112 0.0121 0.0017 0.0104 113 0.0122 0.0018 0.0105 114 0.0123 0.0018 0.0105 115 0.0124 0.0018 0.0106 116 0.0125 0.0018 0.0107 117 0.0126 0.0018 0.0108 118 0.0126 0.0018 0.0108 119 0.0128 0.0018 0.0109 120 0.0128 0.0018 0. 0110 121 0.0130 0.0019 0.0111 122 0.0130 0.0019 0.0112 123 0.0132 0.0019 0.0113 124 0.0132 0.0019 0.0113 125 0.0134 0.0019 0. 0115 126 0.0135 0.0019 0. 0115 127 0.0136 0.0020 0.0116 128 0.0137 0.0020 0.0117 129 0.0138 0.0020 0. 0118 130 0.0139 0.0020 0.0119 131 0.0141 0.0020 0.0121 132 0.0142 0.0020 0.0121 133 0.0143 0.0021 0.0123 134 0.0144 0.0021 0.0123 135 0.0146 0.0021 0.0125 136 0.0147 0.0021 0.0126 137 0.0149 0.0021 0.0127 138 0.0150 0.0022 0.0128 139 0.0152 0.0022 0.0130 140 0.0153 0.0022 0.0131 141 0.0155 0.0022 0.0133 142 0.0156 0.0022 0.0134 143 0.0159 0.0023 0.0136 144 0.0160 0.0023 0.0137 145 0.0194 0.0028 0.0166 146 0.0195 0.0028 0.0167 147 0.0198 0.0028 0.0169 148 0.0199 0.0029 0.0171 149 0.0202 0.0029 0.0173 150 0.0203 0.0029 0.0174 151 0.0206 0.0030 0.0177 152 0.0208 0.0030 0.0178 153 0.0211 0.0030 0.0181 154 0.0213 0.0031 0.0182 155 0.0216 0.0031 0.0185 156 0.0218 0.0031 0.0187 157 0.0222 0.0032 0.0190 158 0.0224 0.0032 0.0191 159 0.0228 0.0033 0.0195 160 0.0230 0.0033 0.0197 161 0.0234 0.0034 0.0201 162 0.0237 0.0034 0.0202 163 0.0241 0.0035 0.0207 164 0.0244 0.0035 0.0209 165 0.0249 0.0036 0.0213 166 0.0252 0.0036 0.0216 167 0.0258 0.0037 0.0221 168 0.0261 0.0038 0.0224 169 0.0268 0.0039 0.0229 170 0.0271 0.0039 0.0232 171 0.0279 0.0040 0.0239 172 0.0283 0.0041 0.0242 173 0.0292 0.0042 0.0250 174 0.0296 0.0043 0.0254 175 0.0307 0.0044 0.0262 176 0.0312 0.0045 0.0267 177 0.0324 0.0047 0. 0277 178 0.0330 0.0048 0.0283 179 0.0345 0.0050 0.0295 180 0.0353 0.0051 0.0302 181 0.0371 0.0053 0.0318 182 0.0381 0.0055 0.0326 183 0.0405 0.0058 0.0346 184 0.0418 0.0060 0.0358 185 0.0335 0.0048 0.0287 186 0.0354 0.0051 0.0303 187 0.0402 0.0058 0.0344 188 0.0434 0.0062 0.0371 189 0.0523 0.0075 0.0448 190 0.0590 0.0081 0.0508 191 0.0843 0.0081 0.0762 192 0.1160 0.0081 0.1078 193 0.3629 0.0081 0.3548 194 0.0687 0.0081 0.0605 195 0.0473 0.0068 0.0405 196 0.0376 0.0054 0.0322 197 0.0433 0.0062 0.0371 198 0.0392 0.0056 0.0336 199 0.0362 0.0052 0.0310 200 0.0337 0.0049 0.0289 201 0.0318 0.0046 0. 0272 202 0.0301 0.0043 0.0258 203 0.0287 0.0041 0.0246 204 0.0275 0.0040 0.0236 205 0.0264 0.0038 0.0226 206 0.0255 0.0037 0.0218 207 0.0247 0.0035 0.0211 208 0.0239 0.0034 0.0205 209 0.0232 0.0033 0.0199 210 0.0226 0.0032 0.0193 211 0.0220 0.0032 0.0188 212 0.0214 0.0031 0.0184 213 0.0210 0.0030 0.0179 214 0.0205 0.0029 0.0175 215 0.0201 0.0029 0.0172 216 0.0197 0.0028 0.0168 217 0.0161 0.0023 0.0138 218 0.0157 0.0023 0.0135 219 0.0154 0.0022 0.0132 220 0.0151 0.0022 0.0129 221 0.0148 0.0021 0.0127 222 0.0145 0.0021 0.0124 223 0.0142 0.0020 0.0122 224 0.0140 0.0020 0.0120 225 0.0138 0.0020 0. 0118 226 0.0135 0.0019 0.0116 227 0.0133 0.0019 0.0114 228 0.0131 0.0019 0.0112 229 0.0129 0.0019 0. 0110 230 0.0127 0.0018 0.0109 231 0.0125 0.0018 0.0107 232 0.0123 0.0018 0.0106 233 0.0122 0.0018 0.0104 234 0.0120 0.0017 0.0103 235 0.0119 0.0017 0.0101 236 0.0117 0.0017 0.0100 237 0.0116 0.0017 0.0099 238 0.0114 0.0016 0.0098 239 0.0113 0.0016 0.0097 240 0.0111 0.0016 0.0095 241 0. 0110 0.0016 0.0094 242 0.0109 0.0016 0.0093 243 0.0108 0.0016 0.0092 244 0.0107 0.0015 0.0091 245 0.0105 0.0015 0.0090 246 0.0104 0.0015 0.0089 247 0.0103 0.0015 0.0088 248 0.0102 0.0015 0.0088 249 0.0101 0.0015 0.0087 250 0.0100 0.0014 0.0086 251 0.0099 0.0014 0.0085 252 0.0098 0.0014 0.0084 253 0.0098 0.0014 0.0083 254 0.0097 0.0014 0.0083 255 0. 0096 0.0014 0.0082 256 0.0095 0.0014 0.0081 257 0.0094 0.0014 0.0081 258 0.0093 0.0013 0.0080 259 0.0093 0.0013 0.0079 260 0.0092 0.0013 0.0079 261 0.0091 0.0013 0.0078 262 0.0090 0.0013 0.0077 263 0.0090 0.0013 0.0077 264 0.0089 0.0013 0.0076 265 0.0088 0.0013 0.0076 266 0.0088 0.0013 0.0075 267 0.0087 0.0013 0.0074 268 0.0086 0.0012 0.0074 269 0.0086 0.0012 0.0073 270 0.0085 0.0012 0.0073 271 0.0084 0.0012 0.0072 272 0.0084 0.0012 0.0072 273 0.0083 0.0012 0.0071 274 0.0083 0.0012 0.0071 275 0.0082 0.0012 0.0070 276 0.0082 0.0012 0.0070 277 0.0081 0.0012 0.0069 278 0.0081 0.0012 0.0069 279 0.0080 0.0012 0.0069 280 0.0080 0. 0011 0.0068 281 0.0079 0. 0011 0.0068 282 0.0079 0. 0011 0.0067 283 0.0078 0. 0011 0.0067 284 0.0078 0. 0011 0.0066 285 0.0077 0. 0011 0.0066 286 0.0077 0. 0011 0.0066 287 0.0076 0. 0011 0.0065 288 0.0076 0. 0011 0.0065 -------------------------------------------------------------------- Total soil rain loss= Total effective rainfall= 0.63(In) 4.19(In) Peak flow rate in flood hydrograph = 18.90(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 -HOUR STORM R u n o f f Hydrograph in 5 Time(h+m) Volume Ac.Ft Q(CFS) 0 H y d r o g r a p h Minute intervals ((CFS)) 5.0 10.0 15.0 20.0 o+ 5 0.0003 0.04 Q 0+10 0.0023 0.28 Q 0+15 0.0060 0.54 VQ 0+20 0.0102 0.62 VQ 0+25 0.0146 0.64 VQ 0+30 0.0191 0.65 VQ 0+35 0.0236 0.65 VQ 0+40 0.0280 0.65 VQ 0+45 0.0325 0.65 VQ 0+50 0.0370 0.65 VQ 0+55 0.0416 0.66 VQ 1+ 0 0.0461 0.66 VQ 1+ 5 0.0506 0.66 VQ 1+10 0.0552 0.66 VQ 1+15 0.0598 0.66 VQ 1+20 0.0644 0.67 VQ 1+25 0.0690 0.67 VQ 1+30 0.0736 0.67 Q 1+35 0.0782 0.67 Q 1+40 0.0829 0.68 Q 1+45 0.0876 0.68 Q 1+50 0.0922 0.68 Q 1+55 0.0969 0.68 Q 2+ 0 0.1016 0.68 Q 2+ 5 0.1064 0.69 Q 2+10 0.1111 0.69 Q 2+15 0.1159 0.69 Q 2+20 0.1206 0.69 Q 2+25 0.1254 0.69 Q 2+30 0.1302 0.70 Q 2+35 0.1350 0.70 Q 2+40 0.1399 0.70 Q 2+45 0.1447 0.70 QV 2+50 0.1496 0.71 QV 2+55 0.1545 0.71 QV 3+ 0 0.1594 0.71 QV 3+ 5 0.1643 0.71 QV 3+10 0.1692 0. 72 QV 3+15 0.1742 0. 72 QV 3+20 0.1792 0. 72 QV 3+25 0.1841 0. 72 QV 3+30 0.1891 0.73 QV 3+35 0.1942 0.73 QV 3+40 0.1992 0.73 QV 3+45 0.2043 0.73 QV 3+50 0.2094 0.74 QV 3+55 0.2145 0.74 Q V 4+ 0 0.2196 0.74 Q V 4+ 5 0.2247 0.75 Q V 4+10 0.2299 0.75 Q V 4+15 0.2350 0.75 Q V 4+20 0.2402 0.75 Q V 4+25 0.2455 0.76 Q V 4+30 0.2507 0.76 Q V 4+35 0.2559 0.76 Q V 4+40 0.2612 0. 77 Q V 4+45 0.2665 0. 77 Q V 4+50 0.2718 0. 77 Q V 4+55 0. 2772 0.78 Q V 5+ 0 0.2826 0.78 Q V 5+ 5 0.2879 0.78 Q V 5+10 0.2933 0.79 Q V 5+15 0.2988 0.79 Q V 5+20 0.3042 0.79 Q V 5+25 0.3097 0.80 Q V 5+30 0.3152 0.80 Q V 5+35 0.3207 0.80 Q V 5+40 0.3263 0.81 Q V 5+45 0.3318 0.81 Q V 5+50 0.3374 0.81 Q V 5+55 0.3431 0.82 Q V 6+ 0 0.3487 0.82 Q V 6+ 5 0.3544 0.82 Q V 6+10 0.3601 0.83 Q V 6+15 0.3658 0.83 Q V 6+20 0.3716 0.83 Q V 6+25 0.3773 0.84 Q V 6+30 0.3831 0.84 Q V 6+35 0.3890 0.85 Q V 6+40 0.3948 0.85 Q V 6+45 0.4007 0.85 Q V 6+50 0.4066 0.86 Q V 6+55 0.4126 0.86 Q V 7+ 0 0.4186 0.87 Q V 7+ 5 0.4246 0.87 Q V 7+10 0.4306 0.88 Q V 7+15 0.4367 0.88 Q V 7+20 0.4428 0.89 Q V 7+25 0.4489 0.89 Q V 7+30 0.4550 0.89 Q V 7+35 0.4612 0.90 Q V 7+40 0.4675 0.90 Q V 7+45 0.4737 0.91 Q V 7+50 0.4800 0.91 Q V 7+55 0.4863 0.92 Q V 8+ 0 0.4927 0.92 Q V 8+ 5 0.4991 0.93 Q V 8+10 0.5055 0.93 Q V 8+15 0.5120 0.94 Q V 8+20 0.5185 0.95 Q V 8+25 0.5251 0.95 Q V 8+30 0.5317 0. 96 Q V 8+35 0.5383 0. 96 Q V 8+40 0.5450 0.97 Q V 8+45 0.5517 0.97 Q V 8+50 0.5584 0.98 Q V 8+55 0.5652 0.99 Q V 9+ 0 0.5720 0.99 Q V 9+ 5 0.5789 1. 00 Q V 9+10 0.5859 1. 01 Q V 9+15 0.5928 1. 01 Q V 9+20 0.5998 1. 02 Q V 9+25 0.6069 1. 03 Q V 9+30 0.6140 1. 03 Q V 9+35 0.6212 1. 04 Q V 9+40 0.6284 1. 05 Q V 9+45 0.6356 1. 05 Q V 9+50 0.6429 1. 06 Q V 9+55 0.6503 1. 07 Q V 10+ 0 0. 6577 1. 08 Q V 10+ 5 0.6652 1. 09 Q V 10+10 0. 6727 1. 09 Q V 10+15 0.6803 1. 10 Q V 10+20 0.6880 1. 11 Q V 10+25 0.6957 1. 12 Q V 10+30 0.7034 1. 13 Q V 10+35 0.7113 1. 14 Q V 10+40 0.7192 1. 15 Q V 10+45 0.7271 1. 16 Q V 10+50 0.7352 1. 1 7 Q V 10+55 0.7433 1. 18 Q V 11+ 0 0.7514 1. 19 Q V 11+ 5 0.7597 1. 20 Q V 11+10 0.7680 1. 21 Q V 11+15 0.7764 1. 22 Q V 11+20 0.7849 1. 23 Q V 11+25 0.7934 1. 24 Q IV 11+30 0.8021 1. 25 Q IV 11+35 0.8108 1. 27 Q IV 11+40 0.8196 1. 28 Q IV 11+45 0.8285 1. 29 Q IV 11+50 0.8375 1. 31 Q IV 11+55 0.8466 1. 32 Q V 12+ 0 0.8557 1. 33 Q V 12+ 5 0.8652 1. 37 Q V 12+10 0.8754 1. 48 Q V 12+15 0.8864 1. 61 Q V 12+20 0.8978 1. 66 Q V 12+25 0.9094 1. 68 Q V 12+30 0.9211 1. 70 Q V 12+35 0.9329 1. 72 Q V 12+40 0.9449 1. 74 Q V 12+45 0.9570 1. 76 Q V 12+50 0. 9692 1. 78 Q V 12+55 0.9816 1. 80 Q V 13+ 0 0.9941 1. 82 Q V 13+ 5 1.0068 1. 84 Q V 13+10 1. 0196 1. 86 Q V 13+15 1.0326 1. 89 Q V 13+20 1.0457 1. 91 Q V 13+25 1.0591 1. 94 Q V 13+30 1.0726 1. 96 Q V 13+35 1.0863 1. 99 Q V 13+40 1.1003 2.02 Q V 13+45 1.1144 2.05 Q V 13+50 1.1288 2.09 Q V 13+55 1.1434 2.12 Q V 14+ 0 1.1583 2.16 Q V 14+ 5 1.1734 2.20 Q V 14+10 1.1888 2.24 Q V 14+15 1.2045 2.28 Q V 14+20 1.2205 2.33 Q V 14+25 1.2369 2.38 Q V 14+30 1.2537 2.43 Q V 14+35 1.2708 2.49 Q V 14+40 1.2883 2.55 Q V 14+45 1.3063 2.61 Q V 14+50 1.3248 2.69 Q V 14+55 1.3439 2.76 Q V 15+ 0 1.3635 2.85 Q V 15+ 5 1.3838 2.95 Q V 15+10 1.4048 3.05 Q V 15+15 1.4267 3.17 Q V 15+20 1.4495 3.31 Q V 15+25 1. 4729 3.40 Q V 15+30 1.4951 3.22 Q V 15+35 1.5161 3.06 Q IV 15+40 1.5382 3.21 Q IV 15+45 1.5625 3.52 Q IV 15+50 1.5900 4.00 Q I V 15+55 1.6227 4.74 Q I V 16+ 0 1.6657 6.25 Q I V 16+ 5 1.7361 10.22 Q V 16+10 1.8662 18.90 V Q 16+15 1.9900 17.97 V Q 16+20 2.0511 8.88 Q V 16+25 2.0842 4.81 Q V 16+30 2.1113 3.93 Q V 16+35 2.1352 3.48 Q V 16+40 2.1576 3.25 Q V 16+45 2.1784 3.02 Q V 16+50 2.1979 2.83 Q V 16+55 2.2162 2.67 Q IV 17+ 0 2.2337 2.53 Q IV 17+ 5 2.2503 2.41 Q IV 17+10 2.2662 2.31 Q IV 17+15 2.2815 2.22 Q IV 17+20 2.2963 2.15 Q I V 17+25 2.3106 2.08 Q I V 17+30 2.3245 2.01 Q I V 17+35 2.3379 1. 96 Q I V 17+40 2.3510 1. 90 Q I V 17+45 2.3638 1. 85 Q I V 17+50 2.3763 1. 81 Q V 17+55 2.3884 1. 77 Q V 18+ 0 2.4004 1. 73 Q V 18+ 5 2.4119 1. 67 Q V 18+10 2.4225 1. 54 Q V 18+15 2.4322 1. 40 Q V 18+20 2.4414 1. 34 Q V 18+25 2.4504 1. 30 Q V 18+30 2.4591 1. 27 Q V 18+35 2.4677 1. 25 Q V 18+40 2.4762 1. 23 Q V 18+45 2.4845 1. 20 Q V 18+50 2.4926 1. 18 Q V 18+55 2.5006 1. 16 Q V 19+ 0 2.5085 1. 14 Q V 19+ 5 2.5162 1. 12 Q V 19+10 2.5239 1. 11 Q V 19+15 2.5314 1. 09 Q V 19+20 2.5388 1. 07 Q V 19+25 2.5461 1. 06 Q V 19+30 2.5532 1. 04 Q V 19+35 2.5603 1. 03 Q V 19+40 2.5673 1. 02 Q V 19+45 2.5742 1. 00 Q V 19+50 2.5811 0.99 Q V 19+55 2.5878 0.98 Q V 20+ 0 2.5944 0.97 Q V 20+ 5 2.6010 0.95 Q V 20+10 2.6075 0.94 Q V 20+15 2.6139 0.93 Q V 20+20 2.6203 0.92 Q V 20+25 2.6266 0.91 Q V 20+30 2.6328 0.90 Q V 20+35 2.6389 0.89 Q V 20+40 2.6450 0.88 Q V 20+45 2.6510 0.87 Q V 20+50 2.6570 0.87 Q V 20+55 2.6629 0.86 Q V 21+ 0 2.6688 0.85 Q V 21+ 5 2.6746 0.84 Q V 21+10 2.6803 0.83 Q V 21+15 2.6860 0.83 Q V 21+20 2.6916 0.82 Q V 21+25 2. 6972 0.81 Q V 21+30 2.7027 0.80 Q V 21+35 2.7082 0.80 Q V 21+40 2.7137 0.79 Q V 21+45 2.7191 0.78 Q V 21+50 2. 7244 0.78 Q V 21+55 2.7297 0. 77 Q V 22+ 0 2.7350 0. 77 Q V 22+ 5 2.7402 0.76 Q V 22+10 2.7454 0.75 Q V 22+15 2.7506 0.75 Q V 22+20 2.7557 0.74 Q V 22+25 2.7608 0.74 Q V 22+30 2.7658 0.73 Q V 22+35 2. 7708 0.73 Q V 22+40 2.7758 0. 72 Q V 22+45 2.7807 0. 72 Q V 22+50 2.7856 0.71 Q V 22+55 2.7904 0.71 Q V 23+ 0 2.7953 0.70 Q V 23+ 5 2.8001 0.70 Q V 23+10 2.8048 0.69 Q V 23+15 2. 8096 0.69 Q V 23+20 2.8143 0.68 Q V 23+25 2.8189 0.68 Q V 23+30 2.8236 0.67 Q V 23+35 2.8282 0.67 Q V 23+40 2.8328 0.67 Q V 23+45 2.8373 0.66 IQ VI 23+50 2.8419 0.66 IQ VI 23+55 2.8464 0.65 IQ VI 24+ 0 2.8509 0.65 IQ VI 24+ 5 2.8550 0.60 IQ VI 24+10 2.8575 0.36 Q VI 24+15 2.8582 0 .11 Q VI 24+20 2.8584 0.02 Q VI 24+25 2.8584 0.01 Q VI ----------------------------------------------------------------------- Time (Hours) 0.083 0.167 FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 -2018 Study date: 08/01/24 DIVERSIFIED MAPLE AVE CHAMBER ROUTING 8" OUTLET PIPE Program License Serial Number 6484 ********************* HYDROGRAPH INFORMATION********************** From study/file name: MAPLE-UH Dev-2yr.rte ****************************HYDROGRAPH DATA**************************** Number of intervals= 293 Time interval= 5.0 (Min.) Maximum/Peak flow rate 11.701 (CFS) Total volume= 1.811 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) Vol (Ac. Ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 0.000 to Point/Station 1.000 **** RETARDING BASIN ROUTING**** User entry of depth-outflow-storage data Total number of inflow hydrograph intervals= 293 Hydrograph time unit= 5.000 (Min.) Initial depth in storage basin= 0.00(Ft.) Initial basin depth= Initial basin storage= Initial basin outflow= 0. 0 0 (Ft.) 0. 00 (Ac. Ft) 0.00 (CFS) Depth vs. Storage and Depth vs. Discharge data: Basin Depth Storage Outflow (S-O*dt/2) (S+O*dt/2) (Ft.) (Ac.Ft) (CFS) (Ac.Ft) (Ac.Ft) 0.000 0.500 2.500 4.500 4.800 0.000 0.230 1.200 1.980 2.060 0.000 0.520 1.200 1.200 1.200 0.000 0.228 1.196 1.976 2.056 0.000 0.232 1.204 1.984 2.064 Hydrograph Detention Basin Routing Graph values: 'I'= unit inflow; 'O'=outflow at time shown Inflow (CFS) 0.03 0.18 Outflow (CFS) 0.00 0.00 Storage (Ac. Ft) . 0 0.000 0 0.001 0 2.9 I I 5.85 I I 8.78 I I Depth 11. 7 0 (Ft.) I o. oo I o. oo 0.250 0.34 0.01 0.003 0 0.01 0.333 0.39 0.01 0.005 OI 0.01 0.417 0.40 0.02 0.008 OI 0.02 0.500 0.41 0.02 0.010 OI 0.02 0.583 0.41 0.03 0.013 OI 0.03 0.667 0.41 0.03 0.015 OI 0.03 0.750 0.41 0.04 0.018 OI 0.04 0.833 0.41 0.05 0.021 OI 0.04 0.917 0.41 0.05 0.023 OI 0.05 1.000 0.41 0.06 0.026 OI 0.06 1.083 0.42 0.06 0.028 OI 0.06 1.167 0.42 0.07 0.030 OI 0.07 1.250 0.42 0.07 0.033 OI 0.07 1.333 0.42 0.08 0.035 OI 0.08 1.417 0.42 0.08 0.037 OI 0.08 1.500 0.42 0.09 0.040 OI 0.09 1.583 0.42 0.09 0.042 OI 0.09 1.667 0.42 0.10 0.044 OI 0.10 1. 7 50 0.43 0.11 0.046 OI 0.10 1.833 0.43 0.11 0.049 OI 0.11 1.917 0.43 0.11 0.051 OI 0.11 2.000 0.43 0.12 0.053 OI 0.12 2.083 0.43 0.12 0.055 OI 0.12 2.167 0.43 0.13 0.057 OI 0.12 2.250 0.43 0.13 0.059 OI 0.13 2.333 0.44 0.14 0.061 OI 0.13 2.417 0.44 0.14 0.063 OI 0.14 2.500 0.44 0.15 0.065 OI 0.14 2.583 0.44 0.15 0.067 OI 0.15 2.667 0.44 0.16 0.069 OI 0.15 2.750 0.44 0.16 0.071 OI 0.16 2.833 0.44 0.17 0.073 OI 0.16 2.917 0.45 0.17 0.075 OI 0.16 3.000 0.45 0.17 0.077 OI 0.17 3.083 0.45 0.18 0.079 OI 0.17 3.167 0.45 0.18 0.081 OI 0.18 3.250 0.45 0.19 0.083 OI 0.18 3.333 0.45 0.19 0.084 OI 0.18 3.417 0.46 0.19 0.086 OI 0.19 3.500 0.46 0.20 0.088 OI 0.19 3.583 0.46 0.20 0.090 OI 0.20 3.667 0.46 0.21 0.092 OI 0.20 3.750 0.46 0.21 0.093 OI 0.20 3.833 0.46 0.21 0.095 OI 0.21 3.917 0.47 0.22 0.097 OI 0.21 4.000 0.47 0.22 0.098 OI 0.21 4.083 0.47 0.23 0.100 OI 0.22 4.167 0.47 0.23 0.102 OI 0.22 4.250 0.47 0.23 0.103 OI 0.22 4.333 0.47 0.24 0.105 OI 0.23 4.417 0.48 0.24 0.107 OI 0.23 4.500 0.48 0.24 0.108 OI 0.24 4.583 0.48 0.25 0.110 OI 0.24 4.667 0.48 0.25 0.112 OI 0.24 4.750 0.48 0.26 0.113 OI 0.25 4.833 0.49 0.26 0.115 OI 0.25 4.917 0.49 0.26 0.116 OI 0.25 5.000 0.49 0.27 0.118 OI 0.26 5.083 0.49 0.27 0.119 OI 0.26 5.167 0.49 0.27 0.121 OI 0.26 5.250 0.50 0.28 0.122 OI 0.27 5.333 0.50 0.28 0.124 OI 0.27 5.417 0.50 0.28 0.125 OI 0.27 5.500 0.50 0.29 0.127 OI 0.28 5.583 0.50 0.29 0.128 OI 0.28 5.667 0.51 0.29 0.130 OI 0.28 5.750 0.51 0.30 0.131 OI 0.29 5.833 0.51 0.30 0.133 OI 0.29 5.917 0.51 0.30 0.134 OI 0.29 6.000 0.52 0.31 0.136 OI 0.29 6.083 0.52 0.31 0.137 OI 0.30 6.167 0.52 0.31 0.139 OI 0.30 6.250 0.52 0.32 0.140 OI 0.30 6.333 0.53 0.32 0.141 OI 0.31 6.417 0.53 0.32 0.143 OI 0.31 6.500 0.53 0.33 0.144 OI 0.31 6.583 0.53 0.33 0.146 OI 0.32 6.667 0.54 0.33 0.147 OI 0.32 6.750 0.54 0.34 0.148 OI 0.32 6.833 0.54 0.34 0.150 OI 0.33 6.917 0.54 0.34 0.151 OI 0.33 7.000 0.55 0.34 0.153 OI 0.33 7.083 0.55 0.35 0.154 OI 0.33 7.167 0.55 0.35 0.155 OI 0.34 7.250 0.55 0.35 0.157 OI 0.34 7.333 0.56 0.36 0.158 OI 0.34 7.417 0.56 0.36 0.159 OI 0.35 7.500 0.56 0.36 0.161 OI 0.35 7.583 0.57 0.37 0.162 0 0.35 7.667 0.57 0.37 0.164 0 0.36 7.750 0.57 0.37 0.165 0 0.36 7.833 0.58 0.38 0.166 0 0.36 7.917 0.58 0.38 0.168 0 0.36 8.000 0.58 0.38 0.169 0 0.37 8.083 0.59 0.39 0.171 0 0.37 8.167 0.59 0.39 0 .172 0 0.37 8.250 0.59 0.39 0.173 0 0.38 8.333 0.60 0.39 0.175 0 0.38 8.417 0.60 0.40 0.176 0 0.38 8.500 0.60 0.40 0 .177 0 0.39 8.583 0.61 0.40 0.179 0 0.39 8.667 0.61 0.41 0.180 0 0.39 8.750 0.61 0.41 0.182 0 0.39 8.833 0.62 0.41 0.183 0 0.40 8.917 0.62 0.42 0.184 0 0.40 9.000 0.63 0.42 0.186 0 0.40 9.083 0.63 0.42 0.187 0 0.41 9.167 0.63 0.43 0.189 0 0.41 9.250 0.64 0.43 0.190 0 0.41 9.333 0.64 0.43 0.192 0 0.42 9.417 0.65 0.44 0.193 0 0.42 9.500 0.65 0.44 0.194 0 0.42 9.583 0.66 0.44 0 .196 0 0.43 9.667 0.66 0.45 0.197 0 0.43 9.750 0.66 0.45 0.199 0 0.43 9.833 0.67 0.45 0.200 0 0.44 9.917 0.67 0.46 0.202 0 0.44 10.000 0.68 0.46 0.203 0 0.44 10.083 0.68 0.46 0.205 0 0.45 10.167 0.69 0.47 0.206 0 0.45 10.250 0.70 0.47 0.208 0 0.45 10.333 0.70 0.47 0.209 0 0.46 10.417 0.71 0.48 0.211 0 0.46 10.500 0.71 0.48 0.213 0 0.46 10.583 0. 72 0.48 0.214 0 0.47 10.667 0. 72 0.49 0.216 0 0.47 10.750 0.73 0.49 0.217 0 0.47 10.833 0.74 0.50 0.219 OI 0.48 10.917 0.74 0.50 0.221 OI 0.48 11.000 0.75 0.50 0.222 OI 0.48 11.083 0.76 0.51 0.224 OI 0.49 11.167 0.76 0.51 0.226 OI 0.49 11.250 0. 77 0.51 0.228 OI 0.49 11.333 0.78 0.52 0.229 OI 0.50 11.417 0.78 0.52 0.231 OI 0.50 11.500 0.79 0.52 0.233 OI 0.51 11.583 0.80 0.52 0.235 OI 0.51 11.667 0.81 0.52 0.237 OI 0.51 11.750 0.82 0.53 0.239 OI 0.52 11.833 0.82 0.53 0.241 OI 0.52 11.917 0.83 0.53 0.243 OI 0.53 12.000 0.84 0.53 0.245 OI 0.53 12.083 0.87 0.53 0.247 OI 0.54 12.167 0.95 0.53 0.250 OI 0.54 12.250 1. 05 0.54 0.253 OI 0.55 12.333 1. 08 0.54 0.257 OI 0.56 12.417 1. 10 0.54 0.260 0 I 0.56 12.500 1. 11 0.54 0.264 0 I 0.57 12.583 1. 12 0.55 0.268 0 I 0.58 12.667 1. 13 0.55 0. 272 0 I 0.59 12.750 1. 15 0.55 0.276 0 I 0.60 12.833 1. 16 0.56 0.280 0 I 0.60 12.917 1. 1 7 0.56 0.285 0 I 0.61 13.000 1. 19 0.56 0.289 0 I 0.62 13.083 1. 20 0.56 0.293 0 I 0.63 13.167 1. 21 0.57 0.298 0 I 0.64 13.250 1. 23 0.57 0.302 0 I 0.65 13.333 1. 25 0.57 0.307 0 I 0.66 13.417 1. 26 0.58 0.311 0 I 0.67 13.500 1. 28 0.58 0.316 0 I 0.68 13.583 1. 30 0.58 0.321 0 I 0.69 13.667 1. 32 0.59 0.326 0 I 0.70 13.750 1. 34 0.59 0.331 0 I 0.71 13.833 1. 36 0.59 0.336 0 I 0. 72 13.917 1. 38 0.60 0.342 0 I 0.73 14.000 1. 40 0.60 0.347 0 I 0.74 14.083 1. 43 0.61 0.353 0 I 0.75 14.167 1. 45 0.61 0.358 0 I 0.76 14.250 1. 48 0.61 0.364 0 I 0.78 14.333 1. 51 0.62 0.370 0 I 0.79 14.417 1. 54 0.62 0.376 0 I 0.80 14.500 1. 57 0.63 0.383 0 I 0.82 14.583 1. 61 0.63 0.389 0 I 0.83 14.667 1. 65 0.64 0. 396 0 I 0.84 14.750 1. 69 0.64 0.403 0 I 0.86 14.833 1. 73 0.65 0.411 0 I 0.87 14.917 1. 78 0.65 0.418 0 I 0.89 15.000 1. 83 0.66 0.426 0 I 0.90 15.083 1. 89 0.66 0.435 0 I 0.92 15.167 1. 96 0.67 0.443 0 I 0.94 15.250 2.03 0.68 0.452 0 I 0. 96 15.333 2.12 0.68 0.462 0 I 0.98 15.417 2.17 0.69 0. 472 0 I 1. 00 15.500 2.04 0.70 0.482 0 I 1. 02 15.583 1. 91 0.70 0.491 0 I 1. 04 15.667 1. 99 0.71 0.499 0 I 1. 05 15.750 2.19 0. 72 0.509 0 I 1. 07 15.833 2.48 0. 72 0.520 0 I 1. 10 15.917 2.92 0.73 0.533 0 I 1. 13 16.000 3.79 0.75 0.551 0 I 1. 16 16.083 6.22 0. 77 0.581 0 I 1. 22 16.167 11.70 0.81 0.637 0 I 1. 34 16.250 11.26 0.86 0.710 0 I 1. 49 16.333 5.56 0.89 0.762 0 I 1. 60 16.417 3.01 0.91 0.786 0 I 1. 65 16.500 2.48 0.92 0.798 0 I 1. 67 16.583 2.21 0.93 0.808 0 I 1. 69 16.667 2.08 0.93 0.816 0 I 1. 71 16.750 1. 94 0.94 0.824 0 I 1. 72 16.833 1. 82 0.94 0.830 0 I 1. 74 16.917 1. 72 0.94 0.836 0 I 1. 7 5 17.000 1. 64 0.95 0.841 0 I 1. 76 17.083 1. 56 0.95 0.845 0 I 1. 77 17.167 1.50 0.95 0.849 0 I 1. 78 17.250 1. 44 0. 96 0.853 OI 1. 78 17.333 1. 39 0. 96 0.856 OI 1. 79 17.417 1. 35 0. 96 0.859 OI 1. 80 17.500 1. 31 0. 96 0.862 OI 1. 80 17.583 1. 27 0. 96 0.864 OI 1. 81 17.667 1. 24 0.97 0.866 OI 1. 81 17.750 1. 21 0.97 0.868 OI 1. 81 17.833 1. 18 0.97 0.869 OI 1. 82 17.917 1. 16 0.97 0.871 OI 1. 82 18.000 1. 13 0.97 0. 872 OI 1. 82 18.083 1. 09 0.97 0.873 0 1. 83 18.167 1. 00 0.97 0.873 0 1. 83 18.250 0.89 0.97 0.873 0 1. 83 18.333 0.85 0.97 0. 872 0 1. 82 18.417 0.82 0.97 0.871 0 1. 82 18.500 0.81 0.97 0.870 0 1. 82 18.583 0.79 0.97 0.869 0 1. 82 18.667 0. 77 0.97 0.868 0 1. 82 18.750 0.76 0.97 0.867 0 1. 81 18.833 0.75 0.97 0.865 0 1. 81 18.917 0.73 0. 96 0.864 0 1. 81 19.000 0. 72 0. 96 0.862 IO 1. 80 19.083 0.71 0. 96 0.860 IO 1. 80 19.167 0.70 0. 96 0.858 IO 1. 80 19.250 0.69 0. 96 0.857 IO 1. 79 19.333 0.68 0. 96 0.855 IO 1. 79 19.417 0.67 0. 96 0.853 IO 1. 78 19.500 0.66 0. 96 0.851 IO 1. 78 19.583 0.65 0.95 0.849 IO 1. 78 19.667 0.64 0.95 0.847 IO 1. 77 19.750 0.63 0.95 0.844 IO 1. 77 19.833 0.62 0.95 0.842 IO 1. 76 19.917 0.62 0.95 0.840 IO 1. 76 20.000 0.61 0.95 0.838 IO 1. 7 5 20.083 0.60 0.94 0.835 IO 1. 7 5 20.167 0.59 0.94 0.833 IO 1. 74 20.250 0.59 0.94 0.830 IO 1. 74 20.333 0.58 0.94 0.828 IO 1. 73 20.417 0.57 0.94 0.826 IO 1. 73 20.500 0.57 0.94 0.823 IO 1. 72 20.583 0.56 0.93 0.820 IO 1. 72 20.667 0.56 0.93 0.818 IO 1. 71 20.750 0.55 0.93 0.815 IO 1. 71 20.833 0.55 0.93 0.813 IO 1. 70 20.917 0.54 0.93 0.810 IO 1. 70 21.000 0.53 0.92 0.807 IO 1. 69 21.083 0.53 0.92 0.805 IO 1. 68 21.167 0.52 0.92 0.802 IO 1. 68 21.250 0.52 0.92 0.799 IO 1. 67 21.333 0.52 0.92 0. 796 IO 1. 67 21.417 0.51 0.92 0.794 IO 1. 66 21.500 0.51 0.91 0.791 IO 1. 66 21.583 0.50 0.91 0.788 IO 1. 65 21.667 0.50 0.91 0.785 IO 1. 64 21.750 0.49 0.91 0.782 IO 1. 64 21.833 0.49 0.91 0.780 IO 1. 63 21.917 0.49 0.90 0. 777 IO 1. 63 22.000 0.48 0.90 0. 774 IO 1. 62 22.083 0.48 0.90 0. 771 IO 1. 62 22.167 0.47 0.90 0.768 IO 1. 61 22.250 0.47 0.90 0.765 IO 1. 60 22.333 0.47 0.89 0.762 IO 1. 60 22.417 0.46 0.89 0.759 IO 1. 59 22.500 0.46 0.89 0.756 IO 1. 59 22.583 0.46 0.89 0.753 IO 1. 58 22.667 0.45 0.88 0.750 IO 1. 57 22.750 0.45 0.88 0.747 IO 1. 57 22.833 0.45 0.88 0.744 IO 1. 56 22.917 0.44 0.88 0.741 IO 1. 55 23.000 0.44 0.88 0.738 IO 1. 55 23.083 0.44 0.87 0.735 IO 1. 54 23.167 0.44 0.87 0.732 IO 1. 54 23.250 0.43 0.87 0. 729 IO 1. 53 23.333 0.43 0.87 0. 726 IO 1. 52 23.417 0.43 0.87 0. 723 IO 1. 52 23.500 0.42 0.86 0. 720 IO 1. 51 23.583 0.42 0.86 0.717 IO 1.50 23.667 0.42 0.86 0.714 IO 1.50 23.750 0.42 0.86 0.711 IO 1. 49 23.833 0.41 0.86 0.708 IO 1. 49 23.917 0.41 0.85 0.705 I IO 1. 48 24.000 0.41 0.85 0.702 I IO 1. 4 7 24.083 0.38 0.85 0.699 I IO 1. 4 7 24.167 0.23 0.85 0.695 I 0 1. 46 24.250 0.07 0.84 0.690 I 0 1. 45 24.333 0.02 0.84 0.685 I 0 1. 44 24.417 0.00 0.83 0.679 I 0 1. 43 24.500 0.00 0.83 0.673 I 0 1. 41 24.583 0.00 0.83 0.668 I 0 1. 40 24.667 0.00 0.82 0.662 I 0 1. 39 24.750 0.00 0.82 0.656 I 0 1. 38 24.833 0.00 0.82 0.651 I 0 1. 37 24.917 0.00 0.81 0.645 I 0 1. 36 25.000 0.00 0.81 0.640 I 0 1. 34 25.083 0.00 0.80 0.634 I 0 1. 33 25.167 0.00 0.80 0.629 I 0 1. 32 25.250 0.00 0.80 0.623 I 0 1. 31 25.333 0.00 0.79 0.618 I 0 1. 30 25.417 0.00 0.79 0.612 I 0 1. 29 25.500 0.00 0.78 0.607 I 0 1. 28 25.583 0.00 0.78 0.601 I 0 1. 27 25.667 0.00 0.78 0. 596 I 0 1. 25 25.750 0.00 0. 77 0.591 I 0 1. 24 25.833 0.00 0. 77 0.585 I 0 1. 23 25.917 0.00 0. 77 0.580 I 0 1. 22 26.000 0.00 0.76 0.575 I 0 1. 21 26.083 0.00 0.76 0.570 I 0 1. 20 26.167 0.00 0.75 0.564 I 0 1. 19 26.250 0.00 0.75 0.559 I 0 1. 18 26.333 0.00 0.75 0.554 I 0 1. 1 7 26.417 0.00 0.74 0.549 I 0 1. 16 26.500 0.00 0.74 0.544 I 0 1. 15 26.583 0.00 0.74 0.539 I 0 1. 14 26.667 0.00 0.73 0.534 I 0 1. 13 26.750 0.00 0.73 0.529 IO 1. 12 26.833 0.00 0.73 0.524 IO 1. 11 26.917 0.00 0. 72 0.519 IO 1. 10 27.000 0.00 0. 72 0.514 IO 1. 08 27.083 0.00 0. 72 0.509 IO 1. 07 27.167 0.00 0.71 0.504 IO 1. 06 27.250 0.00 0.71 0.499 IO 1. 05 27.333 0.00 0.71 0.494 IO 1. 04 27.417 0.00 0.70 0.489 IO 1. 03 27.500 0.00 0.70 0.484 IO 1. 02 27.583 0.00 0.69 0.480 IO 1. 01 27.667 0.00 0.69 0.475 IO 1. 00 27.750 0.00 0.69 0.470 IO 0.99 27.833 0.00 0.68 0.465 IO 0.99 27.917 0.00 0.68 0.461 IO 0.98 28.000 0.00 0.68 0.456 IO 0.97 28.083 0.00 0.68 0.451 IO 0. 96 28.167 0.00 0.67 0.447 IO 0.95 28.250 0.00 0.67 0.442 IO 0.94 28.333 0.00 0.67 0.437 IO 0.93 28.417 0.00 0.66 0.433 IO 0.92 28.500 0.00 0.66 0.428 IO 0.91 28.583 0.00 0.66 0.424 IO 0.90 28.667 0.00 0.65 0.419 IO 0.89 28.750 0.00 0.65 0.415 IO 0.88 28.833 0.00 0.65 0.410 IO 0.87 28.917 0.00 0.64 0.406 IO 0.86 29.000 0.00 0.64 0.401 IO 0.85 29.083 0.00 0.64 0.397 IO 0.84 29.167 0.00 0.63 0.393 IO 0.84 29.250 0.00 0.63 0.388 IO 0.83 29.333 0.00 0.63 0.384 IO 0.82 29.417 0.00 0.62 0.380 IO 0.81 29.500 0.00 0.62 0.375 IO 0.80 29.583 0.00 0.62 0.371 IO 0.79 29.667 0.00 0.62 0.367 IO 0.78 29.750 0.00 0.61 0.363 IO 0. 77 29.833 0.00 0.61 0.358 IO 0.76 29.917 0.00 0.61 0.354 IO 0.76 30.000 0.00 0.60 0.350 IO 0.75 30.083 0.00 0.60 0.346 IO 0.74 30.167 0.00 0.60 0.342 IO 0.73 30.250 0.00 0.60 0.338 IO 0. 72 30.333 0.00 0.59 0.334 IO 0.71 30.417 0.00 0.59 0.330 IO 0.71 30.500 0.00 0.59 0.325 IO 0.70 30.583 0.00 0.58 0.321 IO 0.69 30.667 0.00 0.58 0.317 IO 0.68 30.750 0.00 0.58 0.313 IO 0.67 30.833 0.00 0.58 0.309 IO 0.66 30.917 0.00 0.57 0.305 IO 0.66 31.000 0.00 0.57 0.302 IO 0.65 31.083 0.00 0.57 0.298 IO 0.64 31.167 0.00 0.56 0.294 IO 0.63 31.250 0.00 0.56 0.290 IO 0.62 31.333 0.00 0.56 0.286 IO 0.62 31.417 0.00 0.56 0.282 IO 0.61 31.500 0.00 0.55 0.278 IO 0.60 31.583 0.00 0.55 0.275 IO 0.59 31.667 0.00 0.55 0.271 IO 0.58 31.750 0.00 0.55 0.267 IO 0.58 31.833 0.00 0.54 0.263 IO 0.57 31.917 0.00 0.54 0.259 IO 0.56 32.000 0.00 0.54 0.256 IO 0.55 32.083 0.00 0.54 0.252 IO 0.55 32.167 0.00 0.53 0.248 IO 0.54 32.250 0.00 0.53 0.245 IO 0.53 32.333 0.00 0.53 0.241 IO 0.52 32.417 0.00 0.53 0.237 IO 0.52 32.500 0.00 0.52 0.234 IO 0.51 32.583 0.00 0.52 0.230 IO 0.50 32.667 0.00 0.51 0.227 IO 0.49 32.750 0.00 0.50 0.223 IO 0.49 32.833 0.00 0.50 0.220 IO 0.48 32.917 0.00 0.49 0.216 IO 0.47 33.000 0.00 0.48 0.213 IO 0.46 33.083 0.00 0.47 0.210 IO 0.46 33.167 0.00 0.47 0.206 IO 0.45 33.250 0.00 0.46 0.203 IO 0.44 33.333 0.00 0.45 0.200 IO 0.44 33.417 0.00 0.45 0.197 IO 0.43 33.500 0.00 0.44 0.194 IO 0.42 33.583 0.00 0.43 0.191 IO 0.42 33.667 0.00 0.43 0.188 IO 0.41 33.750 0.00 0.42 0.185 IO 0.40 33.833 0.00 0.41 0.182 IO 0.40 33.917 0.00 0.41 0.179 IO 0.39 34.000 0.00 0.40 0 .177 IO 0.38 34.083 0.00 0.39 0.174 IO 0.38 34.167 0.00 0.39 0.171 IO 0.37 34.250 0.00 0.38 0.169 IO 0.37 34.333 0.00 0.38 0.166 IO 0.36 34.417 0.00 0.37 0.163 IO 0.36 34.500 0.00 0.36 0.161 0 0.35 34.583 0.00 0.36 0.158 0 0.34 34.667 0.00 0.35 0.156 0 0.34 34.750 0.00 0.35 0.154 0 0.33 34.833 0.00 0.34 0.151 0 0.33 34.917 0.00 0.34 0.149 0 0.32 35.000 0.00 0.33 0.147 0 0.32 35.083 0.00 0.33 0.144 0 0.31 35.167 0.00 0.32 0.142 0 0.31 35.250 0.00 0.32 0.140 0 0.30 35.333 0.00 0.31 0.138 0 0.30 35.417 0.00 0.31 0.136 0 0.29 35.500 0.00 0.30 0.134 0 0.29 35.583 0.00 0.30 0.131 0 0.29 35.667 0.00 0.29 0.129 0 0.28 35.750 0.00 0.29 0.127 0 0.28 35.833 0.00 0.28 0.125 0 0.27 35.917 0.00 0.28 0.124 0 0.27 36.000 0.00 0.27 0.122 0 0.26 36.083 0.00 0.27 0.120 0 0.26 36.167 0.00 0.27 0.118 0 0.26 36.250 0.00 0.26 0.116 0 0.25 36.333 0.00 0.26 0.114 0 0.25 36.417 0.00 0.25 0.113 0 0.24 36.500 0.00 0.25 0.111 0 0.24 36.583 0.00 0.25 0.109 0 0.24 36.667 0.00 0.24 0.107 0 0.23 36.750 0.00 0.24 0.106 0 0.23 36.833 0.00 0.24 0.104 0 0.23 36.917 0.00 0.23 0.102 0 0.22 37.000 0.00 0.23 0.101 0 0.22 37.083 0.00 0.22 0.099 0 0.22 37.167 0.00 0.22 0.098 0 0.21 37.250 0.00 0.22 0. 096 0 0.21 37.333 0.00 0.21 0.095 0 0.21 37.417 0.00 0.21 0.093 0 0.20 37.500 0.00 0.21 0.092 0 0.20 37.583 0.00 0.20 0.090 0 0.20 37.667 0.00 0.20 0.089 0 0.19 37.750 0.00 0.20 0.088 0 0.19 37.833 0.00 0.20 0.086 0 0.19 37.917 0.00 0.19 0.085 0 0.18 38.000 0.00 0.19 0.084 0 0.18 38.083 0.00 0.19 0.082 0 0.18 38.167 0.00 0.18 0.081 0 0.18 38.250 0.00 0.18 0.080 0 0.17 38.333 0.00 0.18 0.079 0 0.17 38.417 0.00 0.18 0.077 0 0.17 38.500 0.00 0.17 0.076 0 0.17 38.583 0.00 0.17 0.075 0 0.16 38.667 0.00 0.17 0.074 0 0.16 38.750 0.00 0.16 0.073 0 0.16 38.833 0.00 0.16 0. 072 0 0.16 38.917 0.00 0.16 0.071 0 0.15 39.000 0.00 0.16 0.069 0 0.15 39.083 0.00 0.15 0.068 0 0.15 39.167 0.00 0.15 0.067 0 0.15 39.250 0.00 0.15 0.066 0 0.14 39.333 0.00 0.15 0.065 0 0.14 39.417 0.00 0.15 0.064 0 0.14 39.500 0.00 0.14 0.063 0 0.14 39.583 0.00 0.14 0.062 0 0.14 39.667 0.00 0.14 0.061 0 0.13 39.750 0.00 0.14 0.060 0 0.13 39.833 0.00 0.13 0.059 0 0.13 39.917 0.00 0.13 0.058 0 0.13 40.000 0.00 0.13 0.058 0 0.13 40.083 0.00 0.13 0.057 0 0.12 40.167 0.00 0.13 0.056 0 0.12 40.250 0.00 0.12 0.055 0 0.12 40.333 0.00 0.12 0.054 0 0.12 40.417 0.00 0.12 0.053 0 0.12 40.500 0.00 0.12 0.052 0 0.11 40.583 0.00 0.12 0.052 0 0.11 40.667 0.00 0.11 0.051 0 0.11 40.750 0.00 0.11 0.050 0 0.11 40.833 0.00 0.11 0.049 0 0.11 40.917 0.00 0.11 0.049 0 0.11 41.000 0.00 0.11 0.048 0 0.10 41.083 0.00 0.11 0.047 0 0.10 41.167 0.00 0.10 0.046 0 0.10 41.250 0.00 0.10 0.046 0 0.10 41.333 0.00 0.10 0.045 0 0.10 41.417 0.00 0.10 0.044 0 0.10 41.500 0.00 0.10 0.044 0 0.09 41.583 0.00 0.10 0.043 0 0.09 41.667 0.00 0.10 0.042 0 0.09 41.750 0.00 0.09 0.042 0 0.09 41.833 0.00 0.09 0.041 0 0.09 41.917 0.00 0.09 0.040 0 0.09 42.000 0.00 0.09 0.040 0 0.09 42.083 0.00 0.09 0.039 0 0.08 42.167 0.00 0.09 0.038 0 0.08 42.250 0.00 0.09 0.038 0 0.08 42.333 0.00 0.08 0.037 0 0.08 42.417 0.00 0.08 0.037 0 0.08 42.500 0.00 0.08 0.036 0 0.08 42.583 0.00 0.08 0.036 0 0.08 42.667 0.00 0.08 0.035 0 0.08 42.750 0.00 0.08 0.034 0 0.07 42.833 0.00 0.08 0.034 0 0.07 42.917 0.00 0.08 0.033 0 0.07 43.000 0.00 0.07 0.033 0 0.07 43.083 0.00 0.07 0.032 0 0.07 43.167 0.00 0.07 0.032 0 0.07 43.250 0.00 0.07 0.031 0 0.07 43.333 0.00 0.07 0.031 0 0.07 43.417 0.00 0.07 0.030 0 0.07 43.500 0.00 0.07 0.030 0 0.07 43.583 0.00 0.07 0.029 0 0.06 43.667 0.00 0.07 0.029 0 0.06 43.750 0.00 0.06 0.029 0 0.06 43.833 0.00 0.06 0.028 0 0.06 43.917 0.00 0.06 0.028 0 0.06 44.000 0.00 0.06 0.027 0 0.06 44.083 0.00 0.06 0.027 0 0.06 44.167 0.00 0.06 0.026 0 0.06 44.250 0.00 0.06 0.026 0 0.06 44.333 0.00 0.06 0.026 0 0.06 44.417 0.00 0.06 0.025 0 0.05 44.500 0.00 0.06 0.025 0 0.05 44.583 0.00 0.06 0.024 0 0.05 44.667 0.00 0.05 0.024 0 0.05 44.750 0.00 0.05 0.024 0 0.05 44.833 0.00 0.05 0.023 0 0.05 44.917 0.00 0.05 0.023 0 0.05 45.000 0.00 0.05 0.023 0 0.05 45.083 0.00 0.05 0.022 0 0.05 45.167 0.00 0.05 0.022 0 0.05 45.250 0.00 0.05 0.022 0 0.05 45.333 0.00 0.05 0.021 0 0.05 45.417 0.00 0.05 0.021 0 0.05 45.500 0.00 0.05 0.021 0 0.04 45.583 0.00 0.05 0.020 0 0.04 45.667 0.00 0.05 0.020 0 0.04 45.750 0.00 0.04 0.020 0 0.04 45.833 0.00 0.04 0.019 0 0.04 45.917 0.00 0.04 0.019 0 0.04 46.000 0.00 0.04 0.019 0 0.04 46.083 0.00 0.04 0.018 0 0.04 46.167 0.00 0.04 0.018 0 0.04 46.250 0.00 0.04 0.018 0 0.04 46.333 0.00 0.04 0.018 0 0.04 46.417 0.00 0.04 0.017 0 0.04 46.500 0.00 0.04 0.017 0 0.04 46.583 0.00 0.04 0.017 0 0.04 46.667 0.00 0.04 0.017 0 0.04 46.750 0.00 0.04 0.016 0 0.04 46.833 0.00 0.04 0.016 0 0.03 46.917 0.00 0.04 0.016 0 0.03 47.000 0.00 0.04 0.016 0 0.03 47.083 0.00 0.03 0.015 0 0.03 47.167 0.00 0.03 0.015 0 0.03 47.250 0.00 0.03 0.015 0 0.03 47.333 0.00 0.03 0.015 0 0.03 47.417 0.00 0.03 0.014 0 0.03 47.500 0.00 0.03 0.014 0 0.03 47.583 0.00 0.03 0.014 0 0.03 47.667 0.00 0.03 0.014 0 0.03 47.750 0.00 0.03 0.014 0 0.03 47.833 0.00 0.03 0.013 0 0.03 47.917 0.00 0.03 0.013 0 0.03 48.000 0.00 0.03 0.013 0 0.03 48.083 0.00 0.03 0.013 0 0.03 48.167 0.00 0.03 0.013 0 0.03 48.250 0.00 0.03 0.012 0 0.03 48.333 0.00 0.03 0.012 0 0.03 48.417 0.00 0.03 0.012 0 0.03 48.500 0.00 0.03 0.012 0 0.03 48.583 0.00 0.03 0.012 0 0.03 48.667 0.00 0.03 0.011 0 0.02 48.750 0.00 0.03 0.011 0 0.02 48.833 0.00 0.02 0.011 0 0.02 48.917 0.00 0.02 0.011 0 0.02 49.000 0.00 0.02 0.011 0 0.02 49.083 0.00 0.02 0.011 0 0.02 49.167 0.00 0.02 0.010 0 0.02 49.250 0.00 0.02 0.010 0 0.02 49.333 0.00 0.02 0.010 0 0.02 49.417 0.00 0.02 0.010 0 0.02 49.500 0.00 0.02 0.010 0 0.02 49.583 0.00 0.02 0.010 0 0.02 49.667 0.00 0.02 0.009 0 0.02 49.750 0.00 0.02 0.009 0 0.02 49.833 0.00 0.02 0.009 0 0.02 49.917 0.00 0.02 0.009 0 0.02 50.000 0.00 0.02 0.009 0 0.02 50.083 0.00 0.02 0.009 0 0.02 50.167 0.00 0.02 0.009 0 0.02 50.250 0.00 0.02 0.008 0 0.02 50.333 0.00 0.02 0.008 0 0.02 50.417 0.00 0.02 0.008 0 0.02 50.500 0.00 0.02 0.008 0 0.02 50.583 0.00 0.02 0.008 0 0.02 50.667 0.00 0.02 0.008 0 0.02 50.750 0.00 0.02 0.008 0 0.02 50.833 0.00 0.02 0.008 0 0.02 50.917 0.00 0.02 0.007 0 0.02 51.000 0.00 0.02 0.007 0 0.02 51.083 0.00 0.02 0.007 0 0.02 51.167 0.00 0.02 0.007 0 0.02 51.250 0.00 0.02 0.007 0 0.02 51.333 0.00 0.02 0.007 0 0.02 51.417 0.00 0.02 0.007 0 0.01 51.500 0.00 0.02 0.007 0 0.01 51.583 0.00 0.01 0.007 0 0.01 51.667 0.00 0.01 0.007 0 0.01 51.750 0.00 0.01 0.006 0 0.01 51.833 0.00 0.01 0.006 0 0.01 51.917 0.00 0.01 0.006 0 0.01 52.000 0.00 0.01 0.006 0 0.01 52.083 0.00 0.01 0.006 0 0.01 52.167 0.00 0.01 0.006 0 0.01 52.250 0.00 0.01 0.006 0 0.01 52.333 0.00 0.01 0.006 0 0.01 52.417 0.00 0.01 0.006 0 0.01 52.500 0.00 0.01 0.006 0 0.01 52.583 0.00 0.01 0.005 0 0.01 52.667 0.00 0.01 0.005 0 0.01 52.750 0.00 0.01 0.005 0 0.01 52.833 0.00 0.01 0.005 0 0.01 52.917 0.00 0.01 0.005 0 0.01 53.000 0.00 0.01 0.005 0 0.01 53.083 0.00 0.01 0.005 0 0.01 53.167 0.00 0.01 0.005 0 0.01 53.250 0.00 0.01 0.005 0 0.01 53.333 0.00 0.01 0.005 0 0.01 53.417 0.00 0.01 0.005 0 0.01 53.500 0.00 0.01 0.005 0 0.01 53.583 0.00 0.01 0.005 0 0.01 53.667 0.00 0.01 0.004 0 0.01 53.750 0.00 0.01 0.004 0 0.01 53.833 0.00 0.01 0.004 0 0.01 53.917 0.00 0.01 0.004 0 0.01 54.000 0.00 0.01 0.004 0 0.01 54.083 0.00 0.01 0.004 0 0.01 54.167 0.00 0.01 0.004 0 0.01 54.250 0.00 0.01 0.004 0 0.01 54.333 0.00 0.01 0.004 0 0.01 54.417 0.00 0.01 0.004 0 0.01 54.500 0.00 0.01 0.004 0 0.01 54.583 0.00 0.01 0.004 0 0.01 54.667 0.00 0.01 0.004 0 0.01 54.750 0.00 0.01 0.004 0 0.01 54.833 0.00 0.01 0.004 0 0.01 54.917 0.00 0.01 0.004 0 0.01 55.000 0.00 0.01 0.003 0 0.01 55.083 0.00 0.01 0.003 0 0.01 55.167 0.00 0.01 0.003 0 0.01 55.250 0.00 0.01 0.003 0 0.01 55.333 0.00 0.01 0.003 0 0.01 55.417 0.00 0.01 0.003 0 0.01 55.500 0.00 0.01 0.003 0 0.01 55.583 0.00 0.01 0.003 0 0.01 55.667 0.00 0.01 0.003 0 0.01 55.750 0.00 0.01 0.003 0 0.01 55.833 0.00 0.01 0.003 0 0.01 55.917 0.00 0.01 0.003 0 0.01 56.000 0.00 0.01 0.003 0 0.01 56.083 0.00 0.01 0.003 0 0.01 56.167 0.00 0.01 0.003 0 0.01 56.250 0.00 0.01 0.003 0 0.01 56.333 0.00 0.01 0.003 0 0.01 56.417 0.00 0.01 0.003 0 0.01 56.500 0.00 0.01 0.003 0 0.01 56.583 0.00 0.01 0.003 0 0.01 56.667 0.00 0.01 0.003 0 0.01 56.750 0.00 0.01 0.003 0 0.01 56.833 0.00 0.01 0.002 0 0.01 56.917 0.00 0.01 0.002 0 0.01 57.000 0.00 0.01 0.002 0 0.01 57.083 0.00 0.01 0.002 0 0.01 57.167 0.00 0.01 0.002 0 0.01 57.250 0.00 0.01 0.002 0 0.00 57.333 0.00 0.01 0.002 0 0.00 57.417 0.00 0.01 0.002 0 0.00 57.500 0.00 0.00 0.002 0 0.00 57.583 0.00 0.00 0.002 0 0.00 57.667 0.00 0.00 0.002 0 0.00 57.750 0.00 0.00 0.002 0 0.00 57.833 0.00 0.00 0.002 0 0.00 57.917 0.00 0.00 0.002 0 0.00 58.000 0.00 0.00 0.002 0 0.00 58.083 0.00 0.00 0.002 0 0.00 58.167 0.00 0.00 0.002 0 0.00 58.250 0.00 0.00 0.002 0 0.00 58.333 0.00 0.00 0.002 0 0.00 58.417 0.00 0.00 0.002 0 0.00 58.500 0.00 0.00 0.002 0 0.00 58.583 0.00 0.00 0.002 0 0.00 58.667 0.00 0.00 0.002 0 0.00 58.750 0.00 0.00 0.002 0 0.00 58.833 0.00 0.00 0.002 0 0.00 58.917 0.00 0.00 0.002 0 0.00 59.000 0.00 0.00 0.002 0 0.00 59.083 0.00 0.00 0.002 0 0.00 59.167 0.00 0.00 0.002 0 0.00 59.250 0.00 0.00 0.002 0 0.00 59.333 0.00 0.00 0.002 0 0.00 59.417 0.00 0.00 0.002 0 0.00 59.500 0.00 0.00 0.002 0 0.00 59.583 0.00 0.00 0.001 0 0.00 59.667 0.00 0.00 0.001 0 0.00 59.750 0.00 0.00 0.001 0 0.00 59.833 0.00 0.00 0.001 0 0.00 59.917 0.00 0.00 0.001 0 0.00 60.000 0.00 0.00 0.001 0 0.00 60.083 0.00 0.00 0.001 0 0.00 60.167 0.00 0.00 0.001 0 0.00 60.250 0.00 0.00 0.001 0 0.00 60.333 0.00 0.00 0.001 0 0.00 60.417 0.00 0.00 0.001 0 0.00 60.500 0.00 0.00 0.001 0 0.00 60.583 0.00 0.00 0.001 0 0.00 60.667 0.00 0.00 0.001 0 0.00 60.750 0.00 0.00 0.001 0 0.00 60.833 0.00 0.00 0.001 0 0.00 60.917 0.00 0.00 0.001 0 0.00 61.000 0.00 0.00 0.001 0 0.00 61.083 0.00 0.00 0.001 0 0.00 61.167 0.00 0.00 0.001 0 0.00 61.250 0.00 0.00 0.001 0 0.00 61.333 0.00 0.00 0.001 0 0.00 61.417 0.00 0.00 0.001 0 0.00 61.500 0.00 0.00 0.001 0 0.00 61.583 0.00 0.00 0.001 0 0.00 61.667 0.00 0.00 0.001 0 0.00 61. 750 0.00 0.00 0.001 0 0.00 61.833 0.00 0.00 0.001 0 0.00 61. 91 7 0.00 0.00 0.001 0 0.00 62.000 0.00 0.00 0.001 0 0.00 62.083 0.00 0.00 0.001 0 0.00 62.167 0.00 0.00 0.001 0 0.00 62.250 0.00 0.00 0.001 0 0.00 62.333 0.00 0.00 0.001 0 0.00 62.417 0.00 0.00 0.001 0 0.00 62.500 0.00 0.00 0.001 0 0.00 62.583 0.00 0.00 0.001 0 0.00 62.667 0.00 0.00 0.001 0 0.00 62.750 0.00 0.00 0.001 0 0.00 62.833 0.00 0.00 0.001 0 0.00 62.917 0.00 0.00 0.001 0 0.00 63.000 0.00 0.00 0.001 0 0.00 63.083 0.00 0.00 0.001 0 0.00 63.167 0.00 0.00 0.001 0 0.00 63.250 0.00 0.00 0.001 0 0.00 63.333 0.00 0.00 0.001 0 0.00 63.417 0.00 0.00 0.001 0 0.00 63.500 0.00 0.00 0.001 0 0.00 63.583 0.00 0.00 0.001 0 0.00 63.667 0.00 0.00 0.001 0 0.00 63.750 0.00 0.00 0.001 0 0.00 63.833 0.00 0.00 0.001 0 0.00 63.917 0.00 0.00 0.001 0 0.00 64.000 0.00 0.00 0.001 0 0.00 64.083 0.00 0.00 0.001 0 0.00 64.167 0.00 0.00 0.001 0 0.00 64.250 0.00 0.00 0.001 0 0.00 64.333 0.00 0.00 0.001 0 0.00 64.417 0.00 0.00 0.001 0 0.00 64.500 0.00 0.00 0.001 0 0.00 64.583 0.00 0.00 0.001 0 0.00 64.667 0.00 0.00 0.001 0 0.00 64.750 0.00 0.00 0.001 0 0.00 64.833 0.00 0.00 0.001 0 0.00 64.917 0.00 0.00 0.001 0 0.00 65.000 0.00 0.00 0.001 0 0.00 65.083 0.00 0.00 0.001 0 0.00 65.167 0.00 0.00 0.001 0 0.00 65.250 0.00 0.00 0.001 0 0.00 65.333 65.417 65.500 65.583 65.667 65.750 65.833 65.917 0.00 0.00 0.001 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 0.00 0.00 0.000 0 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals= 791 Time interval= 5.0 (Min.) Maximum/Peak flow rate 0.971 (CFS) Total volume= 1.811 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) Vol (Ac. Ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 *********************************************************************** 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 -2018, Version 9.0 Study date 03/07/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardino County Synthetic Unit Hydrology Method Manual date -August 1986 Program License Serial Number 6484 DIVERSIFED-MAPLE AVE UH ANALYSIS-DEVELOPED CONDITION 2-YR STORM EVENT Storm Event Year= 2 Antecedent Moisture Condition 2 English (in-lb) Input Units Used English Rainfall Data (Inches) Input Values Used English Units used in output format Area averaged rainfall intensity isohyetal data: Sub-Area Duration Isohyetal (Ac.) (hours) (In) Rainfall data for year 2 8.20 Rainfall data for year 2 8.20 Rainfall data for year 2 8.20 1 6 24 0.63 1. 69 3.14 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm******** SCS curve SCS curve No. (AMCII) NO. (AMC 2) 32.0 32.0 Area (Ac.) 8.20 Area Fraction 1.000 Area-averaged adjusted loss rate Fm (In/Hr) Fp (Fig C6) Ap (In/Hr) (dee.) 0.978 0.100 0.098 ********* Area-Averaged low loss rate fraction, Yb ********** Area (Ac.) 0.82 7.38 Area Fract 0.100 0.900 SCS CN (AMC2) 32.0 98.0 SCS CN (AMC2) 32.0 98.0 s 15.70 0.20 Area-averaged catchment yield fraction, Y 0.833 Area-averaged low loss fraction, Yb= 0.167 Pervious Yield Fr 0.000 0.926 Fm (In/Hr) 0.098 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Watershed area= 8.20(Ac.) Catchment Lag time 0.135 hours Unit interval= 5.000 minutes Unit interval percentage of lag time= 61.7284 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.098(In/Hr) Average low loss rate fraction (Yb) = 0.167 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall= Computed peak 30-minute rainfall Specified peak 1-hour rainfall= Computed peak 3-hour rainfall= Specified peak 6-hour rainfall= Specified peak 24-hour rainfall= 0.232(In) 0.474(In) 0.626(In) l.15l(In) 1. 690 (In) 3.140(In) Rainfall depth area reduction factors: Usingatotalareaof 8.20(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall 0.232(In) 30-minute factor = 1.000 Adjusted rainfall 0.474(In) 1-hour factor 1.000 Adjusted rainfall 0.626(In) 3-hour factor = 1.000 Adjusted rainfall l.15l(In) 6-hour factor = 1.000 Adjusted rainfall 1. 690 (In) 24-hour factor = 1.000 Adjusted rainfall 3.140(In) U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval Number 1 2 3 4 5 6 Peak Unit Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 (K 'S' Graph Mean values 99.17 6.887 43.768 83.294 96.136 98.800 100.000 Unit Hydrograph ((CFS)) (CFS)) 6.829 36.575 39.197 12.736 2.642 1. 190 Adjusted mass rainfall Unit rainfall (In) (In) 0.2316 0.2316 0.3056 0.0740 0.3594 0.0538 0.4032 0.0438 0.4409 0.0376 0.4742 0.0334 0.5044 0.0302 0.5321 0. 0277 0. 5577 0.0257 0.5817 0.0240 0.6044 0.0226 0.6258 0.0214 0.6542 0.0284 0.6816 0.0274 0.7082 0.0266 0.7340 0.0258 0.7591 0.0251 0.7835 0.0244 0.8074 0.0239 0.8307 0.0233 0.8535 0.0228 0.8758 0.0223 0.8976 0.0219 0.9191 0.0214 0.9401 0.0210 0. 9608 0.0207 0.9811 0.0203 1. 0011 0.0200 29 1.0208 0.0197 30 1.0402 0.0194 31 1.0592 0.0191 32 1.0781 0.0188 33 1.0966 0.0186 34 1.1149 0.0183 35 1.1330 0.0181 36 1.1508 0.0178 37 1.1684 0.0176 38 1.1858 0.0174 39 1.2030 0.0172 40 1.2200 0.0170 41 1.2369 0.0168 42 1.2535 0.0166 43 1.2699 0.0165 44 1.2862 0.0163 45 1.3024 0.0161 46 1.3183 0.0160 47 1.3341 0.0158 48 1.3498 0.0157 49 1.3653 0.0155 50 1.3807 0.0154 51 1.3959 0.0152 52 1.4110 0.0151 53 1.4260 0.0150 54 1.4409 0.0149 55 1.4556 0.0147 56 1. 4702 0.0146 57 1. 4847 0.0145 58 1.4991 0.0144 59 1.5133 0.0143 60 1.5275 0.0142 61 1.5416 0.0141 62 1.5555 0.0140 63 1.5694 0.0139 64 1.5831 0.0138 65 1.5968 0.0137 66 1.6104 0.0136 67 1.6239 0.0135 68 1.6373 0.0134 69 1.6506 0.0133 70 1.6638 0.0132 71 1.6769 0.0131 72 1.6900 0.0131 73 1.7004 0.0104 74 1.7108 0.0104 75 1.7211 0.0103 76 1.7313 0.0102 77 1.7414 0.0101 78 1. 7515 0.0101 79 1.7615 0.0100 80 1.7714 0.0099 81 1.7813 0.0099 82 1.7911 0.0098 83 1.8008 0.0097 84 1.8105 0.0097 85 1.8201 0. 0096 86 1.8296 0.0095 87 1.8391 0.0095 88 1.8485 0.0094 89 1.8579 0.0094 90 1.8672 0.0093 91 1.8764 0.0092 92 1.8856 0.0092 93 1. 8 94 7 0.0091 94 1.9038 0.0091 95 1.9128 0.0090 96 1.9218 0.0090 97 1.9307 0.0089 98 1.9396 0.0089 99 1.9484 0.0088 100 1. 9572 0.0088 101 1.9659 0.0087 102 1.9746 0.0087 103 1.9832 0.0086 104 1.9918 0.0086 105 2.0003 0.0085 106 2.0088 0.0085 107 2.0173 0.0084 108 2.0257 0.0084 109 2.0340 0.0084 110 2.0423 0.0083 111 2.0506 0.0083 112 2.0589 0.0082 113 2.0670 0.0082 114 2.0752 0.0082 115 2.0833 0.0081 116 2.0914 0.0081 117 2.0994 0.0080 118 2.1074 0.0080 119 2.1154 0.0080 120 2.1233 0.0079 121 2.1312 0.0079 122 2.1391 0.0079 123 2.1469 0.0078 124 2.1547 0.0078 125 2.1624 0.0077 126 2.1701 0.0077 127 2.1778 0.0077 128 2.1855 0.0076 129 2.1931 0.0076 130 2.2006 0.0076 131 2.2082 0.0075 132 2.2157 0.0075 133 2.2232 0.0075 134 2.2307 0.0075 135 2.2381 0.0074 136 2.2455 0.0074 137 2.2528 0.0074 138 2.2602 0.0073 139 2.2675 0.0073 140 2.2747 0.0073 141 2.2820 0.0072 142 2.2892 0.0072 143 2.2964 0.0072 144 2.3036 0.0072 145 2.3107 0.0071 146 2.3178 0.0071 147 2.3249 0.0071 148 2.3319 0.0071 149 2.3390 0.0070 150 2.3460 0.0070 151 2.3529 0.0070 152 2.3599 0.0070 153 2.3668 0.0069 154 2.3737 0.0069 155 2.3806 0.0069 156 2.3875 0.0069 157 2.3943 0.0068 158 2.4011 0.0068 159 2.4079 0.0068 160 2.4146 0.0068 161 2.4214 0.0067 162 2.4281 0.0067 163 2.4347 0.0067 164 2.4414 0.0067 165 2.4481 0.0066 166 2.4547 0.0066 167 2.4613 0.0066 168 2.4678 0.0066 169 2.4744 0.0066 170 2.4809 0.0065 171 2.4874 0.0065 172 2.4939 0.0065 173 2.5004 0.0065 174 2.5068 0.0064 175 2.5133 0.0064 176 2.5197 0.0064 177 2.5261 0.0064 178 2.5324 0.0064 179 2.5388 0.0063 180 2.5451 0.0063 181 2.5514 0.0063 182 2. 5577 0.0063 183 2.5640 0.0063 184 2.5702 0.0063 185 2.5765 0.0062 186 2.5827 0.0062 187 2.5889 0.0062 188 2.5951 0.0062 189 2.6012 0.0062 190 2.6074 0.0061 191 2.6135 0.0061 192 2.6196 0.0061 193 2.6257 0.0061 194 2.6317 0.0061 195 2.6378 0.0061 196 2.6438 0.0060 197 2.6499 0.0060 198 2.6559 0.0060 199 2.6618 0.0060 200 2.6678 0.0060 201 2.6738 0.0060 202 2.6797 0.0059 203 2.6856 0.0059 204 2.6915 0.0059 205 2.6974 0.0059 206 2.7033 0.0059 207 2.7091 0.0059 208 2.7150 0.0058 209 2. 7208 0.0058 210 2.7266 0.0058 211 2.7324 0.0058 212 2.7382 0.0058 213 2.7440 0.0058 214 2.7497 0.0057 215 2.7554 0.0057 216 2.7612 0.0057 217 2.7669 0.0057 218 2.7726 0.0057 219 2.7782 0.0057 220 2.7839 0.0057 221 2.7895 0.0056 222 2.7952 0.0056 223 2.8008 0.0056 224 2.8064 0.0056 225 2.8120 0.0056 226 2.8176 0.0056 227 2.8231 0.0056 228 2.8287 0.0056 229 2.8342 0.0055 230 2.8398 0.0055 231 2.8453 0.0055 232 2.8508 0.0055 233 2.8562 0.0055 234 2.8617 0.0055 235 2.8672 0.0055 236 2.8726 0.0054 237 2.8781 0.0054 238 2.8835 0.0054 239 2.8889 0.0054 240 2.8943 0.0054 241 2.8997 0.0054 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 Unit Period (number) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2.9050 2.9104 2.9157 2.9211 2.9264 2.9317 2.9370 2.9423 2.9476 2.9528 2.9581 2. 9633 2. 9685 2.9738 2.9790 2.9842 2.9893 2.9945 2.9997 3.0048 3.0100 3.0151 3.0202 3.0253 3.0304 3.0355 3.0406 3.0456 3.0507 3.0557 3.0608 3.0658 3.0708 3.0758 3.0808 3.0858 3.0908 3.0957 3.1007 3.1056 3.1106 3.1155 3.1204 3.1253 3.1302 3.1351 3.1400 Unit Rainfall (In) 0.0049 0.0049 0.0049 0.0049 0.0049 0.0049 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.0052 0.0054 0.0054 0.0053 0.0053 0.0053 0.0053 0.0053 0.0053 0.0053 0.0053 0.0053 0.0052 0.0052 0.0052 0.0052 0.0052 0.0052 0.0052 0.0052 0.0052 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.0051 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0050 0.0049 0.0049 0.0049 0.0049 0.0049 0.0049 0.0049 0.0049 Unit Soil-Loss (In) 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0008 0.0009 0.0009 0.0009 Effective Rainfall (In) 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0042 0.0042 0.0042 0.0042 0.0042 0.0042 0.0042 0.0042 0.0043 0.0043 0.0043 20 0.0052 0.0009 0.0043 21 0.0052 0.0009 0.0043 22 0.0052 0.0009 0.0043 23 0.0052 0.0009 0.0043 24 0.0052 0.0009 0.0044 25 0.0053 0.0009 0.0044 26 0.0053 0.0009 0.0044 27 0.0053 0.0009 0.0044 28 0.0053 0.0009 0.0044 29 0.0053 0.0009 0.0044 30 0.0053 0.0009 0.0044 31 0.0054 0.0009 0.0045 32 0.0054 0.0009 0.0045 33 0.0054 0.0009 0.0045 34 0.0054 0.0009 0.0045 35 0.0054 0.0009 0.0045 36 0.0054 0.0009 0.0045 37 0.0055 0.0009 0.0046 38 0.0055 0.0009 0.0046 39 0.0055 0.0009 0.0046 40 0.0055 0.0009 0.0046 41 0.0056 0.0009 0.0046 42 0.0056 0.0009 0.0046 43 0.0056 0.0009 0.0047 44 0.0056 0.0009 0.0047 45 0.0056 0.0009 0.0047 46 0.0056 0.0009 0.0047 47 0.0057 0.0009 0.0047 48 0.0057 0.0009 0.0047 49 0.0057 0.0010 0.0048 50 0.0057 0.0010 0.0048 51 0.0058 0.0010 0.0048 52 0.0058 0.0010 0.0048 53 0.0058 0.0010 0.0048 54 0.0058 0.0010 0.0049 55 0.0059 0.0010 0.0049 56 0.0059 0.0010 0.0049 57 0.0059 0.0010 0.0049 58 0.0059 0.0010 0.0049 59 0.0060 0.0010 0.0050 60 0.0060 0.0010 0.0050 61 0.0060 0.0010 0.0050 62 0.0060 0.0010 0.0050 63 0.0061 0.0010 0.0050 64 0.0061 0.0010 0.0051 65 0.0061 0.0010 0.0051 66 0.0061 0.0010 0.0051 67 0.0062 0.0010 0.0051 68 0.0062 0.0010 0.0051 69 0.0062 0.0010 0.0052 70 0.0062 0.0010 0.0052 71 0.0063 0.0010 0.0052 72 0.0063 0.0010 0.0052 73 0.0063 0. 0011 0.0053 74 0.0063 0. 0011 0.0053 75 0.0064 0. 0011 0.0053 76 0.0064 0. 0011 0.0053 77 0.0064 0. 0011 0.0054 78 0.0065 0. 0011 0.0054 79 0.0065 0. 0011 0.0054 80 0.0065 0. 0011 0.0054 81 0.0066 0. 0011 0.0055 82 0.0066 0. 0011 0.0055 83 0.0066 0. 0011 0.0055 84 0.0067 0. 0011 0.0056 85 0.0067 0. 0011 0.0056 86 0.0067 0. 0011 0.0056 87 0.0068 0. 0011 0.0057 88 0.0068 0. 0011 0.0057 89 0.0069 0. 0011 0.0057 90 0.0069 0. 0011 0.0057 91 0.0069 0.0012 0.0058 92 0.0070 0.0012 0.0058 93 0.0070 0.0012 0.0058 94 0.0070 0.0012 0.0059 95 0.0071 0.0012 0.0059 96 0.0071 0.0012 0.0059 97 0.0072 0.0012 0.0060 98 0.0072 0.0012 0.0060 99 0.0072 0.0012 0.0060 100 0.0073 0.0012 0.0061 101 0.0073 0.0012 0.0061 102 0.0074 0.0012 0.0061 103 0.0074 0.0012 0.0062 104 0.0075 0.0012 0.0062 105 0.0075 0.0013 0.0063 106 0.0075 0.0013 0.0063 107 0.0076 0.0013 0.0063 108 0.0076 0.0013 0.0064 109 0.0077 0.0013 0.0064 110 0.0077 0.0013 0.0065 111 0.0078 0.0013 0.0065 112 0.0079 0.0013 0.0065 113 0.0079 0.0013 0.0066 114 0.0080 0.0013 0.0066 115 0.0080 0.0013 0.0067 116 0.0081 0.0013 0.0067 117 0.0082 0.0014 0.0068 118 0.0082 0.0014 0.0068 119 0.0083 0.0014 0.0069 120 0.0083 0.0014 0.0069 121 0.0084 0.0014 0.0070 122 0.0084 0.0014 0.0070 123 0.0085 0.0014 0.0071 124 0.0086 0.0014 0.0072 125 0.0087 0.0014 0.0072 126 0.0087 0.0015 0.0073 127 0.0088 0.0015 0.0074 128 0.0089 0.0015 0.0074 129 0.0090 0.0015 0.0075 130 0.0090 0.0015 0.0075 131 0.0091 0.0015 0.0076 132 0.0092 0.0015 0.0077 133 0.0093 0.0015 0.0078 134 0.0094 0.0016 0.0078 135 0.0095 0.0016 0.0079 136 0.0095 0.0016 0.0079 137 0.0097 0.0016 0.0081 138 0.0097 0.0016 0.0081 139 0.0099 0.0016 0.0082 140 0.0099 0.0017 0.0083 141 0.0101 0.0017 0.0084 142 0.0101 0.0017 0.0085 143 0.0103 0.0017 0.0086 144 0.0104 0.0017 0.0086 145 0.0131 0.0022 0.0109 146 0.0131 0.0022 0.0109 147 0.0133 0.0022 0.0111 148 0.0134 0.0022 0.0112 149 0.0136 0.0023 0.0113 150 0.0137 0.0023 0.0114 151 0.0139 0.0023 0. 0115 152 0.0140 0.0023 0.0116 153 0.0142 0.0024 0. 0118 154 0.0143 0.0024 0.0119 155 0.0145 0.0024 0.0121 156 0.0146 0.0024 0.0122 157 0.0149 0.0025 0.0124 158 0.0150 0.0025 0.0125 159 0.0152 0.0025 0.0127 160 0.0154 0.0026 0.0128 161 0.0157 0.0026 0.0131 162 0.0158 0.0026 0.0132 163 0.0161 0.0027 0.0134 164 0.0163 0.0027 0.0136 165 0.0166 0.0028 0.0139 166 0.0168 0.0028 0.0140 167 0.0172 0.0029 0.0143 168 0.0174 0.0029 0.0145 169 0.0178 0.0030 0.0149 170 0.0181 0.0030 0.0151 171 0.0186 0.0031 0.0155 172 0.0188 0.0031 0.0157 173 0.0194 0.0032 0.0161 174 0.0197 0.0033 0.0164 175 0.0203 0.0034 0.0169 176 0.0207 0.0034 0.0172 177 0.0214 0.0036 0.0179 178 0.0219 0.0036 0.0182 179 0.0228 0.0038 0.0190 180 0.0233 0.0039 0.0194 181 0.0244 0.0041 0.0204 182 0.0251 0.0042 0.0209 183 0.0266 0.0044 0.0222 184 0.0274 0.0046 0.0229 185 0.0214 0.0036 0.0178 186 0.0226 0.0038 0.0188 187 0.0257 0.0043 0.0214 188 0. 0277 0.0046 0.0231 189 0.0334 0.0056 0.0278 190 0.0376 0.0063 0.0314 191 0.0538 0.0081 0.0457 192 0.0740 0.0081 0.0658 193 0.2316 0.0081 0.2234 194 0.0438 0.0073 0.0365 195 0.0302 0.0050 0.0251 196 0.0240 0.0040 0.0200 197 0.0284 0.0047 0.0237 198 0.0258 0.0043 0.0215 199 0.0239 0.0040 0.0199 200 0.0223 0.0037 0.0186 201 0.0210 0.0035 0.0175 202 0.0200 0.0033 0.0167 203 0.0191 0.0032 0.0159 204 0.0183 0.0030 0.0153 205 0.0176 0.0029 0.0147 206 0.0170 0.0028 0.0142 207 0.0165 0.0027 0.0137 208 0.0160 0.0027 0.0133 209 0.0155 0.0026 0.0129 210 0.0151 0.0025 0.0126 211 0.0147 0.0025 0.0123 212 0.0144 0.0024 0.0120 213 0.0141 0.0023 0.0117 214 0.0138 0.0023 0. 0115 215 0.0135 0.0022 0.0112 216 0.0132 0.0022 0. 0110 217 0.0104 0.0017 0.0087 218 0.0102 0.0017 0.0085 219 0.0100 0.0017 0.0083 220 0.0098 0.0016 0.0082 221 0. 0096 0.0016 0.0080 222 0.0094 0.0016 0.0078 223 0.0092 0.0015 0.0077 224 0.0091 0.0015 0.0076 225 0.0089 0.0015 0.0074 226 0.0088 0.0015 0.0073 227 0.0086 0.0014 0.0072 228 0.0085 0.0014 0.0071 229 0.0084 0.0014 0.0070 230 0.0082 0.0014 0.0069 231 0.0081 0.0014 0.0068 232 0.0080 0.0013 0.0067 233 0.0079 0.0013 0.0066 234 0.0078 0.0013 0.0065 235 0.0077 0.0013 0.0064 236 0.0076 0.0013 0.0063 237 0.0075 0.0012 0.0062 238 0.0074 0.0012 0.0062 239 0.0073 0.0012 0.0061 240 0.0072 0.0012 0.0060 241 0.0071 0.0012 0.0059 242 0.0071 0.0012 0.0059 243 0.0070 0.0012 0.0058 244 0.0069 0. 0011 0.0058 245 0.0068 0. 0011 0.0057 246 0.0068 0. 0011 0.0056 247 0.0067 0. 0011 0.0056 248 0.0066 0. 0011 0.0055 249 0.0066 0. 0011 0.0055 250 0.0065 0. 0011 0.0054 251 0.0064 0. 0011 0.0054 252 0.0064 0. 0011 0.0053 253 0.0063 0. 0011 0.0053 254 0.0063 0.0010 0.0052 255 0.0062 0.0010 0.0052 256 0.0061 0.0010 0.0051 257 0.0061 0.0010 0.0051 258 0.0060 0.0010 0.0050 259 0.0060 0.0010 0.0050 260 0.0059 0.0010 0.0049 261 0.0059 0.0010 0.0049 262 0.0058 0.0010 0.0049 263 0.0058 0.0010 0.0048 264 0.0057 0.0010 0.0048 265 0.0057 0.0010 0.0048 266 0.0057 0.0009 0.0047 267 0.0056 0.0009 0.0047 268 0.0056 0.0009 0.0046 269 0.0055 0.0009 0.0046 270 0.0055 0.0009 0.0046 271 0.0055 0.0009 0.0045 272 0.0054 0.0009 0.0045 273 0.0054 0.0009 0.0045 274 0.0053 0.0009 0.0045 275 0.0053 0.0009 0.0044 276 0.0053 0.0009 0.0044 277 0.0052 0.0009 0.0044 278 0.0052 0.0009 0.0043 279 0.0052 0.0009 0.0043 280 0.0051 0.0009 0.0043 281 0.0051 0.0009 0.0043 282 0.0051 0.0008 0.0042 283 0.0050 0.0008 0.0042 284 0.0050 0.0008 0.0042 285 0.0050 0.0008 0.0042 286 0.0050 0.0008 0.0041 287 0.0049 0.0008 0.0041 288 0.0049 0.0008 0.0041 -------------------------------------------------------------------- Total soil rain loss= Total effective rainfall= 0.49(In) 2.65(In) Peak flow rate in flood hydrograph = ll.70(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 -HOUR STORM R u n o f f Hydrograph in 5 Time(h+m) Volume Ac.Ft Q(CFS) 0 H y d r o g r a p h Minute intervals ((CFS)) 5.0 10.0 15.0 20.0 o+ 5 0.0002 0.03 Q 0+10 0.0014 0.18 Q 0+15 0.0037 0.34 Q 0+20 0.0064 0.39 Q 0+25 0.0092 0.40 Q 0+30 0.0120 0.41 Q 0+35 0.0148 0.41 Q 0+40 0.0176 0.41 Q 0+45 0.0204 0.41 Q 0+50 0.0232 0.41 Q 0+55 0.0261 0.41 Q 1+ 0 0.0289 0.41 Q 1+ 5 0.0318 0.42 Q 1+10 0.0347 0.42 Q 1+15 0.0376 0.42 Q 1+20 0.0404 0.42 Q 1+25 0.0433 0.42 Q 1+30 0.0462 0.42 QV 1+35 0.0492 0.42 QV 1+40 0.0521 0.42 QV 1+45 0.0550 0.43 QV 1+50 0.0580 0.43 QV 1+55 0.0609 0.43 QV 2+ 0 0.0639 0.43 QV 2+ 5 0.0668 0.43 QV 2+10 0.0698 0.43 QV 2+15 0. 0728 0.43 QV 2+20 0.0758 0.44 QV 2+25 0.0788 0.44 QV 2+30 0.0818 0.44 QV 2+35 0.0849 0.44 QV 2+40 0.0879 0.44 QV 2+45 0.0910 0.44 Q V 2+50 0.0940 0.44 Q V 2+55 0.0971 0.45 Q V 3+ 0 0.1002 0.45 Q V 3+ 5 0.1033 0.45 Q V 3+10 0.1064 0.45 Q V 3+15 0.1095 0.45 Q V 3+20 0.1126 0.45 Q V 3+25 0.1158 0.46 Q V 3+30 0.1189 0.46 Q V 3+35 0.1221 0.46 Q V 3+40 0.1252 0.46 Q V 3+45 0.1284 0.46 Q V 3+50 0.1316 0.46 Q V 3+55 0.1348 0.47 Q V 4+ 0 0.1381 0.47 Q V 4+ 5 0.1413 0.47 Q V 4+10 0.1445 0.47 Q V 4+15 0.1478 0.47 Q V 4+20 0.1511 0.47 Q V 4+25 0.1543 0.48 Q V 4+30 0.1576 0.48 Q V 4+35 0.1609 0.48 Q V 4+40 0.1643 0.48 Q V 4+45 0.1676 0.48 Q V 4+50 0.1710 0.49 Q V 4+55 0.1743 0.49 Q V 5+ 0 0. 1 777 0.49 Q V 5+ 5 0.1811 0.49 Q V 5+10 0.1845 0.49 Q V 5+15 0.1879 0.50 Q V 5+20 0.1913 0.50 Q V 5+25 0.1948 0.50 IQ V 5+30 0.1982 0.50 IQ V 5+35 0.2017 0.50 IQ V 5+40 0.2052 0.51 IQ V 5+45 0.2087 0.51 IQ V 5+50 0.2122 0.51 IQ V 5+55 0.2158 0.51 IQ V 6+ 0 0.2193 0.52 Q V 6+ 5 0.2229 0.52 Q V 6+10 0.2265 0.52 Q V 6+15 0.2301 0.52 Q V 6+20 0.2337 0.53 Q V 6+25 0.2374 0.53 Q V 6+30 0.2410 0.53 Q V 6+35 0.2447 0.53 Q V 6+40 0.2484 0.54 Q V 6+45 0.2521 0.54 Q V 6+50 0.2558 0.54 Q V 6+55 0.2596 0.54 Q V 7+ 0 0.2633 0.55 Q V 7+ 5 0.2671 0.55 Q V 7+10 0.2709 0.55 Q V 7+15 0.2747 0.55 Q V 7+20 0.2786 0.56 Q V 7+25 0.2824 0.56 Q V 7+30 0.2863 0.56 Q V 7+35 0.2902 0.57 Q V 7+40 0.2941 0.57 Q V 7+45 0.2981 0.57 Q V 7+50 0.3021 0.58 Q V 7+55 0.3060 0.58 Q V 8+ 0 0.3101 0.58 Q V 8+ 5 0.3141 0.59 Q V 8+10 0.3181 0.59 Q V 8+15 0.3222 0.59 Q V 8+20 0.3263 0.60 Q V 8+25 0.3305 0.60 Q V 8+30 0.3346 0.60 Q V 8+35 0.3388 0.61 Q V 8+40 0.3430 0.61 Q V 8+45 0.3472 0.61 Q V 8+50 0.3515 0.62 Q V 8+55 0.3558 0.62 Q V 9+ 0 0.3601 0.63 Q V 9+ 5 0.3644 0.63 Q V 9+10 0.3688 0.63 Q V 9+15 0.3732 0.64 Q V 9+20 0.3776 0.64 Q V 9+25 0.3820 0.65 Q V 9+30 0.3865 0.65 Q V 9+35 0.3910 0.66 Q V 9+40 0.3956 0.66 Q V 9+45 0.4002 0.66 Q V 9+50 0.4048 0.67 Q V 9+55 0.4094 0.67 Q V 10+ 0 0.4141 0.68 Q V 10+ 5 0.4188 0.68 Q V 10+10 0.4236 0.69 Q V 10+15 0.4284 0.70 Q V 10+20 0.4332 0.70 Q V 10+25 0.4381 0.71 Q V 10+30 0.4430 0.71 Q V 10+35 0.4479 0. 72 Q V 10+40 0.4529 0. 72 Q V 10+45 0.4579 0.73 Q V 10+50 0.4630 0.74 Q V 10+55 0.4681 0.74 Q V 11+ 0 0.4733 0.75 Q V 11+ 5 0.4785 0.76 Q V 11+10 0.4837 0.76 Q V 11+15 0.4890 0. 77 Q V 11+20 0.4944 0.78 Q V 11+25 0.4998 0.78 Q IV 11+30 0.5052 0.79 Q IV 11+35 0.5107 0.80 Q IV 11+40 0.5163 0.81 Q IV 11+45 0.5219 0.82 Q IV 11+50 0.5276 0.82 Q IV 11+55 0.5333 0.83 Q V 12+ 0 0.5391 0.84 Q V 12+ 5 0.5451 0.87 Q V 12+10 0.5517 0.95 Q V 12+15 0.5589 1. 05 Q V 12+20 0.5663 1. 08 Q V 12+25 0.5739 1. 10 Q V 12+30 0.5815 1. 11 Q V 12+35 0.5893 1. 12 Q V 12+40 0.5971 1. 13 Q V 12+45 0.6050 1. 15 Q V 12+50 0.6130 1. 16 Q V 12+55 0.6210 1. 1 7 Q V 13+ 0 0.6292 1. 19 Q V 13+ 5 0.6375 1. 20 Q V 13+10 0.6458 1. 21 Q V 13+15 0.6543 1. 23 Q V 13+20 0.6629 1. 25 Q V 13+25 0.6716 1. 26 Q V 13+30 0.6804 1. 28 Q V 13+35 0.6893 1. 30 Q V 13+40 0.6984 1. 32 Q V 13+45 0.7076 1. 34 Q V 13+50 0.7169 1. 36 Q V 13+55 0.7264 1. 38 Q V 14+ 0 0.7361 1. 40 Q V 14+ 5 0.7459 1. 43 Q V 14+10 0.7559 1. 45 Q V 14+15 0.7660 1. 48 Q V 14+20 0.7764 1. 51 Q V 14+25 0.7870 1. 54 Q V 14+30 0.7978 1. 57 Q V 14+35 0.8089 1. 61 Q V 14+40 0.8202 1. 65 Q V 14+45 0.8319 1. 69 Q V 14+50 0.8438 1. 73 Q V 14+55 0.8560 1. 78 Q V 15+ 0 0.8687 1. 83 Q V 15+ 5 0.8817 1. 89 Q V 15+10 0.8952 1. 96 Q V 15+15 0.9092 2.03 Q V 15+20 0.9238 2.12 Q V 15+25 0.9388 2.17 Q V 15+30 0.9528 2.04 Q V 15+35 0. 9660 1. 91 Q V 15+40 0.9797 1. 99 Q V 15+45 0.9947 2.19 Q V 15+50 1. 0118 2.48 Q V 15+55 1. 0319 2.92 Q V 16+ 0 1.0580 3.79 Q V 16+ 5 1.1009 6.22 Q V 16+10 1.1815 11.70 Q V 16+15 1.2591 11.26 Q V 16+20 1.2974 5.56 Q V 16+25 1.3181 3.01 Q V 16+30 1.3352 2.48 Q V 16+35 1.3504 2.21 Q V 16+40 1.3648 2.08 Q V 16+45 1.3781 1. 94 Q V 16+50 1.3907 1. 82 Q V 16+55 1.4025 1. 72 Q V 17+ 0 1.4138 1. 64 Q IV 17+ 5 1.4245 1. 56 Q IV 17+10 1.4349 1.50 Q IV 17+15 1.4448 1. 44 Q IV 17+20 1.4544 1. 39 Q I V 17+25 1.4637 1. 35 Q I V 17+30 1.4727 1. 31 Q I V 17+35 1.4815 1. 27 Q I V 17+40 1.4901 1. 24 Q I V 17+45 1.4984 1. 21 Q I V 17+50 1.5065 1. 18 Q V 17+55 1.5145 1. 16 Q V 18+ 0 1.5223 1. 13 Q V 18+ 5 1.5298 1. 09 Q V 18+10 1.5367 1. 00 Q V 18+15 1.5428 0.89 Q V 18+20 1.5487 0.85 Q V 18+25 1.5543 0.82 Q V 18+30 1.5599 0.81 Q V 18+35 1.5653 0.79 Q V 18+40 1.5706 0. 77 Q V 18+45 1. 5759 0.76 Q V 18+50 1.5810 0.75 Q V 18+55 1.5861 0.73 Q V 19+ 0 1.5910 0. 72 Q V 19+ 5 1.5959 0.71 Q V 19+10 1.6008 0.70 Q V 19+15 1.6055 0.69 Q V 19+20 1.6102 0.68 Q V 19+25 1.6148 0.67 Q V 19+30 1. 6193 0.66 Q V 19+35 1.6238 0.65 Q V 19+40 1.6282 0.64 Q V 19+45 1.6325 0.63 Q V 19+50 1.6368 0.62 Q V 19+55 1.6411 0.62 Q V 20+ 0 1.6453 0.61 Q V 20+ 5 1.6494 0.60 Q V 20+10 1.6535 0.59 Q V 20+15 1.6576 0.59 Q V 20+20 1.6616 0.58 Q V 20+25 1.6655 0.57 Q V 20+30 1.6694 0.57 Q V 20+35 1.6733 0.56 Q V 20+40 1. 6772 0.56 Q V 20+45 1.6810 0.55 Q V 20+50 1. 684 7 0.55 Q V 20+55 1.6884 0.54 Q V 21+ 0 1.6921 0.53 Q V 21+ 5 1.6958 0.53 Q V 21+10 1.6994 0.52 Q V 21+15 1.7030 0.52 Q V 21+20 1.7065 0.52 Q V 21+25 1.7100 0.51 Q V 21+30 1.7135 0.51 Q V 21+35 1.7170 0.50 Q V 21+40 1.7204 0.50 Q V 21+45 1.7238 0.49 Q V 21+50 1. 7272 0.49 Q V 21+55 1.7305 0.49 Q V 22+ 0 1.7338 0.48 Q V 22+ 5 1.7371 0.48 Q V 22+10 1.7404 0.47 Q V 22+15 1.7436 0.47 Q V 22+20 1.7468 0.47 Q V 22+25 1.7500 0.46 Q V 22+30 1. 7532 0.46 Q V 22+35 1. 7 5 64 0.46 Q V 22+40 1. 7 5 95 0.45 Q V 22+45 1.7626 0.45 Q V 22+50 1.7657 0.45 Q V 22+55 1.7687 0.44 Q V 23+ 0 1.7718 0.44 Q V 23+ 5 1.7748 0.44 Q V 23+10 1.7778 0.44 Q V 23+15 1.7807 0.43 Q V 23+20 1.7837 0.43 Q V 23+25 1.7866 0.43 Q V 23+30 1.7896 0.42 Q V 23+35 1.7925 0.42 Q V 23+40 1.7953 0.42 Q V 23+45 1.7982 0.42 Q VI 23+50 1. 80ll 0.41 Q VI 23+55 1.8039 0.41 Q VI 24+ 0 1.8067 0.41 Q VI 24+ 5 1.8093 0.38 Q VI 24+10 1.8109 0.23 Q VI 24+15 l.8ll4 0.07 Q VI 24+20 1. 8ll5 0.02 Q VI 24+25 1. 8ll5 0.00 Q VI ----------------------------------------------------------------------- r BARBEE STREET I DRAINAGE EXHIBIT-DEVELOPED c □NrnTIDN I L ., ACREAGE (AC.) GRAPHIC SCALE 40 40 ----11D Z1DFREEWAY i i !!I t Ii! I lkCAIUY S!REET i ~ P.i.cR: w:coac 1RA1. VICINITY NOT TO SCAL£ 32 DU/AC (APARTMENT) TRAVEL LENGTH (FT) /SURFA~ ELEV ~ ~ 100 'now RA1E 100-YR STORMEVENT i I PROJECT LOCA110N l8 ♦ ---- -cum> o--., ft. I TTM-20704, FOOTHILL BLED . & MAPLE AVE APARTMENT Prepared By: ALLARD ENGINEERING Civtl Engineering -Land Surveying -Land P1anning 16B66 Seville Avenue Fontana, Callfornla 9'2335 PHONE (909) 356-1815 Fax (909) 356-1795 PREP AREil FOR: DIVERSIFE □ PACIFIC COMMUNITIES 10621 CIVIC CEN'IEH DRIVE RANCHO CUCAMONGA, CA 91730 PH: (909) 481-1 ff£! 7 Filename: I: \Diversified Pacific Communities\Mcple Fontcna\DWG's\ENTITL.£MENT\EXHIBITS\WQMP-DR11N ~ I ~r:::---:i ffi J. J ~· t ~ ~ ~ ii ,- - µ..c ~F ' ~ ....L.. L 1 Ill 1111 " I ~ - "TI" h1 .., l=l=i:i -r' l't ~ ,-- cl. 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I ~ I 1 <=Hi#~ nln I rF rnTf Ft rnrr Httt11 -11 II rr= .... ,ftl I c:-c:1 ~ .J ..11 ~ L II I n IP~~ Ml ----~~ c: = gr.-=~ \ c.~JIII Ill :,,_~ 11 ~ N 1•ar ... . "' ~H 11 I r L _:.,3,0... .. ______________ _ k&==:--------r=-=?-i--,-------:7 GRAPHIC SCALE ~-~_J T C•FW) II-• IOO I. 'T I DRAINAGE EXHIEIT-PRE-IJEVELDPEIJ CONIJITIDN I OPEN BRUSH (FAIR) ACREAGE (AC.) TRAVEL LENGTH (FT) / SURFACE ELEV 0 100 0 .0 CFS 'FLOW RATE 100-YR STORMEVENT I TTM-20704, FOOTHILL BLBil. & MAPLE AVE APARTMENT Prepared By: ALLARD ENGINEERING Civtl Engineering -Land Surveying -Land P1anning 16B66 Seville Avenue Fontana, Callfornla 9'2335 PHONE (909) 356-1815 Fax (909) 356-1795 PREP AREil FOR: IJIVEHSIFE □ PACIFIC COMMUNITIES 10621 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 PH: (909) 481-1 ff£! 7 Filename: I: \Diversified Pacific Communities\Mcple Fontcna\DWG's\ENTITL.£MENT\EXHIBITS\WQMP-DR11N **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: ************************** DESCRIPTION OF STUDY************************** * OFFSITE AREA HYDROLOGY * 100-YR STORM EVENT * EXISTING CONDITION ************************************************************************** FILE NAME: OFFSITE.DAT TIME/DATE OF STUDY: 10:20 08/09/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 48.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 1.5600 0.90 0.6000 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* * * * *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW HALF-CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: WIDTH CROSSFALL IN-/ OUT-/PARK-HEIGHT WIDTH LIP HIKE NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) MODEL* MANNING FACTOR (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth= 0.00 FEET as (Maximum Allowable Street Flow Depth) -(Top-of-Curb) 2. (Depth)*(Velocity) Constraint= 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 0.00 TO NODE 1.00 IS CODE= 21 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) ELEVATION DATA: UPSTREAM(FEET) = 800.00 1346.00 DOWNSTREAM(FEET) Tc= K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 15.001 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.584 SUBAREA Tc AND LOSS RATE DATA(AMC III): 1338.00 DEVELOPMENT TYPE/ SCS SOIL AREA Fp (INCH/HR) Ap SCS Tc LAND USE GROUP (ACRES) (DECIMAL) CN (MIN.) RESIDENTIAL "3-4 DWELLINGS/ACRE" A 5.00 0.74 0.600 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.600 52 15.00 SUBAREA RUNOFF(CFS) TOTAL AREA(ACRES) = 14.12 5.00 PEAK FLOW RATE(CFS) = 14.12 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE= 81 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< MAINLINE Tc(MIN.) = 15.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = SUBAREA LOSS RATE DATA(AMC III): 3.584 DEVELOPMENT TYPE/ SCS SOIL AREA (ACRES) 8.00 Fp (INCH/HR) 0.74 Ap SCS LAND USE COMMERCIAL GROUP A (DECIMAL) CN 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 8.00 SUBAREA RUNOFF(CFS) = 25.27 EFFECTIVE AREA(ACRES) = 13.00 AREA-AVERAGED Fm(INCH/HR) 0.22 AREA-AVERAGED Fp(INCH/HR) 0.74 AREA-AVERAGED Ap = 0.29 TOTAL AREA(ACRES) = 13.0 PEAK FLOW RATE(CFS) = 39.39 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE= 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< UPSTREAM ELEVATION(FEET) = 1338.00 DOWNSTREAM ELEVATION(FEET) = 1317.00 STREET LENGTH(FEET) = 1198.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 12.00 INSIDE STREET CROSSFALL(DECIMAL) 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF 1 STREET PARKWAY CROSSFALL(DECIMAL) 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) ***STREET FLOWING FULL*** STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.76 HALFSTREET FLOOD WIDTH(FEET) = 26.48 AVERAGE FLOW VELOCITY(FEET/SEC.) 6.68 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 5.05 STREET FLOW TRAVEL TIME(MIN.) = 2.99 Tc(MIN.) * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.213 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL LAND USE COMMERCIAL RESIDENTIAL GROUP A AREA (ACRES) 11.00 Fp (INCH/HR) 0.74 116.29 17.99 Ap (DECIMAL) 0.100 scs CN 52 "3-4 DWELLINGS/ACRE" A 49.00 0.74 0.600 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.508 SUBAREA AREA(ACRES) = 60.00 SUBAREA RUNOFF(CFS) = 153.16 EFFECTIVE AREA(ACRES) = 73.00 AREA-AVERAGED Fm(INCH/HR) 0.35 AREA-AVERAGED Fp(INCH/HR) 0.74 AREA-AVERAGED Ap = 0.47 TOTAL AREA(ACRES) = 73.0 PEAK FLOW RATE(CFS) = 188.22 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.88 HALFSTREET FLOOD WIDTH(FEET) 32.59 FLOW VELOCITY(FEET/SEC.) = 7.64 DEPTH*VELOCITY(FT*FT/SEC.) 6.71 *NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS, AND L = 1198.0 FT WITH ELEVATION-DROP= 21.0 FT, IS 205.1 CFS, WHICH EXCEEDS THE TOP-OF-CURB STREET CAPACITY AT NODE 2.00 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1998.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE= 61 >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< UPSTREAM ELEVATION(FEET) = 1317.00 DOWNSTREAM ELEVATION(FEET) = 1304.00 STREET LENGTH(FEET) = 732.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 12.00 INSIDE STREET CROSSFALL(DECIMAL) 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF 1 STREET PARKWAY CROSSFALL(DECIMAL) 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) ***STREET FLOWING FULL*** STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.89 HALFSTREET FLOOD WIDTH(FEET) = 33.13 AVERAGE FLOW VELOCITY(FEET/SEC.) 7.76 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = STREET FLOW TRAVEL TIME(MIN.) = 1.57 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL LAND USE COMMERCIAL RESIDENTIAL GROUP A "3-4 DWELLINGS/ACRE" A AREA (ACRES) 1. 00 6.00 6.90 Tc (MIN.) 3.056 Fp (INCH/HR) 0.74 0.74 196.61 19.56 Ap (DECIMAL) 0.100 0.600 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 FRACTION, Ap = 0.529 scs CN 52 52 SUBAREA AVERAGE PERVIOUS AREA SUBAREA AREA(ACRES) = 7.00 EFFECTIVE AREA(ACRES) = AREA-AVERAGED Fp(INCH/HR) TOTAL AREA(ACRES) = SUBAREA RUNOFF(CFS) = 16.78 80.00 AREA-AVERAGED Fm(INCH/HR) 0.74 AREA-AVERAGED Ap = 0.48 80.0 PEAK FLOW RATE(CFS) = END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.89 HALFSTREET FLOOD WIDTH(FEET) 32.95 0.35 194.64 FLOW VELOCITY(FEET/SEC.) = 7.75 DEPTH*VELOCITY(FT*FT/SEC.) 6.87 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 3.00 = 2730.00 FEET. END OF STUDY SUMMARY: TOTAL AREA(ACRES) EFFECTIVE AREA(ACRES) AREA-AVERAGED Fp(INCH/HR) PEAK FLOW RATE(CFS) 8 0. 0 TC (MIN. ) = 19.56 80.00 AREA-AVERAGED Fm(INCH/HR)= 0.35 0.74 AREA-AVERAGED Ap = 0.475 194.64 END OF RATIONAL METHOD ANALYSIS .., ~ rbee SI ® lmprovemt'flt Pl.;1n~ ,c + ➔ C !:; experience.Brcgis.a::rn/exp erie n~/3~6d4o47c:23940e887S33Bfc4b9371-fS/page/Main/'vi ews=Stmm-[)-ain·V.~ San Jae n10 A11e R:;imoniil "'"~ 1~ VIiiage Ln Palt'III! St "' Jvy flWf! l ~ .;: 5 9-2 21' 1" 2 1 1' 51 2 1 t-13' g.3 . 3 f C ? .. Mtll~r A~e 1~ 87 Wab~sl"I Ave Wabash A1o1e liobilsh ~.,,e 3 • .. ~ 3 Elaine Dr 412!1-2 8 ",.£::; 'r ;11 I-' ~ Ill Ramoria ~\le ti i;; • iii > ii a1 l 1-2 81 1-3 a, ... 1 ~ .i.J Fiilrf;u: St Falrt'n St < ;; ~ i " ~ falrvlew Rd e ~ II . eo-1 w ii 121-1 M1lag.a II ~ Meed St Barbee SC -Z AH 912-3 9'1t(lc 6" 35·)(6" Alder Mlddle ~hool " C !. • < . ~ill~t AoJ~ B.3rtiee St elvd rarne::,, A11e 1-a;rv1e,1111 Dr 1073-1 ,a a. 13 r . ~ NGA, USGS. FEMAI E~n Commun It) Maps Con · N -------------------------... • ------------- 0 W Holl~ St W Foothill Sl11d E'li l;i J) Type here to search ; ~i !!I ~ a ~ e Q ? _0 .. e ,., (9 ~ I ! ~ ~.~ .-~ X . N • g;,~f ~ 0 :: ~ 7~~~'2:4 - ~ i,i -------§ . t-l -.r- f--~krld. I . ,____! I I 11/W __,,--,, ~!!!ill /ILL MORK SHALL BE DONE lN ACCORD/IMC£ NITH TffU[ PLANS, THE CITY OF FHTAU ANO ClllTIANS STANDARDS AND SPECIFICATIONS. A PERIIIT VILL BE REQUIRED FRON THE CALIFORNIA DEPARTIIENT OF TRANSPORUTTON PRIOR TO ANT UCROACHIIENT OR COIISTRUCTION VITHIN OlfAANS EASEMENTS OR RIGHTS-OF-VAT. 3, IFASPffAlT CONCRETE IS TO BEPLACEO D[RECTLYONSUl6RADE or ROAD OR DRA[UGE FACILITIES, A SOIL STEAILANT RUISHUD BT THE [.P.A. FOR USE UNDER A.C. AND p.c.c. SHALL I[ UNIFORIILY APPLIED AT THE IIANUFACTUAER'S RECOIIIIENDED UTE 01 THE R ... TE SPECIFIED II SECTIOI 19, NHICHEYEll IS 6R£ATEI, FOR THE FULL PAYENEIT WIDTH PAIOt TO PAYIIG. 4. ALL PIPELUIES DR SUBSTRUCTURES OF ,tlNY KIND, ANO TElEPHDN£ OR POWER POUS, WATER IIETERS, VALVES, HYUANH, IRRIGATION STRUCTUk[S, ETC., SHOWN OR NOT SHOWN ON THESE PUNS WITHIN TH£ Ll"ITS OF THIS DEVELOP"ENT DR IN ADJACEHT AREAS WHERE INPROVEMEIT MOU [S TO 8£ DOH, SHALL B£ RENOHD OR RHD­ CATED AT DEYHOPER'S EXPENSE, AND AT MO COST TO THE CITY OF -:r r l 1 1 ii/ --l ~ -~---1 1H _ - - ...... -~•-~~ ~ 1 - I I ~-- ~ r,_ ~'. ;r;·· 1- Y!Ul. ~ONTRACI□~ \HAil NU!lrt AU UTIUT'I A~E~Cll!t l'IIIDR TO ~Cllllll:IJCTIDH. AIL UTILITIE• AHl ND! ,Hn~u HERlDK. & ~ 6•9fl'Ofl'OO" f:f;~- T, 1.'111' ... ~ 11• 'Kl'(/(l'0/1" lt•UIJ· L•IUII" T• 7.111 " CONSTRUtTION l!DTCS-QUANTITICS= ~ (D SIIOT(tultffCIIS1.t'IAt9 LD«ILT ;: © CfN.>TRtrT AC !'Ill/IN~ WI Wllll,IL HOT!. Ho HtlllQN ,_/H ~ © Wf,1!'11fl.{ Ml 1611rrtR PCQ e.11. 1.Wl5 511}. ,,ow © t/Jll51Wl(T-f"RU. Wllo/JI.I' <t,llOOV RE\NFURtf.D tDNtRETt t.Ul ~~~1N:· 11![ \"lHcHsTH~oWmi1°.••s.nmNs:m~T.Y .. :~ I © rr~-1'11P IU Ott TIA/115 SID. 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HAMERS & ASSOC., INC. avL ENGINEERS + 8341!.17TH&nlE!li!Ti&.nl!.., a::JSTAP-EaA. ~ _,. lJ'li16a,e.,t1aill ~tt::;;JE~Q~~~~~~~i~r.§~~~~~tg ~ ';:: ://, .. j ~~--1!1n~ CITY OF FONTANA, CALIFORNl-6 tlt~O&aA-• TYPICAL SECTION. -'-F=040;.a:T;a;;;;Haaalla.:ala;;;;;:Bi:::aaL;::::;V::a;;D.;,__ _____ -,--.....,..,,...._,=,;.,...P~UBL~lc::.:C~....iW~O=R~KS~.......::D:::..!:E=!..R~~:!.l.R.wTM~EN~T~-1 ~TS l!ilNC.1-1 MMt'I Nll. 'I ll El.• l~n<i.8i; ~~t~ ~r, FOOTHILL 8IJIJUVARO r .K. N~tL IN r , P lit H oci E NE. Llll'\Nll'I ~11~w~ ,v , iTIIEE.T h\Am. AVE Atlll FiJQiHILL &l'll). M,!, [C.~u av , J ,T.J ·E.C- LDING 5 \0=1309.5 ==1310.17 ~ PIPE • PIPE Ir,,,,, 11. I r. • ,.,.,. • I ,.,.,. ~ ~'\. 11,-.T'I • I,.,.,. 09 ,.5 FG I I I I I I **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: TIME/DATE OF STUDY: 15:49 08/09/2024 Problem Descriptions: MAPLE AVE AT FOOTHILL **************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) = 0.020000 CONSTANT STREET FLOW(CFS) = 194.60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 21.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.16700 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ***STREET FLOWING FULL*** STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.89 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) 21.00 PRODUCT OF DEPTH&VELOCITY = 7.94 8.91 HYDRAULIC ELEMENTS -I PROGRAM PACKAGE (C) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: TIME/DATE OF STUDY: 14:26 08/09/2024 Problem Descriptions: STREET CAPACITY WATER DEPTH CALC FOOTHILL BLD AT MAPLE AVE SECTION D-D' >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) = 0.020000 CONSTANT STREET FLOW(CFS) = 194.60 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 47.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 20.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.16700 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.90 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) 36.69 PRODUCT OF DEPTH&VELOCITY = 6.45 7.15 13.16 ~ J=1f ~--D % -¢- □ **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: TIME/DATE OF STUDY: 13:19 08/12/2024 Problem Descriptions: BARBEE ST CAPACITY FOR AREA DRAIN TO BARBEE ST (32 AC) **************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) = 0.006000 CONSTANT STREET FLOW(CFS) = 77.50 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ***STREET FLOWING FULL*** STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.77 HALFSTREET FLOOD WIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC.) 4.31 PRODUCT OF DEPTH&VELOCITY = 3.32 **************************************************************************** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1400 Analysis prepared by: TIME/DATE OF STUDY: 16:15 08/09/2024 Problem Descriptions: MAPPLE AT BARBEE ST **************************************************************************** >>>>STREETFLOW MODEL INPUT INFORMATION<<<< CONSTANT STREET GRADE(FEET/FEET) = 0.020000 CONSTANT STREET FLOW(CFS) = 188.20 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) = 0.015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 21.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) 10.00 INTERIOR STREET CROSSFALL(DECIMAL) = 0.020000 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020000 CONSTANT SYMMETRICAL CURB HEIGHT(FEET) = 0.67 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 1.50 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) = 0.03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) = 0.16700 FLOW ASSUMED TO FILL STREET EVENLY ON BOTH SIDES ***STREET FLOWING FULL*** STREET FLOW MODEL RESULTS: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.89 HALFSTREET FLOOD WIDTH(FEET) = AVERAGE FLOW VELOCITY(FEET/SEC.) 21.00 PRODUCT OF DEPTH&VELOCITY = 7.68 8.62