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Appendix H1 - Drainage Report
❖ APPENDICES ❖ APPENDIX H1 DRAINGE REPORT UltraSystems wnon nt• • n,:,n ,r,, 1t •pl n,ng Conco Commercial 13052 Dahlia Street Fontana, CA 92337 Preliminary Drainage Report June 20, 2023 Prepared For: The Conco Companies 5141 Commercial Circle Concord, CA 94520 Tel.: (925) 685-6799 Prepared By: Allard Engineering 16866 Seville Avenue Fontana, CA 92335 (909) 356-1815 Prepared under the supervision of: _____________________________________ Robert K Allard, P.E. RCE 85349 Exp. 06-30-24 16866 Seville Avenue Fontana, CA 92335 (909) 356-1815 * (909) 356-1795 ■ ■ ALLARD ENGINEERING clvtl engineering land surveying land plenntng Robert Allard Discussion Introduction This report is for the proposed re-development of an existing commercial site located in the City of Fontana at 13052 Dahlia Street which is approximately 7.8 acres. This site is currently used as developed with existing building, parking area and concrete pads covering 1/3 of the site area, 2/3 of the site area is compacted gravel paved in existing condition. The current runoff, which occurs during storm events drains southwest on the existing surface and discharges into the street gutter in Dahlia Street which is tributary to the San Sevaine Channel. In developed condition the site will drain to the proposed Infiltration Chamber System and existing drywell system for low flow (WQMP water volume) infiltration and the Detention Chamber will be used for high flow detention and mitigation of the peak runoff from 100-yr, 25-yr, 10-yr & 5- yr storm event. The mitigated runoff flows will drain to the proposed bubbler catch basin in the driveway at the southwest corner of the site and will overflow and drain to the street through an under sidewalk drain. 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 Dahlia Street via surface flow which will ultimately conveys to the City storm drain system (Existing catch basin and 30”/52” RCP) in Etiwanda Avenue, west of the proposed site. 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 Dahlia Street which ultimately drains to the San Sevaine Channel. Criteria The criteria utilized for hydrologic analysis is the San Bernardino County Hydrology Manual and Detention Basin Policy. 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 Detention Chamber to mitigate outflow rate. Also, WSPG was utilize to run water surface pressure-gradient analysis of the proposed 18” outflow line from detention chamber system. AES software was used to size the proposed storm drain and swales/valley gutters to carry the flow onsite. Findings The proposed development will consist of building structures, trucking docks, parking lot, driveways, sidewalks, paved area and landscape/planters. The overall existing site condition is considered 60% pervious with pre-existing commercial buildings and paved gravel area. In developed condition we have estimated the proposed development (Commercial/Industrial land use) will create impervious areas which is about 90% overall of the site. The primary drainage solution for the site will be an underground chamber detention system. This detention chamber system (CMP-2) has an 18” outlet pipe that will discharge into the proposed bubbler catch basin in driveway at the southwest corner of the site. The detention chamber system (CMP-2) will mitigate the developed runoff to less than 90% of the existing runoff flow rate. This onsite detention system (CMP-2) will consist of 5ft diameter perforated CMP system (with 4- barrels) located upstream in the west driveway/parking area. We calculated the runoff flowrate and runoff volume for 100-yr, 25-yr, 10-yr, & 5-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 existing condition. Please see below table for the output of the hydrology analysis for 100-yr, 25-yr, 10-yr, 5-yr storm events in existing 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 Dahlia Street which will drain to City Storm Drain System in Etiwanda Avenue and then drain to San Sevaine Channel. There are no offsite tributary areas that drain through the property in existing/developed condition. The proposed developed site is consistent with drainage pattern in the area. Calculations and exhibits are attached to support these findings. Reference Materials w w ::::> ::::> :z :z w w ~ ~ <( w □ (!) :z ~ ~ :z 6 5 10 FREEWAY SANTA ANA AVENUE DAHLIA STREET VICINITY MAP NTS SITE <( t;:j z 0::: >- w 0 :z 0::: LL. ct. f-::J :::;; (/) <( u 0 w u :z :z ~ 0::: :z w 0 (/) I (/) <( f-0 --:, ::::> w 0 (/) CONCO SANTAANAAVE ., FONTANA \ =-,;;: r:: ;;, ':'" '&~ ... :; ,.. ,.. • ., ~ .. .. ,, .. ' ' ,.. ~ ~ ~ a ~ =-=-.., ,.., I ~ • ... :-, .., ... -, ,.. . "~ • ,.. ,.. ' ,I ... ... .., ; ,.. ..... l~f .. ,- j ... ,.. ,... ,... ,... ... ... .... ,.. ,... ... ... ... ... ,.. ,... ,... ... ... ... ... -, ,... ,.. ,... ,... ,... ,... .., .., ,I .., ,-,... .. ,... ,... .. ,... ,... j .., .., .., ..., ,... ,... ,... ,... ,... ,... ,... .., ,.., .., .., .-,... ,... ,-,.. ,... ,... ,... .., .., .., --, r-: ,... ,... ,... ,... ,... ,... .., .., .., .., ..., ,... ,... ,... ,... ,... ,... ,-,-,-,-• --..- SITE IN EXISTING CONDITION ~ l'Tl"u Alla St 5 n SI TE. e "' 11 ...... ft 30" RCP CITY SD EX. CB CITY SD 54" RCP CITY SD SAN SAVAINE CHANNEL JUR U PA B A S I N I-10 FREEW AY JU R U P A A V E MA R L A Y A V E SL O V E R A V E SA N T A A N A A V E DE C L E Z S O U T H LO W E R ET I W A N D A I- 1 0 SO U T H SS - 1 0 SS - 8 SS - 5 B SS - 5 A 54 " 69 " 36 " 51 " 39 " 42 " 57 " 54 " 45 " 36 " 42 " 4 8 " 7 2 " 78 " 39 " 4 2 " 54 " 48 " 10 0 Y E AR 10 0 Y E AR 60 " 66 " 42 " 66 " CA L T R AN S 10 0 Y E AR 42 " 42 " 39 " 78 " 36 " CHA NNEL 42 "SS - 7 42 "10 0 Y E AR 10 0 Y E AR SS - 6 10 0 Y E A R 10 0 Y E A R 25 Y E A R 10 0 Y E AR 5 ET I W A N D A 42 ' DZ- 1 ■■1■1 ■1 ■1 ■1■1■1■1 ■11· \ 1111 1111 ■-■■11 1■1 ii '---2s oz~.AA II 11111111111 ~~ ~' I I 39 ' ~ ""C"":~.r.~7 I --oz!1 ■■-••■■-, I 5YE si t e 30 " R C P CI T Y S D 54 " R C P CI T Y S D ~ l;i ~ B " Q ::; :!~ _jgJ.0%) -- \ \ TOP OF EXISTING 8" CURB O 22' RT 11 , 0+00.00 DAHLIA STRfET 12 13 14 15 ~ -69+16.62 EllWANOA AVENUE APN: 0238-112-17 ®_ FVT\JRE ST. '0 _ ---------7-r ---- , rnsT. UTILITY EASEWENT CAUTION! 0 68+46.00 8CR EXISTNG WATER ~ T()f J/4~ I.P Wf:ST 1/4 COR. Si.CT 'N 26 T 1S. R 6W A I Jl-i[ INl[RS(CTION Of (~WANDA Av{ ANO t"i'AP.TA ANA STREfl 926.10TC; 92S.4.3fl. EX. 30" RCP C ITY SD 3,A.< or B£AR1NGS 8ASI Cf &ARIN{; S TH[ ClNTERUN[ Of OAl-iLIA TR[U AS 5iHO~ 8'< TRACT t,,IA.F NO. 85~4. ON F'IL[ lN BOOK 123 Of" MAP~. PAG[~ I J 1'1-H.lo.JCH 17, TH[RE'OF, R(C~[ ~ )AN 8[RN.t..POIN0 ~OUN TY, CA! If(WN1A, B[IN(j N89'27'2~tl CONSTRUCTION NOTES: 0 @ CONSTRUCT 5.5• MIN . ASPHAl T CONCRETE PA\£MENT OVER 9~% COMPACT[[) SUBGRAOE © AD,JJST TD GRADE AS NEEDED PER QTY OF nlNTANA STO. PLAN NO. 130. © CONSTRUCT CONC. DRIW:WAY ('MOTH PER PLAN) PER CHY OF FONTANA STD . PlAN NO. 1005A. 0 CONSTRUCT 6' CONCRETE SIDEWAil< PER QTY OF fONTANA STO. PLAN NO, 1015. @ SAW CUT EXlSllNG COOCRETE CURB, GUTTER, AND/OR AC PAl,OjENT. @ REMOVE EXISTING CONCRETE a.JRB, GUTTER ANO/OR AC PAVEMENT. @ PROTECT IN PLACE; ITEM SPEOFlEO Ct-J PLAN. @ EXISTING PCl...E TO BE REMOVED ANO LINES UNOERGROJNOEO AS REOLRRED BY UTILITY. @ PR0P0S£D S1R£IT UGHT; SE£ STREIT UGH IMPRO\<EMENT Pl.ANS FOR OCTALS Underground Service Alert Coll : TOLL FREE 1-800 227-2600 lWO WORKING OA'l'S BEFOR£ YOU OtG SCALE: 1"• 40' PROFILE SCALES HORIZ: 1" 40' VERT: 1" 4' 16 17 0 CURVE DATA CUR\£ RADIUS DELTA LENGTH TANGENT 1 50.00 R914'nn• 77.87 49.l4 2 30.00 ·nn• 47.53 30.40 3 30.00 Aa14•nn• 46.72 29.60 4 25.00 8914 '00" 38.94 24.67 DAHLIA STREET STA10+00 TO STA 23+00 0 20 40 Bl 120 160 SCALE. 1 INCH 4( FE( T OF EXISTING 8" CURB 0 18 19 20 SITE / ~ ~---------~ LINE OF SIGHT L•300', MPH• PROPOSED R/W EXISTING WATER EXISTING PLAN REFERENCE PLAN ORA'lll1NG NO. SlREET CO. STD. ACP-90 STORl!i DR.Am 0T'r' STD, 3096 SEWER Ol'Y STDS. 1!>45 & 1676 WAl!R FONTANA WATER CO. ATLAS GAS GAS CO. All.AS OtW DRAWIN0 21 APN: 0238-112-16 EXIST. STREIT UGHT-.... + 22 LIMITED U {NOTltN 23 A SEEDET..,LOO_J ..._ -l - I I I I ·-l I I I APH: 0238-112-32 l,llSHEET4 . S EXIST, RAll.ROAO EASDIENT---'1 I PAVING LEGEND I I ~ ~ G)NDT USEO & NOTE RAILROAD APPROVAL REQUIRED PRIOR TO CQ,ISlRIJCTION WITHIN THE RAILROAD EASEMENT. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , THE CITY ENGINEER MAY REQU IRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFOR MANCE WITH CONDITIONS AND STANDARDS IN EFFECT. KCT CONSULTANTS, INC. 1--~C~l~TY~O~F~F~O~N~T~A~N~A~C~A=Ll~F~O~R~N~IA-'----1 CovHfnow--s ·Su""""'1 -Plame<s STREET IMPROVEMENT PLANS P.O.b!S706Rlwwlidil,CAl2517"6705 ~LIIW!l9'.,Mlt2CO,Rhwlldl,CAl2:i01 "'-.151--311.a«)Fa:1!11--341.-..S --- ::_]~~~..,,,.'"~ 2f.fXJ M I IJOAWN BY NIJ rr.o,rosr DAHLIA STREET FROM ETIWANDA AVENUE TO T W NDAAVENUE /J:_f -46 0,.1 SC,11.[ ,~ 410' ~rr 041 '1 'O< • HO 3 4066 4 SITE .. 56 5.66 C M.H.• 1 .00 LAT A-12 RIM 925.5 46 C8 47 ) 8 EXISTING 2-4" VCP SEWER PER 01\G. NO. 1678 HYD. DATA Q100-43.9CFS YJJ)0:8.9fPS - INSTALL 345. Lf. Of YJ" R.C.P. (D-1500 PROFILE SCALES -AYO. DATA Q100=4J.9CfS V100-8.9f'PS STING 2-4" 1/CP SEVER PER 01\G. ND. 1618 1500) HORIZ: 1" 40' VERT: 1" = 4' INE "A" ST RM DRAIN 48 49 50 51 52 53 ) APN: 0238-101-65 '--- SECTOI 21 ----------,._______, ....___ ---- SECTION 28 ar, a, OIIT~ 60 afy rl RirtMA I • CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION . STORM DRAIN CONSTRUCTION NOTES: rSECTION LINE XIST SE'!ER 63 EXIST 54" S.O. 0 CONSTRUCT JO" Ra:' 0-1500; NSTA.l.l.AllON & BEDDING PER OCTA.IL ON SHT. 1. 0 CONSTRUCT 2-4" RCP 0-1500; INSTAtl.AllON & BEDDING PER DETA.IL ON SHT. 1. 0 COOSTRUCT CON~l[ CA.TD-i BASIN PER A.PWA. STD. Pl.AN NO. 300-2; W & V PER PLAN . LINE "A" STORM DRAIN 0 CONSTRUCT STORM DR.A.IN MA.NHOlI PER A.PWA. STANOA.RO ORAVt'ING NO. 320-1. MOOIF1£0 PER OCTA.IL ON SHT. 2. 0 CONSTRUCT STORM DR.A.IN MANHCll PER A.PWA. STANDARD ORAVt'ING NO. 321-1. STA 47+38.87 TO STA 56+27.83 ~ 20 40 80 120 SCALE· 1 INCH = 40 FEET 160 54 55 APN: 0238-101-6-4 __ ____., PROP. 30• RCP STORM ORA.IN & SEC10I"" SEC110N 28 STA. 47+43.54 MODIFIED APWA M.H. STANDARD DETAIL NO. 320-1 1" =4' ) 56 PROP. 30• RCP STORM ORA.IN 57 I I HYO . DATA Q100-17.6CfS V100-5.6FPS R.C.P. 0-1500 LATERA A-11 J__~_ APN: 0238-081-51 DRA .. 8' NO Dl><Nll>BY Re CHlCXEDBV ~ n 9+1 .62 ETIWANOA AVENUE •10t00.00 DNf..JA STRE£f 70 ----+-~~-------I----- 1~mHH> ,. " r [XI pp I DAHLIA STREET STORM DRAIN IMPROVEMENT PLANS ANDA AVENUE RAIN --- SCAI.£ 1· 40' "'" 56+27.83 04 12 '06 #f.i~ DWG. NO.: 2 4067 3 ET I W A N D A A V E . 5/20/23, 12:26 PM General Information Homepage Progress Reports rAQ Cllossary Precipitation Frequency Data Server CllSGrids Maps Time Series Temporals Documents Probable Maximum Precipitation Documents Miscellaneous Publications Storm Analysis Record Precipitation Contact Us Inquiries PF Map : Contiguous US Search @ NWS O All NOAA ~ NOAAATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATES: CA Data description Data type : Precipitation depth ., Units : English ., Time series type : Partial duration ., Select location 1) Manually: a) By location (decimal degrees , use "."for Sand W): Latib.Jde : ( 34.05419 1 Longitude : ( -117.52069 !1 Submit I b) By station (list of CA stations): Select station ., c) By address ,_[ _S_e_ar_c_h _________ __JI.__O......;....,JI 2) Use map: Map v ~ Terrain S311 Lul a ,P~l epo 0Lo mp oc 100km I Jami PF tabular @El o Vis nli a Santa Barbara 0 Lancas ter 0 0 P nlm da le Ensenada <' ,l. POINT PRECIPITATION FREQUENCY (PF) ESTIMATES WITH 90%CONADENCE INTERVALS AND SUPPLEMENTARY INFORMATION NOAA Atlas 14, Volume 6, Version 2 PF graphical Supplementary information ~ a) Select location Move cross hair or double click b) Click on station icon O Show stations on map Location information : Name: Fontana, California, USA" Latitude : 34 .0542° Longitude :-117 .5207° Bevatlon: 943 ft•• * Source : ESRI Maps •• Source : USGS S Printpage PDS-based precipitation frequency estimates with 90% confidence intervals (in inches)1 ) 2 5 10 100 200 500 1000 0.102 0.134 0.176 0.211 0.258 0.295 0.332 0.371 0.425 0A67 (0.085-0.123) (0.112-0.163) (0 .147-0.215) (0.174-0.259) (0.205-0.328) (0.229-0.383) (0.252-0.442) (0 .274-0.509) (0.300-0.608) (0 .318-0.692) 0.146 0.192 0.253 0.302 0.370 0.423 OA76 0.532 0.609 0.669 (0.122-0.177) (0.160-0.233) (0 .210-0.308) (0.249-0.371) (0.294-0.470) (0.329-0.549) (0.361-0.634) (0 .392-0.729) (0.430-0.871) (0 .456-0.992) 0.232 0.306 0.366 0.448 0.644 0.809 (0.356-0.569) (0 .551-1 .20) 0.674 1.22 (0 .830-1 .81) 1.80 2.47 ( 1.68-3.67) 2.77 3.02 https ://hdsc.nws .noaa.gO\{pfds/pfds_map_conthtni?blm'k=ca 1/2 5/20/23, 12:26 PM 2.70 (2.39-3.11) 3.16 (2 .80-3,64) 3A1 (3 ,02-3,93) 3.98 (3 ,52-4,58) 4 .69 (4,15-5.40) 5.55 (4.92-6.40) 6A6 (5.72-7.45) (0.800-1.16) 1.36 (1.13-1 .65) 1.80 (1 .50-2.19 2.45 (2.16-2.82) 3.05 (2. 70-3.52) 3.39 3.74 (3,31-4.32) 4.42 (3,91-5.10) 4.80 (4 .24-5,54) 5.67 (5,01-6,54) 6.71 (5.93-7.75) 7.93 (7.01-9.15) 9 .16 (8.10-10.6 11 <1.03-1.51) I 1.75 (1.45-2.13) 2.33 5.10 (4 .50-5,90) 6.08 ( 5,36-7 ,04) 6.64 (5,86-7,68) 7.96 (7,02-9,21) 9.48 (8.36-11 .0) 11 .2 (9.89-13.0) 12.9 (11.4-14.9 (1 .21-1.80) 2.06 (1.70-2.53) 6.19 (5.42-7.22) 7.44 (6 ,51-8,68) 8.16 (7 .14-9,52) 9.88 (8 ,64-11 ,5) 11.8 (10,3-13.8) 14.0 (12.3-16.4) 16.1 14.1-18.8) PF Map: Contiguous US II (1.40-2.24) II (1.55-2.59) I 2.47 2.77 (1.96-3.14) (216-3.60) 3.28 7.66 8.78 (6.49-9.23) (7.28-10.8) 9.29 10.7 (7,86-11 .2) (a89-13.2) 10.2 11 .9 (8,68-12.4) (9,85-14.6) 12.6 14.7 (10,6-15,2) (12,2-18,1) 15.1 17.8 (128-18.3) (14.8-21.9) 18.0 21 .3 (15.3-21.7) (17.7-26.2) 20.8 24.6 17.6-25.0) (20.4-30.2) 1 A'ecipitalion frequency (PF) estirretes in this table are based on frequency analysis of partial duration series (PIJS). (1.69-2.96) (1.81-3.37) 3.08 3.38 (2.33-4.10) (2.49-4.64) 4 .44 9.91 11 .1 (8 ,03-12.5) (8.72-14.3) 12.2 13.7 (9 ,86-15,3) (10,8-17.7) 13.5 15.3 (11 .0-17.1) (12.0-19,8) 16.9 19.3 (13,7-21 ,3) (15,2-25,0) 20.6 23.6 (16.7-26.0) (18.6-30.6) 24.8 28.5 (20.0-31.2) (22.4-36.9) 28.6 33.0 (23.2-36.0) (26.0-427 (1 .96-3.97) 3.79 (2.68-5.42) 11.0 12.6 (9,54-17 ,0) 15.7 (11 .9-21 .2) 17 .7 (13.4-23,8) 22.6 (17,1-30,5) 27.8 (21 ,0-37.5) 33.8 (25.5-45.5) 39.2 (29.7-52.9 (2.05-4.47) 4.10 (2.79-6.08) 5.30 (3.61-7.86) 7.29 (5.33-10.2) 9.94 (7 .27-13.9) 11.9 ,7) 13.8 (10.1-19.3) 17.3 (12.7-24.2) 19.5 (14.3-27.3) 25.2 ( 18,5-35,2) 31.2 (22.8-43,6) 38.1 (27.8-53.1) 44A (32.5-61 .9) N.Jn"tlers in parenthesis are PF estirrates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estirrates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estirrates at upper bounds are not checked against probable rraxirrum precip~ation {RvP) estirretes and rrey be higher than currently valid Pf.-Pvalues . Please refer to NOAA Atlas 14 docurrent for rrore inforrration. Estimates from the table in CSVformat: Precipitation frequency estimates v US Department of Conmerce National Oceanic and Atmospheric Adlllnistration National Weather Service Office of Water A'ediction (OWP) 1325 East Wes t H~hw ay Silver Spring , MD 20910 Page Author: HDSC webmaster Page las t rrodWied : April 21 , 2017 Main Link Categories: Home l OWP Map Disclaimer Osclaimer Credits Glossary A'ivacy Polk Aboutl career OpportunitM https ://hdsc.nws .noaa.gO\{pfds/pfds_map_conthtni?blm"k=ca 2/2 5/20/23, 12:33 PM WebSoilSu~ Contact Us I Subscribe m Archived Soil Surveys Soil Survey Status Glossary I Preferences I Link Logout I Help IAIAIAI Area of Interest (AO!) Soil Map Soil Data Explorer Download Soils Data Shopping Cart (Free) I Search Map Unit Legend San Bernardino County Southwestern Part, California (CA677) San Bernardino County Southwestern Part, California (CA677) Map Unit Symbol TuB Map Unit Name Tujunga loamy sand, 0 to 5 percent slopes TvC Tujunga gravelly loamy sand, 0 to 9 percent slopes Totals for Area of Interest Acres inAOI 4.2 Percent of AOI 53.5% 3.6 46.5% 7.8 100.0% Printable Version ! Add to Shopping Cart ! Soil Map Warning: Soil Map may not be valid at this scale. You have zoomed in beyond the scale at which the soil map for this area is intended to be used . Mapping of soils is done at a particular scale. The soil surveys that comprise your AO! were mapped at 1:24,000. The design of map units and the level of detail shown in the resulting soil map are dependent on that map scale . Enlargement of maps beyond the scale of mapping can cause rrisunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. FOIA I Accessibility Statement I Privacy Policy I Non-Discrimination Statement I Information Quality I USA.gov I White House https :/tv.ebsoilsuMynrcs .usda.g<:N/app/WebScilSuMyaspx 1/1 Map Unit Description: Tujunga gravelly loamy sand, Oto 9 percent slopes--San Bernardino County Southwestern Part, California ill San Bernardino County Southwestern Part, California TvC-Tujunga gravelly loamy sand, 0 to 9 percent slopes Natural Resources Conservation Service Map Unit Setting National map unit symbol: hcl2 Elevation: 10 to 1,500 feet Mean annual precipitation: 10 to 25 inches Mean annual air temperature: 59 to 64 degrees F Frost-free period: 250 to 350 days Farmland classification: Not prime farmland Map Unit Composition Tujunga and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Tujunga Setting Landform: Alluvial fans Landform position (two-dimensional): Backslope Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium derived from granite Typical profile H1 -0 to 36 inches: gravelly loamy sand H2 -36 to 60 inches: gravelly sand Properties and qualities Slope: 0 to 9 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr} Depth to water table: More than 80 inches Frequency of flooding: Rare Frequency of ponding: None Available water supply, 0 to 60 inches: Low (about 3.8 inches} Interpretive groups Land capability classification (irrigated): 4s Land capability classification (nonirrigated): 4e Hydrologic Soi/ Group: A Ecological site: R019XG912CA-Sandy Fan Hydric soil rating: No Web Soil Survey National Cooperative Soil Survey 5/20/2023 Page 1 of 2 avg. 12.96"/hr Map Unit Description: Tujunga gravelly loamy sand, Oto 9 percent slopes--San Bernardino County Southwestern Part, California ill Minor Components Unnamed Percent of map unit: 5 percent Landform: Drainageways Hydric soil rating: Yes Soboba, gravelly loamy sand Percent of map unit: 5 percent Hydric soil rating: No Delhi, fine sand Percent of map unit: 5 percent Hydric soil rating: No Data Source Information Soil Survey Area: San Bernardino County Southwestern Part, California Survey Area Data: Version 14, Sep 6, 2022 Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/20/2023 Page 2 of 2 Map Unit Description: Tujunga loamy sand, Oto 5 percent slopes-San Bernardino County Southwestern Part, California ill San Bernardino County Southwestern Part, California TuB-Tujunga loamy sand, 0 to 5 percent slopes Natural Resources Conservation Service Map Unit Setting National map unit symbol: 2sx6y Elevation: 650 to 3,110 feet Mean annual precipitation: 10 to 25 inches Mean annual air temperature: 62 to 65 degrees F Frost-free period: 325 to 365 days Farmland classification: Farmland of statewide importance Map Unit Composition Tujunga, loamy sand, and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Tujunga, Loamy Sand Setting Landform: Alluvial fans Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Parent material: Alluvium derived from granite Typical profile A -0 to 6 inches: loamy sand C1 -6 to 18 inches: loamy sand C2 -18 to 60 inches: loamy sand Properties and qualities Slope: 0 to 5 percent Depth to restrictive feature: More than 80 inches Drainage class: Somewhat excessively drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): High to very high (5.95 to 19.98 in/hr} Depth to water table: More than 80 inches Frequency of flooding: Rare Frequency of ponding: None Available water supply, 0 to 60 inches: Low (about 4.2 inches} Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soi/ Group: A Ecological site: R019XG912CA-Sandy Fan Hydric soil rating: No Web Soil Survey National Cooperative Soil Survey 5/20/2023 Page 1 of 2 Map Unit Description: Tujunga loamy sand, Oto 5 percent slopes-San Bernardino County Southwestern Part, California ill Minor Components Tujunga, gravelly loamy sand Percent of map unit: 10 percent Landform: Alluvial fans Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Hydric soil rating: No Hanford, sandy loam Percent of map unit: 5 percent Landform: Alluvial fans Landform position (three-dimensional): Tread Down-slope shape: Linear Across-slope shape: Linear Hydric soil rating: No Data Source Information Soil Survey Area: San Bernardino County Southwestern Part, California Survey Area Data: Version 14, Sep 6, 2022 Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/20/2023 Page 2 of 2 TECHNICAL GUIDANCE DOCUMENT APPENDICES Worksheet H: Factor of Safety and Design Infiltration Rate and Worksheet Assigned Factor Product (p) Factor Category Factor Description Weight (w) Value (v) p=wxv Soil assessment methods 0.25 Predominant soil texture 0.25 A Suitability Site soil variability 0.25 Assessment Depth to groundwater/ impervious layer 0.25 Suitability Assessment Safety Factor, SA= LP Tributary area size 0.25 Level of pretreatmenU expected 0.25 sediment loads B Design Redundancy 0.25 Compaction during construction 0.25 Design Safety Factor, S8 = LP Combined Safety Factor, SrnT= SAx Ss Measured Infiltration Rate, inch/hr, KM (corrected for test-specific bias) Design Infiltration Rate , in/hr, KoESIGN = SrnT x KM Supporting Data Briefly describe infiltration test and provide reference to test forms: Note: The minimum combined adjustment factor shall not be less than 2.0 and the maximum combined adjustment factor shall not exceed 9.0. VII-35 May l9,2011 3 1 1 1 0.75 0.25 0.25 0.25 1.50 2 2 3 1 0.50 0.50 0.75 0.25 2.00 3.00 12.96 4.3/ Average Inf. Rate : 12.96 in/hr from USDA WebSoil Report Design Inf Rate: 12.96/3.0 = 4.3"/hr Hydrology Calculation Rational Method Hydrology ____________________________________________________________________________ **************************************************************************** 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 ************************** * CONCO, FONTANA * * DEVELOPED CONDITION * * 100-YR STORM EVENT * ************************************************************************** FILE NAME: CONC.DAT TIME/DATE OF STUDY: 13:08 06/21/2023 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 1.2800 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (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) = 962.00 ELEVATION DATA: UPSTREAM(FEET) = 948.80 DOWNSTREAM(FEET) = 936.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.345 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.477 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 5.50 0.74 0.100 52 11.34 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 16.84 Developed Condition (100-yr Storm Event) TOTAL AREA(ACRES) = 5.50 PEAK FLOW RATE(CFS) = 16.84 **************************************************************************** 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) = 936.50 DOWNSTREAM(FEET) = 934.80 FLOW LENGTH(FEET) = 284.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 27.0 INCH PIPE IS 17.3 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 6.26 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 16.84 PIPE TRAVEL TIME(MIN.) = 0.76 Tc(MIN.) = 12.10 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1246.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.10 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.345 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 2.30 0.74 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 6.77 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.74 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.8 PEAK FLOW RATE(CFS) = 22.96 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.8 TC(MIN.) = 12.10 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR)= 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.74 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 22.96 ============================================================================ ============================================================================ 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 ************************** * CONCO, FONTANA * * EXISTING CONDITION * * 100-YR STORM EVENT * ************************************************************************** FILE NAME: CONC.DAT TIME/DATE OF STUDY: 13:47 06/19/2023 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.9970 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (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) = 752.00 ELEVATION DATA: UPSTREAM(FEET) = 949.00 DOWNSTREAM(FEET) = 937.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 15.152 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.277 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "1 DWELLING/ACRE" A 5.50 0.98 0.800 32 15.15 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.800 25-yr, 1-hr intensity Existing Condition (100-yr Storm Event) SUBAREA RUNOFF(CFS) = 7.41 TOTAL AREA(ACRES) = 5.50 PEAK FLOW RATE(CFS) = 7.41 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 937.00 DOWNSTREAM(FEET) = 934.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 296.00 CHANNEL SLOPE = 0.0078 CHANNEL BASE(FEET) = 2.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 0.50 ==>>WARNING: FLOW IN CHANNEL EXCEEDS CHANNEL CAPACITY( NORMAL DEPTH EQUAL TO SPECIFIED MAXIMUM ALLOWABLE DEPTH). AS AN APPROXIMATION, FLOWDEPTH IS SET AT MAXIMUM ALLOWABLE DEPTH AND IS USED FOR TRAVELTIME CALCULATIONS. * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.210 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 2.30 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.59 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 6.39 AVERAGE FLOW DEPTH(FEET) = 0.50 TRAVEL TIME(MIN.) = 0.77 Tc(MIN.) = 15.92 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 4.37 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR) = 0.58 AREA-AVERAGED Fp(INCH/HR) = 0.97 AREA-AVERAGED Ap = 0.59 TOTAL AREA(ACRES) = 7.8 PEAK FLOW RATE(CFS) = 11.45 ==>>WARNING: FLOW IN CHANNEL EXCEEDS CHANNEL CAPACITY( NORMAL DEPTH EQUAL TO SPECIFIED MAXIMUM ALLOWABLE DEPTH). AS AN APPROXIMATION, FLOWDEPTH IS SET AT MAXIMUM ALLOWABLE DEPTH AND IS USED FOR TRAVELTIME CALCULATIONS. END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.50 FLOW VELOCITY(FEET/SEC.) = 7.63 ==>FLOWDEPTH EXCEEDS MAXIMUM ALLOWABLE DEPTH LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1040.00 FEET. ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.8 TC(MIN.) = 15.92 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR)= 0.58 AREA-AVERAGED Fp(INCH/HR) = 0.97 AREA-AVERAGED Ap = 0.594 PEAK FLOW RATE(CFS) = 11.45 ============================================================================ ============================================================================ 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 ************************** * CONCO, FONTANA * * DEVELOPED CONDITION * * 25-YR STORM EVENT * ************************************************************************** FILE NAME: CONC.DAT TIME/DATE OF STUDY: 11:55 07/01/2023 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.9970 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (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) = 962.00 ELEVATION DATA: UPSTREAM(FEET) = 948.80 DOWNSTREAM(FEET) = 936.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.345 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.708 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 5.50 0.74 0.100 52 11.34 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 13.04 Developed Condition (25-yr Storm Event) TOTAL AREA(ACRES) = 5.50 PEAK FLOW RATE(CFS) = 13.04 **************************************************************************** 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) = 936.50 DOWNSTREAM(FEET) = 934.80 FLOW LENGTH(FEET) = 284.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 16.0 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.85 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 13.04 PIPE TRAVEL TIME(MIN.) = 0.81 Tc(MIN.) = 12.15 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1246.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.15 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.599 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 2.30 0.74 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 5.23 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.74 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.8 PEAK FLOW RATE(CFS) = 17.72 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.8 TC(MIN.) = 12.15 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR)= 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.74 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 17.72 ============================================================================ ============================================================================ 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 ************************** * CONCO, FONTANA * * EXISTING CONDITION * * 28-YR STORM EVENT * ************************************************************************** FILE NAME: CONC.DAT TIME/DATE OF STUDY: 12:06 07/01/2023 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.8150 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (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) = 744.00 ELEVATION DATA: UPSTREAM(FEET) = 946.00 DOWNSTREAM(FEET) = 934.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 15.152 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.861 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "1 DWELLING/ACRE" A 5.50 0.98 0.800 32 15.15 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.800 Existing Condition (25-yr Storm Event) SUBAREA RUNOFF(CFS) = 5.35 TOTAL AREA(ACRES) = 5.50 PEAK FLOW RATE(CFS) = 5.35 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 934.30 DOWNSTREAM(FEET) = 932.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 296.00 CHANNEL SLOPE = 0.0078 CHANNEL BASE(FEET) = 2.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 0.50 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.788 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 2.30 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.09 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 4.73 AVERAGE FLOW DEPTH(FEET) = 0.50 TRAVEL TIME(MIN.) = 1.04 Tc(MIN.) = 16.20 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 3.50 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR) = 0.58 AREA-AVERAGED Fp(INCH/HR) = 0.97 AREA-AVERAGED Ap = 0.59 TOTAL AREA(ACRES) = 7.8 PEAK FLOW RATE(CFS) = 8.49 ==>>WARNING: FLOW IN CHANNEL EXCEEDS CHANNEL CAPACITY( NORMAL DEPTH EQUAL TO SPECIFIED MAXIMUM ALLOWABLE DEPTH). AS AN APPROXIMATION, FLOWDEPTH IS SET AT MAXIMUM ALLOWABLE DEPTH AND IS USED FOR TRAVELTIME CALCULATIONS. END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.50 FLOW VELOCITY(FEET/SEC.) = 5.66 ==>FLOWDEPTH EXCEEDS MAXIMUM ALLOWABLE DEPTH LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1040.00 FEET. ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.8 TC(MIN.) = 16.20 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR)= 0.58 AREA-AVERAGED Fp(INCH/HR) = 0.97 AREA-AVERAGED Ap = 0.594 PEAK FLOW RATE(CFS) = 8.49 ============================================================================ ============================================================================ 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 ************************** * CONCO, FONTANA * * DEVELOPED CONDITION * * 10-YR STOR EVENT * ************************************************************************** FILE NAME: CONC.DAT TIME/DATE OF STUDY: 11:59 07/01/2023 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.8150 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (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) = 962.00 ELEVATION DATA: UPSTREAM(FEET) = 948.80 DOWNSTREAM(FEET) = 936.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.345 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.214 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 5.50 0.74 0.100 52 11.34 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 10.59 Developed Condition (10-yr Storm Event) TOTAL AREA(ACRES) = 5.50 PEAK FLOW RATE(CFS) = 10.59 **************************************************************************** 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) = 936.50 DOWNSTREAM(FEET) = 934.80 FLOW LENGTH(FEET) = 284.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.7 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.48 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.59 PIPE TRAVEL TIME(MIN.) = 0.86 Tc(MIN.) = 12.21 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1246.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.21 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.119 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 2.30 0.74 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 4.23 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.74 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.8 PEAK FLOW RATE(CFS) = 14.35 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.8 TC(MIN.) = 12.21 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR)= 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.74 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 14.35 ============================================================================ ============================================================================ 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 ************************** * CONCO, FONTANA * * EXISTING CONDITION * * 10YR STORM EVENT * ************************************************************************** FILE NAME: CONC.DAT TIME/DATE OF STUDY: 12:13 07/01/2023 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 5.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.6810 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (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) = 744.00 ELEVATION DATA: UPSTREAM(FEET) = 946.00 DOWNSTREAM(FEET) = 934.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 15.152 * 5 YEAR RAINFALL INTENSITY(INCH/HR) = 1.555 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "1 DWELLING/ACRE" A 5.50 0.98 0.800 32 15.15 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.800 Existing Condition (10-yr Storm Event) SUBAREA RUNOFF(CFS) = 3.84 TOTAL AREA(ACRES) = 5.50 PEAK FLOW RATE(CFS) = 3.84 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 934.30 DOWNSTREAM(FEET) = 932.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 296.00 CHANNEL SLOPE = 0.0078 CHANNEL BASE(FEET) = 2.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 0.50 * 5 YEAR RAINFALL INTENSITY(INCH/HR) = 1.485 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 2.30 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.27 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 4.09 AVERAGE FLOW DEPTH(FEET) = 0.45 TRAVEL TIME(MIN.) = 1.21 Tc(MIN.) = 16.36 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 2.87 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR) = 0.58 AREA-AVERAGED Fp(INCH/HR) = 0.97 AREA-AVERAGED Ap = 0.59 TOTAL AREA(ACRES) = 7.8 PEAK FLOW RATE(CFS) = 6.36 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.49 FLOW VELOCITY(FEET/SEC.) = 4.32 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1040.00 FEET. ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.8 TC(MIN.) = 16.36 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR)= 0.58 AREA-AVERAGED Fp(INCH/HR) = 0.97 AREA-AVERAGED Ap = 0.594 PEAK FLOW RATE(CFS) = 6.36 ============================================================================ ============================================================================ 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 ************************** * CONCO, FONTANA * * DEVELOPED CONDITION * * 5-YR STORM EVENT * ************************************************************************** FILE NAME: CONC.DAT TIME/DATE OF STUDY: 12:02 07/01/2023 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 5.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.6810 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (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) = 962.00 ELEVATION DATA: UPSTREAM(FEET) = 948.80 DOWNSTREAM(FEET) = 936.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 11.345 * 5 YEAR RAINFALL INTENSITY(INCH/HR) = 1.850 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 5.50 0.74 0.100 52 11.34 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 8.79 Developed Condition (5-yr Storm Event) TOTAL AREA(ACRES) = 5.50 PEAK FLOW RATE(CFS) = 8.79 **************************************************************************** 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) = 936.50 DOWNSTREAM(FEET) = 934.80 FLOW LENGTH(FEET) = 284.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 21.0 INCH PIPE IS 13.6 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.31 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.79 PIPE TRAVEL TIME(MIN.) = 0.89 Tc(MIN.) = 12.24 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1246.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.24 * 5 YEAR RAINFALL INTENSITY(INCH/HR) = 1.768 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 2.30 0.74 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.74 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 3.51 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.74 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 7.8 PEAK FLOW RATE(CFS) = 11.89 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.8 TC(MIN.) = 12.24 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR)= 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.74 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 11.89 ============================================================================ ============================================================================ 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 ************************** * CONCO, FONTANA * * EXISTING CONDITION * * 5-STORM EVENT * ************************************************************************** FILE NAME: CONC.DAT TIME/DATE OF STUDY: 12:19 07/01/2023 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 2.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER-DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1-HOUR INTENSITY(INCH/HOUR) = 0.5180 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (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) = 744.00 ELEVATION DATA: UPSTREAM(FEET) = 946.00 DOWNSTREAM(FEET) = 934.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 15.152 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.183 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) RESIDENTIAL "1 DWELLING/ACRE" A 5.50 0.98 0.800 32 15.15 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.800 Existing Condition (5-yr Storm Event) SUBAREA RUNOFF(CFS) = 1.99 TOTAL AREA(ACRES) = 5.50 PEAK FLOW RATE(CFS) = 1.99 **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 934.30 DOWNSTREAM(FEET) = 932.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 296.00 CHANNEL SLOPE = 0.0078 CHANNEL BASE(FEET) = 2.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 0.50 * 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.121 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 2.30 0.98 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.05 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 3.46 AVERAGE FLOW DEPTH(FEET) = 0.33 TRAVEL TIME(MIN.) = 1.42 Tc(MIN.) = 16.58 SUBAREA AREA(ACRES) = 2.30 SUBAREA RUNOFF(CFS) = 2.12 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR) = 0.58 AREA-AVERAGED Fp(INCH/HR) = 0.97 AREA-AVERAGED Ap = 0.59 TOTAL AREA(ACRES) = 7.8 PEAK FLOW RATE(CFS) = 3.80 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.37 FLOW VELOCITY(FEET/SEC.) = 3.74 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 2.00 = 1040.00 FEET. ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 7.8 TC(MIN.) = 16.58 EFFECTIVE AREA(ACRES) = 7.80 AREA-AVERAGED Fm(INCH/HR)= 0.58 AREA-AVERAGED Fp(INCH/HR) = 0.97 AREA-AVERAGED Ap = 0.594 PEAK FLOW RATE(CFS) = 3.80 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS Hydrology Calculation Unit Hydrograph Analysis U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 06/04/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ San Bernardino County Synthetic Unit Hydrology Method Manual date - August 1986 Program License Serial Number 6484 --------------------------------------------------------------------- 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 7.80 1 1.28 -------------------------------------------------------------------- Rainfall data for year 100 7.80 6 3.08 -------------------------------------------------------------------- Rainfall data for year 100 7.80 24 5.60 -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm ******** SCS curve SCS curve Area Area Fp(Fig C6) Ap Fm No.(AMCII) NO.(AMC 3) (Ac.) Fraction (In/Hr) (dec.) (In/Hr) 32.0 52.0 7.80 1.000 0.785 0.100 0.079 Area-averaged adjusted loss rate Fm (In/Hr) = 0.079 ********* Area-Averaged low loss rate fraction, Yb ********** Area Area SCS CN SCS CN S Pervious (Ac.) Fract (AMC2) (AMC3) Yield Fr 0.78 0.100 32.0 52.0 9.23 0.194 7.02 0.900 98.0 98.0 0.20 0.958 Area-averaged catchment yield fraction, Y = 0.881 Area-averaged low loss fraction, Yb = 0.119 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Unit Hydrograph Analysis: Developed Condition (100 yr, 24 hr Storm Event) Watershed area = 7.80(Ac.) Catchment Lag time = 0.164 hours Unit interval = 5.000 minutes Unit interval percentage of lag time = 50.8130 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.079(In/Hr) Average low loss rate fraction (Yb) = 0.119 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall = 0.474(In) Computed peak 30-minute rainfall = 0.970(In) Specified peak 1-hour rainfall = 1.280(In) Computed peak 3-hour rainfall = 2.193(In) Specified peak 6-hour rainfall = 3.080(In) Specified peak 24-hour rainfall = 5.600(In) Rainfall depth area reduction factors: Using a total area of 7.80(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall = 0.474(In) 30-minute factor = 1.000 Adjusted rainfall = 0.970(In) 1-hour factor = 1.000 Adjusted rainfall = 1.280(In) 3-hour factor = 1.000 Adjusted rainfall = 2.193(In) 6-hour factor = 1.000 Adjusted rainfall = 3.080(In) 24-hour factor = 1.000 Adjusted rainfall = 5.600(In) --------------------------------------------------------------------- U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval 'S' Graph Unit Hydrograph Number Mean values ((CFS)) --------------------------------------------------------------------- (K = 94.33 (CFS)) 1 4.721 4.453 2 30.727 24.532 3 70.062 37.105 4 90.587 19.362 5 97.250 6.286 6 98.831 1.491 7 100.000 1.103 --------------------------------------------------------------------- Peak Unit Adjusted mass rainfall Unit rainfall Number (In) (In) 1 0.4736 0.4736 2 0.6249 0.1513 3 0.7349 0.1100 4 0.8245 0.0896 5 0.9015 0.0770 6 0.9697 0.0682 7 1.0314 0.0617 8 1.0880 0.0566 9 1.1404 0.0525 10 1.1895 0.0491 11 1.2358 0.0462 12 1.2795 0.0438 13 1.3308 0.0512 14 1.3800 0.0492 15 1.4275 0.0475 16 1.4734 0.0459 17 1.5178 0.0445 18 1.5610 0.0431 19 1.6029 0.0419 20 1.6437 0.0408 21 1.6835 0.0398 22 1.7224 0.0388 23 1.7603 0.0380 24 1.7975 0.0371 25 1.8338 0.0363 26 1.8694 0.0356 27 1.9043 0.0349 28 1.9386 0.0343 29 1.9722 0.0336 30 2.0053 0.0331 31 2.0378 0.0325 32 2.0698 0.0320 33 2.1013 0.0315 34 2.1322 0.0310 35 2.1628 0.0305 36 2.1928 0.0301 37 2.2225 0.0296 38 2.2517 0.0292 39 2.2806 0.0288 40 2.3090 0.0285 41 2.3372 0.0281 42 2.3649 0.0278 43 2.3924 0.0274 44 2.4195 0.0271 45 2.4463 0.0268 46 2.4728 0.0265 47 2.4990 0.0262 48 2.5249 0.0259 49 2.5505 0.0256 50 2.5759 0.0254 51 2.6010 0.0251 52 2.6259 0.0249 53 2.6505 0.0246 54 2.6749 0.0244 55 2.6991 0.0242 56 2.7230 0.0239 57 2.7467 0.0237 58 2.7702 0.0235 59 2.7936 0.0233 60 2.8167 0.0231 61 2.8396 0.0229 62 2.8623 0.0227 63 2.8848 0.0225 64 2.9072 0.0224 65 2.9293 0.0222 66 2.9513 0.0220 67 2.9732 0.0218 68 2.9948 0.0217 69 3.0163 0.0215 70 3.0377 0.0213 71 3.0589 0.0212 72 3.0799 0.0210 73 3.0983 0.0184 74 3.1165 0.0182 75 3.1346 0.0181 76 3.1526 0.0180 77 3.1704 0.0178 78 3.1881 0.0177 79 3.2057 0.0176 80 3.2231 0.0174 81 3.2404 0.0173 82 3.2576 0.0172 83 3.2747 0.0171 84 3.2916 0.0170 85 3.3085 0.0168 86 3.3252 0.0167 87 3.3418 0.0166 88 3.3583 0.0165 89 3.3747 0.0164 90 3.3910 0.0163 91 3.4072 0.0162 92 3.4233 0.0161 93 3.4393 0.0160 94 3.4552 0.0159 95 3.4710 0.0158 96 3.4868 0.0157 97 3.5024 0.0156 98 3.5179 0.0155 99 3.5333 0.0154 100 3.5487 0.0153 101 3.5639 0.0153 102 3.5791 0.0152 103 3.5942 0.0151 104 3.6092 0.0150 105 3.6241 0.0149 106 3.6390 0.0148 107 3.6537 0.0148 108 3.6684 0.0147 109 3.6830 0.0146 110 3.6976 0.0145 111 3.7120 0.0145 112 3.7264 0.0144 113 3.7407 0.0143 114 3.7550 0.0142 115 3.7691 0.0142 116 3.7832 0.0141 117 3.7973 0.0140 118 3.8112 0.0140 119 3.8251 0.0139 120 3.8390 0.0138 121 3.8527 0.0138 122 3.8664 0.0137 123 3.8801 0.0136 124 3.8936 0.0136 125 3.9071 0.0135 126 3.9206 0.0134 127 3.9340 0.0134 128 3.9473 0.0133 129 3.9606 0.0133 130 3.9738 0.0132 131 3.9870 0.0132 132 4.0000 0.0131 133 4.0131 0.0130 134 4.0261 0.0130 135 4.0390 0.0129 136 4.0519 0.0129 137 4.0647 0.0128 138 4.0775 0.0128 139 4.0902 0.0127 140 4.1029 0.0127 141 4.1155 0.0126 142 4.1280 0.0126 143 4.1405 0.0125 144 4.1530 0.0125 145 4.1654 0.0124 146 4.1778 0.0124 147 4.1901 0.0123 148 4.2024 0.0123 149 4.2146 0.0122 150 4.2268 0.0122 151 4.2389 0.0121 152 4.2510 0.0121 153 4.2630 0.0120 154 4.2750 0.0120 155 4.2870 0.0119 156 4.2989 0.0119 157 4.3107 0.0119 158 4.3225 0.0118 159 4.3343 0.0118 160 4.3461 0.0117 161 4.3577 0.0117 162 4.3694 0.0117 163 4.3810 0.0116 164 4.3926 0.0116 165 4.4041 0.0115 166 4.4156 0.0115 167 4.4271 0.0115 168 4.4385 0.0114 169 4.4498 0.0114 170 4.4612 0.0113 171 4.4725 0.0113 172 4.4837 0.0113 173 4.4950 0.0112 174 4.5062 0.0112 175 4.5173 0.0112 176 4.5284 0.0111 177 4.5395 0.0111 178 4.5505 0.0110 179 4.5615 0.0110 180 4.5725 0.0110 181 4.5835 0.0109 182 4.5944 0.0109 183 4.6052 0.0109 184 4.6161 0.0108 185 4.6269 0.0108 186 4.6376 0.0108 187 4.6484 0.0107 188 4.6591 0.0107 189 4.6697 0.0107 190 4.6804 0.0106 191 4.6910 0.0106 192 4.7016 0.0106 193 4.7121 0.0105 194 4.7226 0.0105 195 4.7331 0.0105 196 4.7436 0.0105 197 4.7540 0.0104 198 4.7644 0.0104 199 4.7747 0.0104 200 4.7851 0.0103 201 4.7954 0.0103 202 4.8057 0.0103 203 4.8159 0.0102 204 4.8261 0.0102 205 4.8363 0.0102 206 4.8465 0.0102 207 4.8566 0.0101 208 4.8667 0.0101 209 4.8768 0.0101 210 4.8868 0.0100 211 4.8968 0.0100 212 4.9068 0.0100 213 4.9168 0.0100 214 4.9268 0.0099 215 4.9367 0.0099 216 4.9466 0.0099 217 4.9564 0.0099 218 4.9663 0.0098 219 4.9761 0.0098 220 4.9859 0.0098 221 4.9956 0.0098 222 5.0054 0.0097 223 5.0151 0.0097 224 5.0247 0.0097 225 5.0344 0.0097 226 5.0440 0.0096 227 5.0537 0.0096 228 5.0632 0.0096 229 5.0728 0.0096 230 5.0824 0.0095 231 5.0919 0.0095 232 5.1014 0.0095 233 5.1108 0.0095 234 5.1203 0.0094 235 5.1297 0.0094 236 5.1391 0.0094 237 5.1485 0.0094 238 5.1579 0.0094 239 5.1672 0.0093 240 5.1765 0.0093 241 5.1858 0.0093 242 5.1951 0.0093 243 5.2043 0.0092 244 5.2135 0.0092 245 5.2227 0.0092 246 5.2319 0.0092 247 5.2411 0.0092 248 5.2502 0.0091 249 5.2593 0.0091 250 5.2684 0.0091 251 5.2775 0.0091 252 5.2866 0.0091 253 5.2956 0.0090 254 5.3046 0.0090 255 5.3136 0.0090 256 5.3226 0.0090 257 5.3316 0.0090 258 5.3405 0.0089 259 5.3494 0.0089 260 5.3583 0.0089 261 5.3672 0.0089 262 5.3760 0.0089 263 5.3849 0.0088 264 5.3937 0.0088 265 5.4025 0.0088 266 5.4113 0.0088 267 5.4201 0.0088 268 5.4288 0.0087 269 5.4375 0.0087 270 5.4462 0.0087 271 5.4549 0.0087 272 5.4636 0.0087 273 5.4722 0.0087 274 5.4809 0.0086 275 5.4895 0.0086 276 5.4981 0.0086 277 5.5067 0.0086 278 5.5152 0.0086 279 5.5238 0.0085 280 5.5323 0.0085 281 5.5408 0.0085 282 5.5493 0.0085 283 5.5578 0.0085 284 5.5663 0.0085 285 5.5747 0.0084 286 5.5831 0.0084 287 5.5916 0.0084 288 5.5999 0.0084 --------------------------------------------------------------------- Unit Unit Unit Effective Period Rainfall Soil-Loss Rainfall (number) (In) (In) (In) --------------------------------------------------------------------- 1 0.0084 0.0010 0.0074 2 0.0084 0.0010 0.0074 3 0.0084 0.0010 0.0074 4 0.0085 0.0010 0.0075 5 0.0085 0.0010 0.0075 6 0.0085 0.0010 0.0075 7 0.0085 0.0010 0.0075 8 0.0086 0.0010 0.0075 9 0.0086 0.0010 0.0076 10 0.0086 0.0010 0.0076 11 0.0087 0.0010 0.0076 12 0.0087 0.0010 0.0076 13 0.0087 0.0010 0.0077 14 0.0087 0.0010 0.0077 15 0.0088 0.0010 0.0077 16 0.0088 0.0010 0.0077 17 0.0088 0.0010 0.0078 18 0.0088 0.0011 0.0078 19 0.0089 0.0011 0.0078 20 0.0089 0.0011 0.0078 21 0.0089 0.0011 0.0079 22 0.0090 0.0011 0.0079 23 0.0090 0.0011 0.0079 24 0.0090 0.0011 0.0079 25 0.0091 0.0011 0.0080 26 0.0091 0.0011 0.0080 27 0.0091 0.0011 0.0080 28 0.0091 0.0011 0.0081 29 0.0092 0.0011 0.0081 30 0.0092 0.0011 0.0081 31 0.0092 0.0011 0.0081 32 0.0093 0.0011 0.0082 33 0.0093 0.0011 0.0082 34 0.0093 0.0011 0.0082 35 0.0094 0.0011 0.0083 36 0.0094 0.0011 0.0083 37 0.0094 0.0011 0.0083 38 0.0095 0.0011 0.0083 39 0.0095 0.0011 0.0084 40 0.0095 0.0011 0.0084 41 0.0096 0.0011 0.0084 42 0.0096 0.0011 0.0085 43 0.0097 0.0011 0.0085 44 0.0097 0.0012 0.0085 45 0.0097 0.0012 0.0086 46 0.0098 0.0012 0.0086 47 0.0098 0.0012 0.0086 48 0.0098 0.0012 0.0087 49 0.0099 0.0012 0.0087 50 0.0099 0.0012 0.0087 51 0.0100 0.0012 0.0088 52 0.0100 0.0012 0.0088 53 0.0100 0.0012 0.0089 54 0.0101 0.0012 0.0089 55 0.0101 0.0012 0.0089 56 0.0102 0.0012 0.0090 57 0.0102 0.0012 0.0090 58 0.0102 0.0012 0.0090 59 0.0103 0.0012 0.0091 60 0.0103 0.0012 0.0091 61 0.0104 0.0012 0.0092 62 0.0104 0.0012 0.0092 63 0.0105 0.0012 0.0092 64 0.0105 0.0012 0.0093 65 0.0106 0.0013 0.0093 66 0.0106 0.0013 0.0093 67 0.0107 0.0013 0.0094 68 0.0107 0.0013 0.0094 69 0.0108 0.0013 0.0095 70 0.0108 0.0013 0.0095 71 0.0109 0.0013 0.0096 72 0.0109 0.0013 0.0096 73 0.0110 0.0013 0.0097 74 0.0110 0.0013 0.0097 75 0.0111 0.0013 0.0098 76 0.0111 0.0013 0.0098 77 0.0112 0.0013 0.0099 78 0.0112 0.0013 0.0099 79 0.0113 0.0013 0.0100 80 0.0113 0.0013 0.0100 81 0.0114 0.0014 0.0101 82 0.0115 0.0014 0.0101 83 0.0115 0.0014 0.0102 84 0.0116 0.0014 0.0102 85 0.0117 0.0014 0.0103 86 0.0117 0.0014 0.0103 87 0.0118 0.0014 0.0104 88 0.0118 0.0014 0.0104 89 0.0119 0.0014 0.0105 90 0.0119 0.0014 0.0105 91 0.0120 0.0014 0.0106 92 0.0121 0.0014 0.0106 93 0.0122 0.0014 0.0107 94 0.0122 0.0015 0.0108 95 0.0123 0.0015 0.0109 96 0.0124 0.0015 0.0109 97 0.0125 0.0015 0.0110 98 0.0125 0.0015 0.0110 99 0.0126 0.0015 0.0111 100 0.0127 0.0015 0.0112 101 0.0128 0.0015 0.0113 102 0.0128 0.0015 0.0113 103 0.0129 0.0015 0.0114 104 0.0130 0.0015 0.0114 105 0.0131 0.0016 0.0115 106 0.0132 0.0016 0.0116 107 0.0133 0.0016 0.0117 108 0.0133 0.0016 0.0117 109 0.0134 0.0016 0.0119 110 0.0135 0.0016 0.0119 111 0.0136 0.0016 0.0120 112 0.0137 0.0016 0.0121 113 0.0138 0.0016 0.0122 114 0.0139 0.0017 0.0122 115 0.0140 0.0017 0.0124 116 0.0141 0.0017 0.0124 117 0.0142 0.0017 0.0125 118 0.0143 0.0017 0.0126 119 0.0145 0.0017 0.0127 120 0.0145 0.0017 0.0128 121 0.0147 0.0017 0.0129 122 0.0148 0.0018 0.0130 123 0.0149 0.0018 0.0132 124 0.0150 0.0018 0.0132 125 0.0152 0.0018 0.0134 126 0.0153 0.0018 0.0134 127 0.0154 0.0018 0.0136 128 0.0155 0.0018 0.0137 129 0.0157 0.0019 0.0138 130 0.0158 0.0019 0.0139 131 0.0160 0.0019 0.0141 132 0.0161 0.0019 0.0142 133 0.0163 0.0019 0.0144 134 0.0164 0.0019 0.0145 135 0.0166 0.0020 0.0146 136 0.0167 0.0020 0.0147 137 0.0170 0.0020 0.0149 138 0.0171 0.0020 0.0150 139 0.0173 0.0021 0.0153 140 0.0174 0.0021 0.0154 141 0.0177 0.0021 0.0156 142 0.0178 0.0021 0.0157 143 0.0181 0.0021 0.0159 144 0.0182 0.0022 0.0161 145 0.0210 0.0025 0.0185 146 0.0212 0.0025 0.0187 147 0.0215 0.0026 0.0189 148 0.0217 0.0026 0.0191 149 0.0220 0.0026 0.0194 150 0.0222 0.0026 0.0195 151 0.0225 0.0027 0.0199 152 0.0227 0.0027 0.0200 153 0.0231 0.0027 0.0204 154 0.0233 0.0028 0.0205 155 0.0237 0.0028 0.0209 156 0.0239 0.0028 0.0211 157 0.0244 0.0029 0.0215 158 0.0246 0.0029 0.0217 159 0.0251 0.0030 0.0221 160 0.0254 0.0030 0.0224 161 0.0259 0.0031 0.0228 162 0.0262 0.0031 0.0231 163 0.0268 0.0032 0.0236 164 0.0271 0.0032 0.0239 165 0.0278 0.0033 0.0245 166 0.0281 0.0033 0.0248 167 0.0288 0.0034 0.0254 168 0.0292 0.0035 0.0258 169 0.0301 0.0036 0.0265 170 0.0305 0.0036 0.0269 171 0.0315 0.0037 0.0277 172 0.0320 0.0038 0.0282 173 0.0331 0.0039 0.0291 174 0.0336 0.0040 0.0296 175 0.0349 0.0041 0.0308 176 0.0356 0.0042 0.0314 177 0.0371 0.0044 0.0327 178 0.0380 0.0045 0.0334 179 0.0398 0.0047 0.0351 180 0.0408 0.0049 0.0360 181 0.0431 0.0051 0.0380 182 0.0445 0.0053 0.0392 183 0.0475 0.0056 0.0418 184 0.0492 0.0059 0.0434 185 0.0438 0.0052 0.0386 186 0.0462 0.0055 0.0407 187 0.0525 0.0062 0.0462 188 0.0566 0.0065 0.0500 189 0.0682 0.0065 0.0617 190 0.0770 0.0065 0.0704 191 0.1100 0.0065 0.1035 192 0.1513 0.0065 0.1448 193 0.4736 0.0065 0.4670 194 0.0896 0.0065 0.0831 195 0.0617 0.0065 0.0551 196 0.0491 0.0058 0.0433 197 0.0512 0.0061 0.0451 198 0.0459 0.0055 0.0404 199 0.0419 0.0050 0.0370 200 0.0388 0.0046 0.0342 201 0.0363 0.0043 0.0320 202 0.0343 0.0041 0.0302 203 0.0325 0.0039 0.0286 204 0.0310 0.0037 0.0273 205 0.0296 0.0035 0.0261 206 0.0285 0.0034 0.0251 207 0.0274 0.0033 0.0242 208 0.0265 0.0031 0.0233 209 0.0256 0.0030 0.0226 210 0.0249 0.0030 0.0219 211 0.0242 0.0029 0.0213 212 0.0235 0.0028 0.0207 213 0.0229 0.0027 0.0202 214 0.0224 0.0027 0.0197 215 0.0218 0.0026 0.0192 216 0.0213 0.0025 0.0188 217 0.0184 0.0022 0.0162 218 0.0180 0.0021 0.0158 219 0.0176 0.0021 0.0155 220 0.0172 0.0020 0.0151 221 0.0168 0.0020 0.0148 222 0.0165 0.0020 0.0145 223 0.0162 0.0019 0.0143 224 0.0159 0.0019 0.0140 225 0.0156 0.0019 0.0138 226 0.0153 0.0018 0.0135 227 0.0151 0.0018 0.0133 228 0.0148 0.0018 0.0131 229 0.0146 0.0017 0.0129 230 0.0144 0.0017 0.0127 231 0.0142 0.0017 0.0125 232 0.0140 0.0017 0.0123 233 0.0138 0.0016 0.0121 234 0.0136 0.0016 0.0120 235 0.0134 0.0016 0.0118 236 0.0132 0.0016 0.0116 237 0.0130 0.0015 0.0115 238 0.0129 0.0015 0.0113 239 0.0127 0.0015 0.0112 240 0.0126 0.0015 0.0111 241 0.0124 0.0015 0.0109 242 0.0123 0.0015 0.0108 243 0.0121 0.0014 0.0107 244 0.0120 0.0014 0.0106 245 0.0119 0.0014 0.0105 246 0.0117 0.0014 0.0103 247 0.0116 0.0014 0.0102 248 0.0115 0.0014 0.0101 249 0.0114 0.0014 0.0100 250 0.0113 0.0013 0.0099 251 0.0112 0.0013 0.0098 252 0.0110 0.0013 0.0097 253 0.0109 0.0013 0.0096 254 0.0108 0.0013 0.0095 255 0.0107 0.0013 0.0095 256 0.0106 0.0013 0.0094 257 0.0105 0.0013 0.0093 258 0.0105 0.0012 0.0092 259 0.0104 0.0012 0.0091 260 0.0103 0.0012 0.0091 261 0.0102 0.0012 0.0090 262 0.0101 0.0012 0.0089 263 0.0100 0.0012 0.0088 264 0.0099 0.0012 0.0088 265 0.0099 0.0012 0.0087 266 0.0098 0.0012 0.0086 267 0.0097 0.0012 0.0086 268 0.0096 0.0011 0.0085 269 0.0096 0.0011 0.0084 270 0.0095 0.0011 0.0084 271 0.0094 0.0011 0.0083 272 0.0094 0.0011 0.0082 273 0.0093 0.0011 0.0082 274 0.0092 0.0011 0.0081 275 0.0092 0.0011 0.0081 276 0.0091 0.0011 0.0080 277 0.0090 0.0011 0.0080 278 0.0090 0.0011 0.0079 279 0.0089 0.0011 0.0079 280 0.0089 0.0011 0.0078 281 0.0088 0.0010 0.0078 282 0.0087 0.0010 0.0077 283 0.0087 0.0010 0.0077 284 0.0086 0.0010 0.0076 285 0.0086 0.0010 0.0076 286 0.0085 0.0010 0.0075 287 0.0085 0.0010 0.0075 288 0.0084 0.0010 0.0074 -------------------------------------------------------------------- -------------------------------------------------------------------- Total soil rain loss = 0.59(In) Total effective rainfall = 5.01(In) Peak flow rate in flood hydrograph = 23.24(CFS) --------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 7.5 15.0 22.5 30.0 ----------------------------------------------------------------------- 0+ 5 0.0002 0.03 Q | | | | 0+10 0.0017 0.21 Q | | | | 0+15 0.0051 0.49 Q | | | | 0+20 0.0094 0.63 Q | | | | 0+25 0.0141 0.68 Q | | | | 0+30 0.0189 0.70 Q | | | | 0+35 0.0238 0.71 Q | | | | 0+40 0.0287 0.71 Q | | | | 0+45 0.0336 0.71 Q | | | | 0+50 0.0385 0.71 Q | | | | 0+55 0.0434 0.71 Q | | | | 1+ 0 0.0483 0.72 Q | | | | 1+ 5 0.0533 0.72 Q | | | | 1+10 0.0582 0.72 Q | | | | 1+15 0.0632 0.72 Q | | | | 1+20 0.0682 0.73 Q | | | | 1+25 0.0732 0.73 Q | | | | 1+30 0.0782 0.73 Q | | | | 1+35 0.0833 0.73 QV | | | | 1+40 0.0884 0.73 QV | | | | 1+45 0.0934 0.74 QV | | | | 1+50 0.0985 0.74 QV | | | | 1+55 0.1036 0.74 QV | | | | 2+ 0 0.1088 0.74 QV | | | | 2+ 5 0.1139 0.75 QV | | | | 2+10 0.1191 0.75 QV | | | | 2+15 0.1243 0.75 |Q | | | | 2+20 0.1295 0.75 |Q | | | | 2+25 0.1347 0.76 |Q | | | | 2+30 0.1399 0.76 |Q | | | | 2+35 0.1452 0.76 |Q | | | | 2+40 0.1504 0.77 |Q | | | | 2+45 0.1557 0.77 |Q | | | | 2+50 0.1610 0.77 |Q | | | | 2+55 0.1664 0.77 |QV | | | | 3+ 0 0.1717 0.78 |QV | | | | 3+ 5 0.1771 0.78 |QV | | | | 3+10 0.1825 0.78 |QV | | | | 3+15 0.1879 0.78 |QV | | | | 3+20 0.1933 0.79 |QV | | | | 3+25 0.1987 0.79 |QV | | | | 3+30 0.2042 0.79 |QV | | | | 3+35 0.2097 0.80 |QV | | | | 3+40 0.2152 0.80 |QV | | | | 3+45 0.2207 0.80 |QV | | | | 3+50 0.2263 0.81 |QV | | | | 3+55 0.2318 0.81 |QV | | | | 4+ 0 0.2374 0.81 |QV | | | | 4+ 5 0.2430 0.81 |QV | | | | 4+10 0.2487 0.82 |Q V | | | | 4+15 0.2543 0.82 |Q V | | | | 4+20 0.2600 0.82 |Q V | | | | 4+25 0.2657 0.83 |Q V | | | | 4+30 0.2714 0.83 |Q V | | | | 4+35 0.2772 0.83 |Q V | | | | 4+40 0.2829 0.84 |Q V | | | | 4+45 0.2887 0.84 |Q V | | | | 4+50 0.2945 0.84 |Q V | | | | 4+55 0.3004 0.85 |Q V | | | | 5+ 0 0.3063 0.85 |Q V | | | | 5+ 5 0.3121 0.86 |Q V | | | | 5+10 0.3181 0.86 |Q V | | | | 5+15 0.3240 0.86 |Q V | | | | 5+20 0.3300 0.87 |Q V | | | | 5+25 0.3360 0.87 |Q V | | | | 5+30 0.3420 0.87 |Q V | | | | 5+35 0.3480 0.88 |Q V | | | | 5+40 0.3541 0.88 |Q V | | | | 5+45 0.3602 0.89 |Q V | | | | 5+50 0.3664 0.89 |Q V | | | | 5+55 0.3725 0.89 |Q V | | | | 6+ 0 0.3787 0.90 |Q V | | | | 6+ 5 0.3849 0.90 |Q V | | | | 6+10 0.3912 0.91 |Q V | | | | 6+15 0.3974 0.91 |Q V | | | | 6+20 0.4037 0.92 |Q V | | | | 6+25 0.4101 0.92 |Q V | | | | 6+30 0.4164 0.92 |Q V | | | | 6+35 0.4228 0.93 |Q V | | | | 6+40 0.4293 0.93 |Q V | | | | 6+45 0.4357 0.94 |Q V | | | | 6+50 0.4422 0.94 |Q V | | | | 6+55 0.4487 0.95 |Q V | | | | 7+ 0 0.4553 0.95 |Q V | | | | 7+ 5 0.4619 0.96 |Q V | | | | 7+10 0.4685 0.96 |Q V | | | | 7+15 0.4752 0.97 |Q V | | | | 7+20 0.4819 0.97 |Q V | | | | 7+25 0.4886 0.98 |Q V | | | | 7+30 0.4954 0.98 |Q V | | | | 7+35 0.5022 0.99 |Q V | | | | 7+40 0.5090 0.99 |Q V | | | | 7+45 0.5159 1.00 |Q V | | | | 7+50 0.5228 1.00 |Q V | | | | 7+55 0.5298 1.01 |Q V | | | | 8+ 0 0.5368 1.02 |Q V | | | | 8+ 5 0.5438 1.02 |Q V | | | | 8+10 0.5509 1.03 |Q V | | | | 8+15 0.5580 1.03 |Q V | | | | 8+20 0.5652 1.04 |Q V | | | | 8+25 0.5724 1.05 |Q V | | | | 8+30 0.5797 1.05 |Q V | | | | 8+35 0.5870 1.06 |Q V | | | | 8+40 0.5943 1.07 |Q V | | | | 8+45 0.6017 1.07 |Q V | | | | 8+50 0.6092 1.08 |Q V | | | | 8+55 0.6166 1.09 |Q V | | | | 9+ 0 0.6242 1.09 |Q V | | | | 9+ 5 0.6318 1.10 |Q V | | | | 9+10 0.6394 1.11 |Q V | | | | 9+15 0.6471 1.12 |Q V | | | | 9+20 0.6548 1.12 |Q V | | | | 9+25 0.6626 1.13 |Q V | | | | 9+30 0.6705 1.14 |Q V | | | | 9+35 0.6784 1.15 |Q V | | | | 9+40 0.6863 1.16 |Q V | | | | 9+45 0.6943 1.16 |Q V | | | | 9+50 0.7024 1.17 |Q V | | | | 9+55 0.7106 1.18 |Q V | | | | 10+ 0 0.7188 1.19 |Q V | | | | 10+ 5 0.7270 1.20 |Q V | | | | 10+10 0.7354 1.21 |Q V| | | | 10+15 0.7437 1.22 |Q V| | | | 10+20 0.7522 1.23 |Q V| | | | 10+25 0.7607 1.24 |Q V| | | | 10+30 0.7693 1.25 |Q V| | | | 10+35 0.7780 1.26 |Q V| | | | 10+40 0.7867 1.27 |Q V| | | | 10+45 0.7956 1.28 |Q V| | | | 10+50 0.8045 1.29 |Q V| | | | 10+55 0.8134 1.30 |Q V| | | | 11+ 0 0.8225 1.31 |Q V | | | 11+ 5 0.8316 1.33 |Q V | | | 11+10 0.8409 1.34 |Q V | | | 11+15 0.8502 1.35 |Q V | | | 11+20 0.8596 1.36 |Q V | | | 11+25 0.8691 1.38 |Q V | | | 11+30 0.8786 1.39 |Q V | | | 11+35 0.8883 1.41 |Q V | | | 11+40 0.8981 1.42 |Q |V | | | 11+45 0.9080 1.44 |Q |V | | | 11+50 0.9180 1.45 |Q |V | | | 11+55 0.9281 1.47 |Q |V | | | 12+ 0 0.9383 1.48 |Q |V | | | 12+ 5 0.9487 1.51 | Q |V | | | 12+10 0.9596 1.58 | Q |V | | | 12+15 0.9712 1.68 | Q |V | | | 12+20 0.9832 1.74 | Q | V | | | 12+25 0.9954 1.78 | Q | V | | | 12+30 1.0078 1.80 | Q | V | | | 12+35 1.0204 1.82 | Q | V | | | 12+40 1.0331 1.85 | Q | V | | | 12+45 1.0460 1.87 | Q | V | | | 12+50 1.0590 1.89 | Q | V | | | 12+55 1.0722 1.92 | Q | V | | | 13+ 0 1.0856 1.94 | Q | V | | | 13+ 5 1.0991 1.97 | Q | V | | | 13+10 1.1128 1.99 | Q | V | | | 13+15 1.1268 2.02 | Q | V | | | 13+20 1.1409 2.05 | Q | V | | | 13+25 1.1552 2.08 | Q | V | | | 13+30 1.1698 2.11 | Q | V | | | 13+35 1.1846 2.15 | Q | V | | | 13+40 1.1996 2.18 | Q | V | | | 13+45 1.2149 2.22 | Q | V | | | 13+50 1.2304 2.26 | Q | V | | | 13+55 1.2462 2.30 | Q | V | | | 14+ 0 1.2624 2.34 | Q | V | | | 14+ 5 1.2788 2.39 | Q | V | | | 14+10 1.2956 2.44 | Q | V | | | 14+15 1.3128 2.49 | Q | V | | | 14+20 1.3303 2.54 | Q | V | | | 14+25 1.3482 2.60 | Q | V | | | 14+30 1.3666 2.67 | Q | V | | | 14+35 1.3854 2.73 | Q | V | | | 14+40 1.4047 2.81 | Q | V | | | 14+45 1.4246 2.89 | Q | V | | | 14+50 1.4451 2.97 | Q | V | | | 14+55 1.4662 3.07 | Q | V | | | 15+ 0 1.4880 3.17 | Q | V | | | 15+ 5 1.5107 3.29 | Q | V | | | 15+10 1.5342 3.41 | Q | V | | | 15+15 1.5587 3.56 | Q | V| | | 15+20 1.5844 3.72 | Q | V| | | 15+25 1.6111 3.88 | Q | V| | | 15+30 1.6379 3.89 | Q | V | | 15+35 1.6643 3.84 | Q | V | | 15+40 1.6918 3.99 | Q | V | | 15+45 1.7219 4.36 | Q | |V | | 15+50 1.7559 4.94 | Q | |V | | 15+55 1.7961 5.84 | Q | | V | | 16+ 0 1.8472 7.42 | Q| | V | | 16+ 5 1.9254 11.35 | | Q | V | | 16+10 2.0617 19.79 | | | VQ | | 16+15 2.2217 23.24 | | | V Q | 16+20 2.3237 14.81 | | Q| V | | 16+25 2.3801 8.18 | Q | V| | 16+30 2.4168 5.34 | Q | | V| | 16+35 2.4489 4.65 | Q | | V | 16+40 2.4756 3.88 | Q | | V | 16+45 2.5000 3.55 | Q | | V | 16+50 2.5226 3.27 | Q | | V | 16+55 2.5437 3.06 | Q | | |V | 17+ 0 2.5635 2.88 | Q | | |V | 17+ 5 2.5823 2.73 | Q | | |V | 17+10 2.6001 2.60 | Q | | |V | 17+15 2.6172 2.48 | Q | | | V | 17+20 2.6336 2.38 | Q | | | V | 17+25 2.6494 2.29 | Q | | | V | 17+30 2.6647 2.21 | Q | | | V | 17+35 2.6794 2.14 | Q | | | V | 17+40 2.6937 2.08 | Q | | | V | 17+45 2.7076 2.02 | Q | | | V | 17+50 2.7211 1.96 | Q | | | V | 17+55 2.7343 1.91 | Q | | | V | 18+ 0 2.7471 1.86 | Q | | | V | 18+ 5 2.7596 1.81 | Q | | | V | 18+10 2.7714 1.71 | Q | | | V | 18+15 2.7823 1.59 | Q | | | V | 18+20 2.7928 1.52 | Q | | | V | 18+25 2.8029 1.47 |Q | | | V | 18+30 2.8128 1.43 |Q | | | V | 18+35 2.8225 1.40 |Q | | | V | 18+40 2.8319 1.38 |Q | | | V | 18+45 2.8412 1.35 |Q | | | V | 18+50 2.8503 1.32 |Q | | | V | 18+55 2.8593 1.30 |Q | | | V | 19+ 0 2.8681 1.28 |Q | | | V | 19+ 5 2.8768 1.26 |Q | | | V | 19+10 2.8853 1.24 |Q | | | V | 19+15 2.8936 1.22 |Q | | | V | 19+20 2.9019 1.20 |Q | | | V | 19+25 2.9100 1.18 |Q | | | V | 19+30 2.9180 1.16 |Q | | | V | 19+35 2.9259 1.15 |Q | | | V | 19+40 2.9337 1.13 |Q | | | V | 19+45 2.9414 1.11 |Q | | | V | 19+50 2.9489 1.10 |Q | | | V | 19+55 2.9564 1.09 |Q | | | V | 20+ 0 2.9638 1.07 |Q | | | V | 20+ 5 2.9711 1.06 |Q | | | V | 20+10 2.9783 1.05 |Q | | | V | 20+15 2.9854 1.03 |Q | | | V | 20+20 2.9924 1.02 |Q | | | V | 20+25 2.9994 1.01 |Q | | | V | 20+30 3.0063 1.00 |Q | | | V | 20+35 3.0131 0.99 |Q | | | V | 20+40 3.0198 0.98 |Q | | | V | 20+45 3.0264 0.97 |Q | | | V | 20+50 3.0330 0.96 |Q | | | V | 20+55 3.0395 0.95 |Q | | | V | 21+ 0 3.0460 0.94 |Q | | | V | 21+ 5 3.0524 0.93 |Q | | | V | 21+10 3.0587 0.92 |Q | | | V | 21+15 3.0650 0.91 |Q | | | V | 21+20 3.0712 0.90 |Q | | | V | 21+25 3.0773 0.89 |Q | | | V | 21+30 3.0834 0.89 |Q | | | V | 21+35 3.0895 0.88 |Q | | | V | 21+40 3.0955 0.87 |Q | | | V | 21+45 3.1014 0.86 |Q | | | V | 21+50 3.1073 0.85 |Q | | | V | 21+55 3.1131 0.85 |Q | | | V | 22+ 0 3.1189 0.84 |Q | | | V | 22+ 5 3.1247 0.83 |Q | | | V | 22+10 3.1304 0.83 |Q | | | V | 22+15 3.1360 0.82 |Q | | | V | 22+20 3.1416 0.81 |Q | | | V | 22+25 3.1472 0.81 |Q | | | V | 22+30 3.1527 0.80 |Q | | | V | 22+35 3.1582 0.80 |Q | | | V | 22+40 3.1636 0.79 |Q | | | V | 22+45 3.1690 0.78 |Q | | | V | 22+50 3.1744 0.78 |Q | | | V | 22+55 3.1797 0.77 |Q | | | V| 23+ 0 3.1850 0.77 |Q | | | V| 23+ 5 3.1902 0.76 |Q | | | V| 23+10 3.1954 0.76 |Q | | | V| 23+15 3.2006 0.75 |Q | | | V| 23+20 3.2058 0.75 Q | | | V| 23+25 3.2109 0.74 Q | | | V| 23+30 3.2159 0.74 Q | | | V| 23+35 3.2210 0.73 Q | | | V| 23+40 3.2260 0.73 Q | | | V| 23+45 3.2310 0.72 Q | | | V| 23+50 3.2359 0.72 Q | | | V| 23+55 3.2408 0.71 Q | | | V| 24+ 0 3.2457 0.71 Q | | | V| 24+ 5 3.2503 0.67 Q | | | V| 24+10 3.2537 0.49 Q | | | V| 24+15 3.2551 0.21 Q | | | V| 24+20 3.2556 0.07 Q | | | V| 24+25 3.2557 0.02 Q | | | V| 24+30 3.2558 0.01 Q | | | V ----------------------------------------------------------------------- U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 06/19/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ San Bernardino County Synthetic Unit Hydrology Method Manual date - August 1986 Program License Serial Number 6484 --------------------------------------------------------------------- UH ANALYSIS EXISTING CONDITION 100-YR STORM EVENT -------------------------------------------------------------------- Storm Event Year = 100 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 100 7.80 1 1.00 -------------------------------------------------------------------- Rainfall data for year 100 7.80 6 2.47 -------------------------------------------------------------------- Rainfall data for year 100 7.80 24 4.52 -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm ******** SCS curve SCS curve Area Area Fp(Fig C6) Ap Fm No.(AMCII) NO.(AMC 2) (Ac.) Fraction (In/Hr) (dec.) (In/Hr) 32.0 32.0 7.80 1.000 0.978 0.594 0.581 Area-averaged adjusted loss rate Fm (In/Hr) = 0.581 ********* Area-Averaged low loss rate fraction, Yb ********** Area Area SCS CN SCS CN S Pervious (Ac.) Fract (AMC2) (AMC2) Yield Fr 4.63 0.594 32.0 32.0 21.25 0.001 3.17 0.406 98.0 98.0 0.20 0.948 Area-averaged catchment yield fraction, Y = 0.385 Area-averaged low loss fraction, Yb = 0.615 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Unit Hydrograph Analysis: Existing Condition (100 yr, 24 hr Storm Event) Watershed area = 7.80(Ac.) Catchment Lag time = 0.212 hours Unit interval = 5.000 minutes Unit interval percentage of lag time = 39.2711 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.581(In/Hr) Average low loss rate fraction (Yb) = 0.615 (decimal) VALLEY DEVELOPED S-Graph proportion = 0.300 VALLEY UNDEVELOPED S-Graph proportion = 0.700 FOOTHILL S-Graph proportion = 0.000 MOUNTAIN S-Graph proportion = 0.000 DESERT S-Graph proportion = 0.000 Computed peak 5-minute rainfall = 0.369(In) Computed peak 30-minute rainfall = 0.756(In) Specified peak 1-hour rainfall = 0.997(In) Computed peak 3-hour rainfall = 1.739(In) Specified peak 6-hour rainfall = 2.470(In) Specified peak 24-hour rainfall = 4.520(In) Rainfall depth area reduction factors: Using a total area of 7.80(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall = 0.369(In) 30-minute factor = 1.000 Adjusted rainfall = 0.755(In) 1-hour factor = 1.000 Adjusted rainfall = 0.997(In) 3-hour factor = 1.000 Adjusted rainfall = 1.739(In) 6-hour factor = 1.000 Adjusted rainfall = 2.470(In) 24-hour factor = 1.000 Adjusted rainfall = 4.520(In) --------------------------------------------------------------------- U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval 'S' Graph Unit Hydrograph Number Mean values ((CFS)) --------------------------------------------------------------------- (K = 94.33 (CFS)) 1 3.850 3.632 2 20.757 15.948 3 47.935 25.638 4 68.988 19.860 5 79.273 9.702 6 84.829 5.241 7 88.269 3.245 8 90.683 2.278 9 92.668 1.872 10 94.061 1.314 11 95.161 1.038 12 96.038 0.828 13 96.861 0.776 14 97.524 0.626 15 98.075 0.519 16 98.541 0.440 17 98.919 0.357 18 99.211 0.275 19 99.486 0.259 20 99.761 0.259 21 100.000 0.226 --------------------------------------------------------------------- Peak Unit Adjusted mass rainfall Unit rainfall Number (In) (In) 1 0.3689 0.3689 2 0.4867 0.1179 3 0.5724 0.0857 4 0.6422 0.0698 5 0.7022 0.0600 6 0.7553 0.0531 7 0.8033 0.0480 8 0.8474 0.0441 9 0.8883 0.0409 10 0.9265 0.0382 11 0.9625 0.0360 12 0.9966 0.0341 13 1.0379 0.0412 14 1.0776 0.0397 15 1.1159 0.0383 16 1.1530 0.0371 17 1.1890 0.0360 18 1.2239 0.0349 19 1.2579 0.0340 20 1.2910 0.0331 21 1.3233 0.0323 22 1.3549 0.0316 23 1.3857 0.0309 24 1.4159 0.0302 25 1.4455 0.0296 26 1.4745 0.0290 27 1.5030 0.0285 28 1.5310 0.0279 29 1.5584 0.0275 30 1.5854 0.0270 31 1.6120 0.0266 32 1.6381 0.0261 33 1.6638 0.0257 34 1.6892 0.0254 35 1.7142 0.0250 36 1.7388 0.0246 37 1.7631 0.0243 38 1.7871 0.0240 39 1.8107 0.0237 40 1.8341 0.0234 41 1.8572 0.0231 42 1.8800 0.0228 43 1.9025 0.0225 44 1.9248 0.0223 45 1.9468 0.0220 46 1.9686 0.0218 47 1.9902 0.0216 48 2.0115 0.0213 49 2.0326 0.0211 50 2.0535 0.0209 51 2.0742 0.0207 52 2.0947 0.0205 53 2.1150 0.0203 54 2.1351 0.0201 55 2.1550 0.0199 56 2.1748 0.0198 57 2.1944 0.0196 58 2.2138 0.0194 59 2.2330 0.0192 60 2.2521 0.0191 61 2.2711 0.0189 62 2.2898 0.0188 63 2.3085 0.0186 64 2.3269 0.0185 65 2.3453 0.0183 66 2.3635 0.0182 67 2.3815 0.0181 68 2.3995 0.0179 69 2.4173 0.0178 70 2.4350 0.0177 71 2.4525 0.0176 72 2.4699 0.0174 73 2.4848 0.0149 74 2.4996 0.0148 75 2.5143 0.0147 76 2.5288 0.0146 77 2.5433 0.0145 78 2.5576 0.0143 79 2.5719 0.0142 80 2.5860 0.0141 81 2.6001 0.0140 82 2.6140 0.0139 83 2.6279 0.0138 84 2.6416 0.0138 85 2.6553 0.0137 86 2.6689 0.0136 87 2.6823 0.0135 88 2.6957 0.0134 89 2.7090 0.0133 90 2.7223 0.0132 91 2.7354 0.0131 92 2.7485 0.0131 93 2.7615 0.0130 94 2.7744 0.0129 95 2.7872 0.0128 96 2.7999 0.0128 97 2.8126 0.0127 98 2.8252 0.0126 99 2.8378 0.0125 100 2.8502 0.0125 101 2.8626 0.0124 102 2.8749 0.0123 103 2.8872 0.0123 104 2.8994 0.0122 105 2.9115 0.0121 106 2.9235 0.0121 107 2.9355 0.0120 108 2.9475 0.0119 109 2.9593 0.0119 110 2.9711 0.0118 111 2.9829 0.0117 112 2.9946 0.0117 113 3.0062 0.0116 114 3.0177 0.0116 115 3.0293 0.0115 116 3.0407 0.0115 117 3.0521 0.0114 118 3.0635 0.0113 119 3.0747 0.0113 120 3.0860 0.0112 121 3.0972 0.0112 122 3.1083 0.0111 123 3.1194 0.0111 124 3.1304 0.0110 125 3.1414 0.0110 126 3.1523 0.0109 127 3.1632 0.0109 128 3.1740 0.0108 129 3.1848 0.0108 130 3.1956 0.0107 131 3.2063 0.0107 132 3.2169 0.0106 133 3.2275 0.0106 134 3.2381 0.0106 135 3.2486 0.0105 136 3.2590 0.0105 137 3.2695 0.0104 138 3.2798 0.0104 139 3.2902 0.0103 140 3.3005 0.0103 141 3.3107 0.0103 142 3.3210 0.0102 143 3.3311 0.0102 144 3.3413 0.0101 145 3.3514 0.0101 146 3.3614 0.0101 147 3.3714 0.0100 148 3.3814 0.0100 149 3.3913 0.0099 150 3.4012 0.0099 151 3.4111 0.0099 152 3.4209 0.0098 153 3.4307 0.0098 154 3.4405 0.0098 155 3.4502 0.0097 156 3.4599 0.0097 157 3.4696 0.0097 158 3.4792 0.0096 159 3.4887 0.0096 160 3.4983 0.0095 161 3.5078 0.0095 162 3.5173 0.0095 163 3.5267 0.0094 164 3.5362 0.0094 165 3.5455 0.0094 166 3.5549 0.0094 167 3.5642 0.0093 168 3.5735 0.0093 169 3.5828 0.0093 170 3.5920 0.0092 171 3.6012 0.0092 172 3.6103 0.0092 173 3.6195 0.0091 174 3.6286 0.0091 175 3.6377 0.0091 176 3.6467 0.0090 177 3.6557 0.0090 178 3.6647 0.0090 179 3.6737 0.0090 180 3.6826 0.0089 181 3.6915 0.0089 182 3.7004 0.0089 183 3.7092 0.0088 184 3.7181 0.0088 185 3.7269 0.0088 186 3.7356 0.0088 187 3.7444 0.0087 188 3.7531 0.0087 189 3.7618 0.0087 190 3.7704 0.0087 191 3.7791 0.0086 192 3.7877 0.0086 193 3.7963 0.0086 194 3.8048 0.0086 195 3.8134 0.0085 196 3.8219 0.0085 197 3.8304 0.0085 198 3.8388 0.0085 199 3.8473 0.0084 200 3.8557 0.0084 201 3.8641 0.0084 202 3.8724 0.0084 203 3.8808 0.0083 204 3.8891 0.0083 205 3.8974 0.0083 206 3.9057 0.0083 207 3.9139 0.0083 208 3.9222 0.0082 209 3.9304 0.0082 210 3.9386 0.0082 211 3.9467 0.0082 212 3.9549 0.0081 213 3.9630 0.0081 214 3.9711 0.0081 215 3.9792 0.0081 216 3.9872 0.0081 217 3.9953 0.0080 218 4.0033 0.0080 219 4.0113 0.0080 220 4.0193 0.0080 221 4.0272 0.0080 222 4.0351 0.0079 223 4.0431 0.0079 224 4.0509 0.0079 225 4.0588 0.0079 226 4.0667 0.0079 227 4.0745 0.0078 228 4.0823 0.0078 229 4.0901 0.0078 230 4.0979 0.0078 231 4.1056 0.0078 232 4.1134 0.0077 233 4.1211 0.0077 234 4.1288 0.0077 235 4.1365 0.0077 236 4.1442 0.0077 237 4.1518 0.0076 238 4.1594 0.0076 239 4.1670 0.0076 240 4.1746 0.0076 241 4.1822 0.0076 242 4.1898 0.0076 243 4.1973 0.0075 244 4.2048 0.0075 245 4.2123 0.0075 246 4.2198 0.0075 247 4.2273 0.0075 248 4.2347 0.0075 249 4.2422 0.0074 250 4.2496 0.0074 251 4.2570 0.0074 252 4.2644 0.0074 253 4.2717 0.0074 254 4.2791 0.0074 255 4.2864 0.0073 256 4.2937 0.0073 257 4.3010 0.0073 258 4.3083 0.0073 259 4.3156 0.0073 260 4.3229 0.0073 261 4.3301 0.0072 262 4.3373 0.0072 263 4.3445 0.0072 264 4.3517 0.0072 265 4.3589 0.0072 266 4.3661 0.0072 267 4.3732 0.0071 268 4.3803 0.0071 269 4.3875 0.0071 270 4.3946 0.0071 271 4.4017 0.0071 272 4.4087 0.0071 273 4.4158 0.0071 274 4.4228 0.0070 275 4.4299 0.0070 276 4.4369 0.0070 277 4.4439 0.0070 278 4.4509 0.0070 279 4.4578 0.0070 280 4.4648 0.0070 281 4.4717 0.0069 282 4.4787 0.0069 283 4.4856 0.0069 284 4.4925 0.0069 285 4.4994 0.0069 286 4.5062 0.0069 287 4.5131 0.0069 288 4.5200 0.0068 --------------------------------------------------------------------- Unit Unit Unit Effective Period Rainfall Soil-Loss Rainfall (number) (In) (In) (In) --------------------------------------------------------------------- 1 0.0068 0.0042 0.0026 2 0.0069 0.0042 0.0026 3 0.0069 0.0042 0.0027 4 0.0069 0.0042 0.0027 5 0.0069 0.0043 0.0027 6 0.0069 0.0043 0.0027 7 0.0070 0.0043 0.0027 8 0.0070 0.0043 0.0027 9 0.0070 0.0043 0.0027 10 0.0070 0.0043 0.0027 11 0.0071 0.0043 0.0027 12 0.0071 0.0043 0.0027 13 0.0071 0.0044 0.0027 14 0.0071 0.0044 0.0027 15 0.0071 0.0044 0.0028 16 0.0072 0.0044 0.0028 17 0.0072 0.0044 0.0028 18 0.0072 0.0044 0.0028 19 0.0072 0.0045 0.0028 20 0.0073 0.0045 0.0028 21 0.0073 0.0045 0.0028 22 0.0073 0.0045 0.0028 23 0.0073 0.0045 0.0028 24 0.0074 0.0045 0.0028 25 0.0074 0.0045 0.0028 26 0.0074 0.0046 0.0029 27 0.0074 0.0046 0.0029 28 0.0075 0.0046 0.0029 29 0.0075 0.0046 0.0029 30 0.0075 0.0046 0.0029 31 0.0075 0.0046 0.0029 32 0.0076 0.0046 0.0029 33 0.0076 0.0047 0.0029 34 0.0076 0.0047 0.0029 35 0.0076 0.0047 0.0029 36 0.0077 0.0047 0.0030 37 0.0077 0.0047 0.0030 38 0.0077 0.0047 0.0030 39 0.0078 0.0048 0.0030 40 0.0078 0.0048 0.0030 41 0.0078 0.0048 0.0030 42 0.0078 0.0048 0.0030 43 0.0079 0.0048 0.0030 44 0.0079 0.0049 0.0030 45 0.0079 0.0049 0.0031 46 0.0080 0.0049 0.0031 47 0.0080 0.0049 0.0031 48 0.0080 0.0049 0.0031 49 0.0081 0.0050 0.0031 50 0.0081 0.0050 0.0031 51 0.0081 0.0050 0.0031 52 0.0081 0.0050 0.0031 53 0.0082 0.0050 0.0032 54 0.0082 0.0050 0.0032 55 0.0083 0.0051 0.0032 56 0.0083 0.0051 0.0032 57 0.0083 0.0051 0.0032 58 0.0083 0.0051 0.0032 59 0.0084 0.0052 0.0032 60 0.0084 0.0052 0.0032 61 0.0085 0.0052 0.0033 62 0.0085 0.0052 0.0033 63 0.0085 0.0052 0.0033 64 0.0086 0.0053 0.0033 65 0.0086 0.0053 0.0033 66 0.0086 0.0053 0.0033 67 0.0087 0.0053 0.0033 68 0.0087 0.0054 0.0034 69 0.0088 0.0054 0.0034 70 0.0088 0.0054 0.0034 71 0.0088 0.0054 0.0034 72 0.0089 0.0055 0.0034 73 0.0089 0.0055 0.0034 74 0.0090 0.0055 0.0035 75 0.0090 0.0055 0.0035 76 0.0090 0.0056 0.0035 77 0.0091 0.0056 0.0035 78 0.0091 0.0056 0.0035 79 0.0092 0.0057 0.0035 80 0.0092 0.0057 0.0036 81 0.0093 0.0057 0.0036 82 0.0093 0.0057 0.0036 83 0.0094 0.0058 0.0036 84 0.0094 0.0058 0.0036 85 0.0095 0.0058 0.0037 86 0.0095 0.0058 0.0037 87 0.0096 0.0059 0.0037 88 0.0096 0.0059 0.0037 89 0.0097 0.0060 0.0037 90 0.0097 0.0060 0.0037 91 0.0098 0.0060 0.0038 92 0.0098 0.0060 0.0038 93 0.0099 0.0061 0.0038 94 0.0099 0.0061 0.0038 95 0.0100 0.0062 0.0039 96 0.0101 0.0062 0.0039 97 0.0101 0.0062 0.0039 98 0.0102 0.0063 0.0039 99 0.0103 0.0063 0.0040 100 0.0103 0.0063 0.0040 101 0.0104 0.0064 0.0040 102 0.0104 0.0064 0.0040 103 0.0105 0.0065 0.0040 104 0.0106 0.0065 0.0041 105 0.0106 0.0065 0.0041 106 0.0107 0.0066 0.0041 107 0.0108 0.0066 0.0042 108 0.0108 0.0067 0.0042 109 0.0109 0.0067 0.0042 110 0.0110 0.0067 0.0042 111 0.0111 0.0068 0.0043 112 0.0111 0.0068 0.0043 113 0.0112 0.0069 0.0043 114 0.0113 0.0069 0.0043 115 0.0114 0.0070 0.0044 116 0.0115 0.0070 0.0044 117 0.0116 0.0071 0.0045 118 0.0116 0.0071 0.0045 119 0.0117 0.0072 0.0045 120 0.0118 0.0073 0.0045 121 0.0119 0.0073 0.0046 122 0.0120 0.0074 0.0046 123 0.0121 0.0075 0.0047 124 0.0122 0.0075 0.0047 125 0.0123 0.0076 0.0047 126 0.0124 0.0076 0.0048 127 0.0125 0.0077 0.0048 128 0.0126 0.0077 0.0049 129 0.0128 0.0078 0.0049 130 0.0128 0.0079 0.0049 131 0.0130 0.0080 0.0050 132 0.0131 0.0080 0.0050 133 0.0132 0.0081 0.0051 134 0.0133 0.0082 0.0051 135 0.0135 0.0083 0.0052 136 0.0136 0.0083 0.0052 137 0.0138 0.0085 0.0053 138 0.0138 0.0085 0.0053 139 0.0140 0.0086 0.0054 140 0.0141 0.0087 0.0054 141 0.0143 0.0088 0.0055 142 0.0145 0.0089 0.0056 143 0.0147 0.0090 0.0057 144 0.0148 0.0091 0.0057 145 0.0174 0.0107 0.0067 146 0.0176 0.0108 0.0068 147 0.0178 0.0109 0.0069 148 0.0179 0.0110 0.0069 149 0.0182 0.0112 0.0070 150 0.0183 0.0113 0.0071 151 0.0186 0.0115 0.0072 152 0.0188 0.0115 0.0072 153 0.0191 0.0117 0.0074 154 0.0192 0.0118 0.0074 155 0.0196 0.0120 0.0075 156 0.0198 0.0121 0.0076 157 0.0201 0.0124 0.0077 158 0.0203 0.0125 0.0078 159 0.0207 0.0127 0.0080 160 0.0209 0.0128 0.0081 161 0.0213 0.0131 0.0082 162 0.0216 0.0133 0.0083 163 0.0220 0.0135 0.0085 164 0.0223 0.0137 0.0086 165 0.0228 0.0140 0.0088 166 0.0231 0.0142 0.0089 167 0.0237 0.0145 0.0091 168 0.0240 0.0147 0.0092 169 0.0246 0.0151 0.0095 170 0.0250 0.0154 0.0096 171 0.0257 0.0158 0.0099 172 0.0261 0.0161 0.0101 173 0.0270 0.0166 0.0104 174 0.0275 0.0169 0.0106 175 0.0285 0.0175 0.0110 176 0.0290 0.0178 0.0112 177 0.0302 0.0186 0.0116 178 0.0309 0.0190 0.0119 179 0.0323 0.0199 0.0124 180 0.0331 0.0204 0.0128 181 0.0349 0.0215 0.0135 182 0.0360 0.0221 0.0139 183 0.0383 0.0236 0.0148 184 0.0397 0.0244 0.0153 185 0.0341 0.0210 0.0131 186 0.0360 0.0221 0.0139 187 0.0409 0.0251 0.0157 188 0.0441 0.0271 0.0170 189 0.0531 0.0327 0.0205 190 0.0600 0.0369 0.0231 191 0.0857 0.0484 0.0373 192 0.1179 0.0484 0.0695 193 0.3689 0.0484 0.3205 194 0.0698 0.0429 0.0269 195 0.0480 0.0295 0.0185 196 0.0382 0.0235 0.0147 197 0.0412 0.0254 0.0159 198 0.0371 0.0228 0.0143 199 0.0340 0.0209 0.0131 200 0.0316 0.0194 0.0122 201 0.0296 0.0182 0.0114 202 0.0279 0.0172 0.0108 203 0.0266 0.0163 0.0102 204 0.0254 0.0156 0.0098 205 0.0243 0.0149 0.0094 206 0.0234 0.0144 0.0090 207 0.0225 0.0139 0.0087 208 0.0218 0.0134 0.0084 209 0.0211 0.0130 0.0081 210 0.0205 0.0126 0.0079 211 0.0199 0.0123 0.0077 212 0.0194 0.0119 0.0075 213 0.0189 0.0116 0.0073 214 0.0185 0.0114 0.0071 215 0.0181 0.0111 0.0070 216 0.0177 0.0109 0.0068 217 0.0149 0.0092 0.0057 218 0.0146 0.0090 0.0056 219 0.0142 0.0088 0.0055 220 0.0139 0.0086 0.0054 221 0.0137 0.0084 0.0053 222 0.0134 0.0082 0.0052 223 0.0131 0.0081 0.0051 224 0.0129 0.0079 0.0050 225 0.0127 0.0078 0.0049 226 0.0125 0.0077 0.0048 227 0.0123 0.0075 0.0047 228 0.0121 0.0074 0.0046 229 0.0119 0.0073 0.0046 230 0.0117 0.0072 0.0045 231 0.0115 0.0071 0.0044 232 0.0113 0.0070 0.0044 233 0.0112 0.0069 0.0043 234 0.0110 0.0068 0.0042 235 0.0109 0.0067 0.0042 236 0.0107 0.0066 0.0041 237 0.0106 0.0065 0.0041 238 0.0105 0.0064 0.0040 239 0.0103 0.0064 0.0040 240 0.0102 0.0063 0.0039 241 0.0101 0.0062 0.0039 242 0.0100 0.0061 0.0038 243 0.0099 0.0061 0.0038 244 0.0098 0.0060 0.0038 245 0.0097 0.0059 0.0037 246 0.0095 0.0059 0.0037 247 0.0094 0.0058 0.0036 248 0.0094 0.0057 0.0036 249 0.0093 0.0057 0.0036 250 0.0092 0.0056 0.0035 251 0.0091 0.0056 0.0035 252 0.0090 0.0055 0.0035 253 0.0089 0.0055 0.0034 254 0.0088 0.0054 0.0034 255 0.0087 0.0054 0.0034 256 0.0087 0.0053 0.0033 257 0.0086 0.0053 0.0033 258 0.0085 0.0052 0.0033 259 0.0084 0.0052 0.0033 260 0.0084 0.0051 0.0032 261 0.0083 0.0051 0.0032 262 0.0082 0.0051 0.0032 263 0.0082 0.0050 0.0031 264 0.0081 0.0050 0.0031 265 0.0080 0.0049 0.0031 266 0.0080 0.0049 0.0031 267 0.0079 0.0049 0.0030 268 0.0079 0.0048 0.0030 269 0.0078 0.0048 0.0030 270 0.0077 0.0048 0.0030 271 0.0077 0.0047 0.0030 272 0.0076 0.0047 0.0029 273 0.0076 0.0047 0.0029 274 0.0075 0.0046 0.0029 275 0.0075 0.0046 0.0029 276 0.0074 0.0046 0.0029 277 0.0074 0.0045 0.0028 278 0.0073 0.0045 0.0028 279 0.0073 0.0045 0.0028 280 0.0072 0.0044 0.0028 281 0.0072 0.0044 0.0028 282 0.0071 0.0044 0.0027 283 0.0071 0.0044 0.0027 284 0.0070 0.0043 0.0027 285 0.0070 0.0043 0.0027 286 0.0070 0.0043 0.0027 287 0.0069 0.0043 0.0027 288 0.0069 0.0042 0.0026 -------------------------------------------------------------------- -------------------------------------------------------------------- Total soil rain loss = 2.57(In) Total effective rainfall = 1.95(In) Peak flow rate in flood hydrograph = 10.80(CFS) --------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 ----------------------------------------------------------------------- 0+ 5 0.0001 0.01 Q | | | | 0+10 0.0004 0.05 Q | | | | 0+15 0.0012 0.12 Q | | | | 0+20 0.0024 0.17 Q | | | | 0+25 0.0038 0.20 Q | | | | 0+30 0.0053 0.21 Q | | | | 0+35 0.0068 0.22 Q | | | | 0+40 0.0084 0.23 Q | | | | 0+45 0.0100 0.23 Q | | | | 0+50 0.0116 0.24 Q | | | | 0+55 0.0133 0.24 Q | | | | 1+ 0 0.0150 0.24 Q | | | | 1+ 5 0.0167 0.25 Q | | | | 1+10 0.0184 0.25 Q | | | | 1+15 0.0201 0.25 Q | | | | 1+20 0.0219 0.25 Q | | | | 1+25 0.0236 0.26 Q | | | | 1+30 0.0254 0.26 Q | | | | 1+35 0.0272 0.26 Q | | | | 1+40 0.0290 0.26 Q | | | | 1+45 0.0308 0.26 Q | | | | 1+50 0.0326 0.26 QV | | | | 1+55 0.0344 0.26 QV | | | | 2+ 0 0.0362 0.26 QV | | | | 2+ 5 0.0381 0.27 QV | | | | 2+10 0.0399 0.27 QV | | | | 2+15 0.0417 0.27 QV | | | | 2+20 0.0436 0.27 QV | | | | 2+25 0.0454 0.27 QV | | | | 2+30 0.0473 0.27 QV | | | | 2+35 0.0491 0.27 QV | | | | 2+40 0.0510 0.27 QV | | | | 2+45 0.0529 0.27 QV | | | | 2+50 0.0548 0.27 QV | | | | 2+55 0.0567 0.27 QV | | | | 3+ 0 0.0586 0.28 QV | | | | 3+ 5 0.0605 0.28 QV | | | | 3+10 0.0624 0.28 QV | | | | 3+15 0.0643 0.28 Q V | | | | 3+20 0.0662 0.28 Q V | | | | 3+25 0.0681 0.28 Q V | | | | 3+30 0.0701 0.28 Q V | | | | 3+35 0.0720 0.28 Q V | | | | 3+40 0.0740 0.28 Q V | | | | 3+45 0.0759 0.28 Q V | | | | 3+50 0.0779 0.29 Q V | | | | 3+55 0.0799 0.29 Q V | | | | 4+ 0 0.0819 0.29 Q V | | | | 4+ 5 0.0838 0.29 Q V | | | | 4+10 0.0858 0.29 Q V | | | | 4+15 0.0878 0.29 Q V | | | | 4+20 0.0899 0.29 Q V | | | | 4+25 0.0919 0.29 Q V | | | | 4+30 0.0939 0.29 Q V | | | | 4+35 0.0959 0.30 Q V | | | | 4+40 0.0980 0.30 Q V | | | | 4+45 0.1000 0.30 Q V | | | | 4+50 0.1021 0.30 Q V | | | | 4+55 0.1042 0.30 Q V | | | | 5+ 0 0.1062 0.30 Q V | | | | 5+ 5 0.1083 0.30 Q V | | | | 5+10 0.1104 0.30 Q V | | | | 5+15 0.1125 0.31 Q V | | | | 5+20 0.1146 0.31 Q V | | | | 5+25 0.1168 0.31 Q V | | | | 5+30 0.1189 0.31 Q V | | | | 5+35 0.1210 0.31 Q V | | | | 5+40 0.1232 0.31 Q V | | | | 5+45 0.1253 0.31 Q V | | | | 5+50 0.1275 0.31 Q V | | | | 5+55 0.1297 0.32 Q V | | | | 6+ 0 0.1319 0.32 Q V | | | | 6+ 5 0.1341 0.32 Q V | | | | 6+10 0.1363 0.32 Q V | | | | 6+15 0.1385 0.32 Q V | | | | 6+20 0.1407 0.32 Q V | | | | 6+25 0.1430 0.33 Q V | | | | 6+30 0.1452 0.33 Q V | | | | 6+35 0.1475 0.33 Q V | | | | 6+40 0.1498 0.33 Q V | | | | 6+45 0.1520 0.33 Q V | | | | 6+50 0.1543 0.33 Q V | | | | 6+55 0.1566 0.33 Q V | | | | 7+ 0 0.1590 0.34 Q V | | | | 7+ 5 0.1613 0.34 Q V | | | | 7+10 0.1636 0.34 Q V | | | | 7+15 0.1660 0.34 Q V | | | | 7+20 0.1683 0.34 Q V | | | | 7+25 0.1707 0.35 Q V | | | | 7+30 0.1731 0.35 Q V | | | | 7+35 0.1755 0.35 Q V | | | | 7+40 0.1779 0.35 Q V | | | | 7+45 0.1804 0.35 Q V | | | | 7+50 0.1828 0.35 Q V | | | | 7+55 0.1853 0.36 Q V | | | | 8+ 0 0.1877 0.36 Q V | | | | 8+ 5 0.1902 0.36 Q V | | | | 8+10 0.1927 0.36 Q V | | | | 8+15 0.1952 0.36 Q V | | | | 8+20 0.1978 0.37 Q V | | | | 8+25 0.2003 0.37 Q V | | | | 8+30 0.2029 0.37 Q V | | | | 8+35 0.2054 0.37 Q V | | | | 8+40 0.2080 0.38 Q V | | | | 8+45 0.2106 0.38 Q V | | | | 8+50 0.2132 0.38 Q V | | | | 8+55 0.2159 0.38 Q V | | | | 9+ 0 0.2185 0.39 Q V | | | | 9+ 5 0.2212 0.39 Q V | | | | 9+10 0.2239 0.39 Q V | | | | 9+15 0.2266 0.39 Q V | | | | 9+20 0.2293 0.40 Q V | | | | 9+25 0.2321 0.40 Q V | | | | 9+30 0.2348 0.40 Q V | | | | 9+35 0.2376 0.40 Q V | | | | 9+40 0.2404 0.41 Q V | | | | 9+45 0.2432 0.41 Q V | | | | 9+50 0.2461 0.41 Q V | | | | 9+55 0.2489 0.42 Q V | | | | 10+ 0 0.2518 0.42 Q V | | | | 10+ 5 0.2547 0.42 Q V | | | | 10+10 0.2577 0.42 Q V | | | | 10+15 0.2606 0.43 Q V | | | | 10+20 0.2636 0.43 Q V | | | | 10+25 0.2666 0.43 Q V | | | | 10+30 0.2696 0.44 Q V | | | | 10+35 0.2726 0.44 Q V | | | | 10+40 0.2757 0.45 Q V | | | | 10+45 0.2788 0.45 Q V | | | | 10+50 0.2819 0.45 Q V | | | | 10+55 0.2851 0.46 Q V| | | | 11+ 0 0.2883 0.46 Q V| | | | 11+ 5 0.2915 0.47 Q V| | | | 11+10 0.2947 0.47 Q V| | | | 11+15 0.2980 0.47 Q V| | | | 11+20 0.3012 0.48 Q V| | | | 11+25 0.3046 0.48 Q V| | | | 11+30 0.3079 0.49 Q V| | | | 11+35 0.3113 0.49 Q V| | | | 11+40 0.3147 0.50 Q V| | | | 11+45 0.3182 0.50 |Q V | | | 11+50 0.3217 0.51 |Q V | | | 11+55 0.3252 0.51 |Q V | | | 12+ 0 0.3288 0.52 |Q V | | | 12+ 5 0.3324 0.53 |Q V | | | 12+10 0.3362 0.55 |Q V | | | 12+15 0.3402 0.58 |Q V | | | 12+20 0.3443 0.60 |Q V | | | 12+25 0.3486 0.62 |Q |V | | | 12+30 0.3529 0.63 |Q |V | | | 12+35 0.3574 0.64 |Q |V | | | 12+40 0.3618 0.65 |Q |V | | | 12+45 0.3664 0.66 |Q |V | | | 12+50 0.3710 0.67 |Q |V | | | 12+55 0.3756 0.68 |Q |V | | | 13+ 0 0.3803 0.69 |Q | V | | | 13+ 5 0.3851 0.70 |Q | V | | | 13+10 0.3900 0.70 |Q | V | | | 13+15 0.3949 0.71 |Q | V | | | 13+20 0.3999 0.72 |Q | V | | | 13+25 0.4050 0.74 |Q | V | | | 13+30 0.4101 0.75 |Q | V | | | 13+35 0.4153 0.76 |Q | V | | | 13+40 0.4206 0.77 |Q | V | | | 13+45 0.4260 0.78 |Q | V | | | 13+50 0.4315 0.79 |Q | V | | | 13+55 0.4370 0.81 |Q | V | | | 14+ 0 0.4427 0.82 |Q | V | | | 14+ 5 0.4485 0.84 |Q | V | | | 14+10 0.4544 0.85 |Q | V | | | 14+15 0.4603 0.87 |Q | V | | | 14+20 0.4665 0.89 |Q | V | | | 14+25 0.4727 0.91 |Q | V | | | 14+30 0.4791 0.93 |Q | V | | | 14+35 0.4856 0.95 |Q | V | | | 14+40 0.4923 0.97 |Q | V | | | 14+45 0.4992 1.00 |Q | V | | | 14+50 0.5062 1.02 | Q | V | | | 14+55 0.5135 1.05 | Q | V | | | 15+ 0 0.5210 1.09 | Q | V | | | 15+ 5 0.5287 1.12 | Q | V | | | 15+10 0.5367 1.16 | Q | V | | | 15+15 0.5451 1.21 | Q | V | | | 15+20 0.5537 1.26 | Q | V | | | 15+25 0.5627 1.30 | Q | V | | | 15+30 0.5718 1.32 | Q | V | | | 15+35 0.5808 1.31 | Q | V | | | 15+40 0.5899 1.33 | Q | V | | | 15+45 0.5997 1.42 | Q | V | | | 15+50 0.6104 1.55 | Q | V| | | 15+55 0.6226 1.78 | Q | V| | | 16+ 0 0.6384 2.29 | Q | V | | 16+ 5 0.6671 4.17 | Q | |V | | 16+10 0.7241 8.27 | | Q | V | | 16+15 0.7985 10.80 | | |Q V | | 16+20 0.8572 8.52 | | Q | V | | 16+25 0.8922 5.09 | Q | V | | 16+30 0.9160 3.45 | Q | | V | | 16+35 0.9345 2.68 | Q | | V| | 16+40 0.9501 2.27 | Q | | V | 16+45 0.9640 2.02 | Q | | V | 16+50 0.9760 1.74 | Q | | V | 16+55 0.9868 1.57 | Q | | |V | 17+ 0 0.9967 1.43 | Q | | |V | 17+ 5 1.0060 1.35 | Q | | |V | 17+10 1.0146 1.25 | Q | | | V | 17+15 1.0226 1.16 | Q | | | V | 17+20 1.0301 1.09 | Q | | | V | 17+25 1.0371 1.02 | Q | | | V | 17+30 1.0438 0.96 |Q | | | V | 17+35 1.0501 0.93 |Q | | | V | 17+40 1.0563 0.89 |Q | | | V | 17+45 1.0621 0.84 |Q | | | V | 17+50 1.0673 0.75 |Q | | | V | 17+55 1.0723 0.73 |Q | | | V | 18+ 0 1.0772 0.71 |Q | | | V | 18+ 5 1.0819 0.69 |Q | | | V | 18+10 1.0864 0.65 |Q | | | V | 18+15 1.0906 0.61 |Q | | | V | 18+20 1.0946 0.58 |Q | | | V | 18+25 1.0985 0.56 |Q | | | V | 18+30 1.1022 0.54 |Q | | | V | 18+35 1.1059 0.53 |Q | | | V | 18+40 1.1094 0.51 |Q | | | V | 18+45 1.1128 0.50 |Q | | | V | 18+50 1.1162 0.49 Q | | | V | 18+55 1.1195 0.48 Q | | | V | 19+ 0 1.1228 0.47 Q | | | V | 19+ 5 1.1260 0.46 Q | | | V | 19+10 1.1291 0.45 Q | | | V | 19+15 1.1321 0.45 Q | | | V | 19+20 1.1352 0.44 Q | | | V | 19+25 1.1381 0.43 Q | | | V | 19+30 1.1410 0.42 Q | | | V | 19+35 1.1439 0.42 Q | | | V | 19+40 1.1467 0.41 Q | | | V | 19+45 1.1495 0.40 Q | | | V | 19+50 1.1523 0.40 Q | | | V | 19+55 1.1550 0.39 Q | | | V | 20+ 0 1.1577 0.39 Q | | | V | 20+ 5 1.1603 0.38 Q | | | V | 20+10 1.1629 0.38 Q | | | V | 20+15 1.1655 0.37 Q | | | V | 20+20 1.1681 0.37 Q | | | V | 20+25 1.1706 0.37 Q | | | V | 20+30 1.1731 0.36 Q | | | V | 20+35 1.1755 0.36 Q | | | V | 20+40 1.1780 0.35 Q | | | V | 20+45 1.1804 0.35 Q | | | V | 20+50 1.1827 0.35 Q | | | V | 20+55 1.1851 0.34 Q | | | V | 21+ 0 1.1874 0.34 Q | | | V | 21+ 5 1.1897 0.34 Q | | | V | 21+10 1.1920 0.33 Q | | | V | 21+15 1.1943 0.33 Q | | | V | 21+20 1.1965 0.33 Q | | | V | 21+25 1.1988 0.32 Q | | | V | 21+30 1.2010 0.32 Q | | | V | 21+35 1.2031 0.32 Q | | | V | 21+40 1.2053 0.31 Q | | | V | 21+45 1.2074 0.31 Q | | | V | 21+50 1.2096 0.31 Q | | | V | 21+55 1.2117 0.31 Q | | | V | 22+ 0 1.2138 0.30 Q | | | V | 22+ 5 1.2158 0.30 Q | | | V | 22+10 1.2179 0.30 Q | | | V | 22+15 1.2199 0.30 Q | | | V | 22+20 1.2219 0.29 Q | | | V | 22+25 1.2239 0.29 Q | | | V | 22+30 1.2259 0.29 Q | | | V | 22+35 1.2279 0.29 Q | | | V | 22+40 1.2299 0.28 Q | | | V | 22+45 1.2318 0.28 Q | | | V | 22+50 1.2337 0.28 Q | | | V | 22+55 1.2357 0.28 Q | | | V| 23+ 0 1.2376 0.28 Q | | | V| 23+ 5 1.2395 0.27 Q | | | V| 23+10 1.2413 0.27 Q | | | V| 23+15 1.2432 0.27 Q | | | V| 23+20 1.2450 0.27 Q | | | V| 23+25 1.2469 0.27 Q | | | V| 23+30 1.2487 0.27 Q | | | V| 23+35 1.2505 0.26 Q | | | V| 23+40 1.2523 0.26 Q | | | V| 23+45 1.2541 0.26 Q | | | V| 23+50 1.2559 0.26 Q | | | V| 23+55 1.2577 0.26 Q | | | V| 24+ 0 1.2594 0.26 Q | | | V| 24+ 5 1.2611 0.24 Q | | | V| 24+10 1.2625 0.20 Q | | | V| 24+15 1.2634 0.13 Q | | | V| 24+20 1.2639 0.08 Q | | | V| 24+25 1.2643 0.05 Q | | | V| 24+30 1.2646 0.04 Q | | | V| 24+35 1.2648 0.03 Q | | | V| 24+40 1.2649 0.02 Q | | | V| 24+45 1.2651 0.02 Q | | | V| 24+50 1.2652 0.02 Q | | | V| 24+55 1.2653 0.01 Q | | | V| 25+ 0 1.2653 0.01 Q | | | V| 25+ 5 1.2654 0.01 Q | | | V| 25+10 1.2654 0.01 Q | | | V| 25+15 1.2655 0.00 Q | | | V| 25+20 1.2655 0.00 Q | | | V| 25+25 1.2655 0.00 Q | | | V| 25+30 1.2655 0.00 Q | | | V| 25+35 1.2655 0.00 Q | | | V| 25+40 1.2655 0.00 Q | | | V| ----------------------------------------------------------------------- U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 07/01/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ San Bernardino County Synthetic Unit Hydrology Method Manual date - August 1986 Program License Serial Number 6484 --------------------------------------------------------------------- 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 7.80 1 1.00 -------------------------------------------------------------------- Rainfall data for year 25 7.80 6 2.47 -------------------------------------------------------------------- Rainfall data for year 25 7.80 24 4.52 -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm ******** SCS curve SCS curve Area Area Fp(Fig C6) Ap Fm No.(AMCII) NO.(AMC 3) (Ac.) Fraction (In/Hr) (dec.) (In/Hr) 32.0 52.0 7.80 1.000 0.785 0.100 0.079 Area-averaged adjusted loss rate Fm (In/Hr) = 0.079 ********* Area-Averaged low loss rate fraction, Yb ********** Area Area SCS CN SCS CN S Pervious (Ac.) Fract (AMC2) (AMC3) Yield Fr 0.78 0.100 32.0 52.0 9.23 0.133 7.02 0.900 98.0 98.0 0.20 0.948 Area-averaged catchment yield fraction, Y = 0.866 Area-averaged low loss fraction, Yb = 0.134 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Unit Hydrograph Analysis: Developed Condition (25 yr, 24 hr Storm Event) Watershed area = 7.80(Ac.) Catchment Lag time = 0.162 hours Unit interval = 5.000 minutes Unit interval percentage of lag time = 51.4403 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.079(In/Hr) Average low loss rate fraction (Yb) = 0.134 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall = 0.369(In) Computed peak 30-minute rainfall = 0.756(In) Specified peak 1-hour rainfall = 0.997(In) Computed peak 3-hour rainfall = 1.739(In) Specified peak 6-hour rainfall = 2.470(In) Specified peak 24-hour rainfall = 4.520(In) Rainfall depth area reduction factors: Using a total area of 7.80(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall = 0.369(In) 30-minute factor = 1.000 Adjusted rainfall = 0.755(In) 1-hour factor = 1.000 Adjusted rainfall = 0.997(In) 3-hour factor = 1.000 Adjusted rainfall = 1.739(In) 6-hour factor = 1.000 Adjusted rainfall = 2.470(In) 24-hour factor = 1.000 Adjusted rainfall = 4.520(In) --------------------------------------------------------------------- U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval 'S' Graph Unit Hydrograph Number Mean values ((CFS)) --------------------------------------------------------------------- (K = 94.33 (CFS)) 1 4.833 4.559 2 31.441 25.099 3 71.022 37.337 4 91.060 18.902 5 97.413 5.993 6 98.893 1.396 7 100.000 1.045 --------------------------------------------------------------------- Peak Unit Adjusted mass rainfall Unit rainfall Number (In) (In) 1 0.3689 0.3689 2 0.4867 0.1179 3 0.5724 0.0857 4 0.6422 0.0698 5 0.7022 0.0600 6 0.7553 0.0531 7 0.8033 0.0480 8 0.8474 0.0441 9 0.8883 0.0409 10 0.9265 0.0382 11 0.9625 0.0360 12 0.9966 0.0341 13 1.0379 0.0412 14 1.0776 0.0397 15 1.1159 0.0383 16 1.1530 0.0371 17 1.1890 0.0360 18 1.2239 0.0349 19 1.2579 0.0340 20 1.2910 0.0331 21 1.3233 0.0323 22 1.3549 0.0316 23 1.3857 0.0309 24 1.4159 0.0302 25 1.4455 0.0296 26 1.4745 0.0290 27 1.5030 0.0285 28 1.5310 0.0279 29 1.5584 0.0275 30 1.5854 0.0270 31 1.6120 0.0266 32 1.6381 0.0261 33 1.6638 0.0257 34 1.6892 0.0254 35 1.7142 0.0250 36 1.7388 0.0246 37 1.7631 0.0243 38 1.7871 0.0240 39 1.8107 0.0237 40 1.8341 0.0234 41 1.8572 0.0231 42 1.8800 0.0228 43 1.9025 0.0225 44 1.9248 0.0223 45 1.9468 0.0220 46 1.9686 0.0218 47 1.9902 0.0216 48 2.0115 0.0213 49 2.0326 0.0211 50 2.0535 0.0209 51 2.0742 0.0207 52 2.0947 0.0205 53 2.1150 0.0203 54 2.1351 0.0201 55 2.1550 0.0199 56 2.1748 0.0198 57 2.1944 0.0196 58 2.2138 0.0194 59 2.2330 0.0192 60 2.2521 0.0191 61 2.2711 0.0189 62 2.2898 0.0188 63 2.3085 0.0186 64 2.3269 0.0185 65 2.3453 0.0183 66 2.3635 0.0182 67 2.3815 0.0181 68 2.3995 0.0179 69 2.4173 0.0178 70 2.4350 0.0177 71 2.4525 0.0176 72 2.4699 0.0174 73 2.4848 0.0149 74 2.4996 0.0148 75 2.5143 0.0147 76 2.5288 0.0146 77 2.5433 0.0145 78 2.5576 0.0143 79 2.5719 0.0142 80 2.5860 0.0141 81 2.6001 0.0140 82 2.6140 0.0139 83 2.6279 0.0138 84 2.6416 0.0138 85 2.6553 0.0137 86 2.6689 0.0136 87 2.6823 0.0135 88 2.6957 0.0134 89 2.7090 0.0133 90 2.7223 0.0132 91 2.7354 0.0131 92 2.7485 0.0131 93 2.7615 0.0130 94 2.7744 0.0129 95 2.7872 0.0128 96 2.7999 0.0128 97 2.8126 0.0127 98 2.8252 0.0126 99 2.8378 0.0125 100 2.8502 0.0125 101 2.8626 0.0124 102 2.8749 0.0123 103 2.8872 0.0123 104 2.8994 0.0122 105 2.9115 0.0121 106 2.9235 0.0121 107 2.9355 0.0120 108 2.9475 0.0119 109 2.9593 0.0119 110 2.9711 0.0118 111 2.9829 0.0117 112 2.9946 0.0117 113 3.0062 0.0116 114 3.0177 0.0116 115 3.0293 0.0115 116 3.0407 0.0115 117 3.0521 0.0114 118 3.0635 0.0113 119 3.0747 0.0113 120 3.0860 0.0112 121 3.0972 0.0112 122 3.1083 0.0111 123 3.1194 0.0111 124 3.1304 0.0110 125 3.1414 0.0110 126 3.1523 0.0109 127 3.1632 0.0109 128 3.1740 0.0108 129 3.1848 0.0108 130 3.1956 0.0107 131 3.2063 0.0107 132 3.2169 0.0106 133 3.2275 0.0106 134 3.2381 0.0106 135 3.2486 0.0105 136 3.2590 0.0105 137 3.2695 0.0104 138 3.2798 0.0104 139 3.2902 0.0103 140 3.3005 0.0103 141 3.3107 0.0103 142 3.3210 0.0102 143 3.3311 0.0102 144 3.3413 0.0101 145 3.3514 0.0101 146 3.3614 0.0101 147 3.3714 0.0100 148 3.3814 0.0100 149 3.3913 0.0099 150 3.4012 0.0099 151 3.4111 0.0099 152 3.4209 0.0098 153 3.4307 0.0098 154 3.4405 0.0098 155 3.4502 0.0097 156 3.4599 0.0097 157 3.4696 0.0097 158 3.4792 0.0096 159 3.4887 0.0096 160 3.4983 0.0095 161 3.5078 0.0095 162 3.5173 0.0095 163 3.5267 0.0094 164 3.5362 0.0094 165 3.5455 0.0094 166 3.5549 0.0094 167 3.5642 0.0093 168 3.5735 0.0093 169 3.5828 0.0093 170 3.5920 0.0092 171 3.6012 0.0092 172 3.6103 0.0092 173 3.6195 0.0091 174 3.6286 0.0091 175 3.6377 0.0091 176 3.6467 0.0090 177 3.6557 0.0090 178 3.6647 0.0090 179 3.6737 0.0090 180 3.6826 0.0089 181 3.6915 0.0089 182 3.7004 0.0089 183 3.7092 0.0088 184 3.7181 0.0088 185 3.7269 0.0088 186 3.7356 0.0088 187 3.7444 0.0087 188 3.7531 0.0087 189 3.7618 0.0087 190 3.7704 0.0087 191 3.7791 0.0086 192 3.7877 0.0086 193 3.7963 0.0086 194 3.8048 0.0086 195 3.8134 0.0085 196 3.8219 0.0085 197 3.8304 0.0085 198 3.8388 0.0085 199 3.8473 0.0084 200 3.8557 0.0084 201 3.8641 0.0084 202 3.8724 0.0084 203 3.8808 0.0083 204 3.8891 0.0083 205 3.8974 0.0083 206 3.9057 0.0083 207 3.9139 0.0083 208 3.9222 0.0082 209 3.9304 0.0082 210 3.9386 0.0082 211 3.9467 0.0082 212 3.9549 0.0081 213 3.9630 0.0081 214 3.9711 0.0081 215 3.9792 0.0081 216 3.9872 0.0081 217 3.9953 0.0080 218 4.0033 0.0080 219 4.0113 0.0080 220 4.0193 0.0080 221 4.0272 0.0080 222 4.0351 0.0079 223 4.0431 0.0079 224 4.0509 0.0079 225 4.0588 0.0079 226 4.0667 0.0079 227 4.0745 0.0078 228 4.0823 0.0078 229 4.0901 0.0078 230 4.0979 0.0078 231 4.1056 0.0078 232 4.1134 0.0077 233 4.1211 0.0077 234 4.1288 0.0077 235 4.1365 0.0077 236 4.1442 0.0077 237 4.1518 0.0076 238 4.1594 0.0076 239 4.1670 0.0076 240 4.1746 0.0076 241 4.1822 0.0076 242 4.1898 0.0076 243 4.1973 0.0075 244 4.2048 0.0075 245 4.2123 0.0075 246 4.2198 0.0075 247 4.2273 0.0075 248 4.2347 0.0075 249 4.2422 0.0074 250 4.2496 0.0074 251 4.2570 0.0074 252 4.2644 0.0074 253 4.2717 0.0074 254 4.2791 0.0074 255 4.2864 0.0073 256 4.2937 0.0073 257 4.3010 0.0073 258 4.3083 0.0073 259 4.3156 0.0073 260 4.3229 0.0073 261 4.3301 0.0072 262 4.3373 0.0072 263 4.3445 0.0072 264 4.3517 0.0072 265 4.3589 0.0072 266 4.3661 0.0072 267 4.3732 0.0071 268 4.3803 0.0071 269 4.3875 0.0071 270 4.3946 0.0071 271 4.4017 0.0071 272 4.4087 0.0071 273 4.4158 0.0071 274 4.4228 0.0070 275 4.4299 0.0070 276 4.4369 0.0070 277 4.4439 0.0070 278 4.4509 0.0070 279 4.4578 0.0070 280 4.4648 0.0070 281 4.4717 0.0069 282 4.4787 0.0069 283 4.4856 0.0069 284 4.4925 0.0069 285 4.4994 0.0069 286 4.5062 0.0069 287 4.5131 0.0069 288 4.5200 0.0068 --------------------------------------------------------------------- Unit Unit Unit Effective Period Rainfall Soil-Loss Rainfall (number) (In) (In) (In) --------------------------------------------------------------------- 1 0.0068 0.0009 0.0059 2 0.0069 0.0009 0.0059 3 0.0069 0.0009 0.0060 4 0.0069 0.0009 0.0060 5 0.0069 0.0009 0.0060 6 0.0069 0.0009 0.0060 7 0.0070 0.0009 0.0060 8 0.0070 0.0009 0.0061 9 0.0070 0.0009 0.0061 10 0.0070 0.0009 0.0061 11 0.0071 0.0009 0.0061 12 0.0071 0.0009 0.0061 13 0.0071 0.0009 0.0062 14 0.0071 0.0010 0.0062 15 0.0071 0.0010 0.0062 16 0.0072 0.0010 0.0062 17 0.0072 0.0010 0.0062 18 0.0072 0.0010 0.0062 19 0.0072 0.0010 0.0063 20 0.0073 0.0010 0.0063 21 0.0073 0.0010 0.0063 22 0.0073 0.0010 0.0063 23 0.0073 0.0010 0.0064 24 0.0074 0.0010 0.0064 25 0.0074 0.0010 0.0064 26 0.0074 0.0010 0.0064 27 0.0074 0.0010 0.0064 28 0.0075 0.0010 0.0065 29 0.0075 0.0010 0.0065 30 0.0075 0.0010 0.0065 31 0.0075 0.0010 0.0065 32 0.0076 0.0010 0.0065 33 0.0076 0.0010 0.0066 34 0.0076 0.0010 0.0066 35 0.0076 0.0010 0.0066 36 0.0077 0.0010 0.0066 37 0.0077 0.0010 0.0067 38 0.0077 0.0010 0.0067 39 0.0078 0.0010 0.0067 40 0.0078 0.0010 0.0067 41 0.0078 0.0010 0.0068 42 0.0078 0.0010 0.0068 43 0.0079 0.0011 0.0068 44 0.0079 0.0011 0.0068 45 0.0079 0.0011 0.0069 46 0.0080 0.0011 0.0069 47 0.0080 0.0011 0.0069 48 0.0080 0.0011 0.0069 49 0.0081 0.0011 0.0070 50 0.0081 0.0011 0.0070 51 0.0081 0.0011 0.0070 52 0.0081 0.0011 0.0071 53 0.0082 0.0011 0.0071 54 0.0082 0.0011 0.0071 55 0.0083 0.0011 0.0071 56 0.0083 0.0011 0.0072 57 0.0083 0.0011 0.0072 58 0.0083 0.0011 0.0072 59 0.0084 0.0011 0.0073 60 0.0084 0.0011 0.0073 61 0.0085 0.0011 0.0073 62 0.0085 0.0011 0.0074 63 0.0085 0.0011 0.0074 64 0.0086 0.0011 0.0074 65 0.0086 0.0012 0.0075 66 0.0086 0.0012 0.0075 67 0.0087 0.0012 0.0075 68 0.0087 0.0012 0.0076 69 0.0088 0.0012 0.0076 70 0.0088 0.0012 0.0076 71 0.0088 0.0012 0.0077 72 0.0089 0.0012 0.0077 73 0.0089 0.0012 0.0077 74 0.0090 0.0012 0.0078 75 0.0090 0.0012 0.0078 76 0.0090 0.0012 0.0078 77 0.0091 0.0012 0.0079 78 0.0091 0.0012 0.0079 79 0.0092 0.0012 0.0080 80 0.0092 0.0012 0.0080 81 0.0093 0.0012 0.0080 82 0.0093 0.0012 0.0081 83 0.0094 0.0013 0.0081 84 0.0094 0.0013 0.0082 85 0.0095 0.0013 0.0082 86 0.0095 0.0013 0.0082 87 0.0096 0.0013 0.0083 88 0.0096 0.0013 0.0083 89 0.0097 0.0013 0.0084 90 0.0097 0.0013 0.0084 91 0.0098 0.0013 0.0085 92 0.0098 0.0013 0.0085 93 0.0099 0.0013 0.0086 94 0.0099 0.0013 0.0086 95 0.0100 0.0013 0.0087 96 0.0101 0.0013 0.0087 97 0.0101 0.0014 0.0088 98 0.0102 0.0014 0.0088 99 0.0103 0.0014 0.0089 100 0.0103 0.0014 0.0089 101 0.0104 0.0014 0.0090 102 0.0104 0.0014 0.0090 103 0.0105 0.0014 0.0091 104 0.0106 0.0014 0.0091 105 0.0106 0.0014 0.0092 106 0.0107 0.0014 0.0093 107 0.0108 0.0014 0.0093 108 0.0108 0.0014 0.0094 109 0.0109 0.0015 0.0095 110 0.0110 0.0015 0.0095 111 0.0111 0.0015 0.0096 112 0.0111 0.0015 0.0096 113 0.0112 0.0015 0.0097 114 0.0113 0.0015 0.0098 115 0.0114 0.0015 0.0099 116 0.0115 0.0015 0.0099 117 0.0116 0.0015 0.0100 118 0.0116 0.0016 0.0101 119 0.0117 0.0016 0.0102 120 0.0118 0.0016 0.0102 121 0.0119 0.0016 0.0103 122 0.0120 0.0016 0.0104 123 0.0121 0.0016 0.0105 124 0.0122 0.0016 0.0106 125 0.0123 0.0016 0.0107 126 0.0124 0.0017 0.0107 127 0.0125 0.0017 0.0109 128 0.0126 0.0017 0.0109 129 0.0128 0.0017 0.0110 130 0.0128 0.0017 0.0111 131 0.0130 0.0017 0.0112 132 0.0131 0.0017 0.0113 133 0.0132 0.0018 0.0115 134 0.0133 0.0018 0.0115 135 0.0135 0.0018 0.0117 136 0.0136 0.0018 0.0118 137 0.0138 0.0018 0.0119 138 0.0138 0.0019 0.0120 139 0.0140 0.0019 0.0122 140 0.0141 0.0019 0.0123 141 0.0143 0.0019 0.0124 142 0.0145 0.0019 0.0125 143 0.0147 0.0020 0.0127 144 0.0148 0.0020 0.0128 145 0.0174 0.0023 0.0151 146 0.0176 0.0023 0.0152 147 0.0178 0.0024 0.0154 148 0.0179 0.0024 0.0155 149 0.0182 0.0024 0.0158 150 0.0183 0.0025 0.0159 151 0.0186 0.0025 0.0161 152 0.0188 0.0025 0.0163 153 0.0191 0.0026 0.0165 154 0.0192 0.0026 0.0167 155 0.0196 0.0026 0.0170 156 0.0198 0.0026 0.0171 157 0.0201 0.0027 0.0174 158 0.0203 0.0027 0.0176 159 0.0207 0.0028 0.0179 160 0.0209 0.0028 0.0181 161 0.0213 0.0029 0.0185 162 0.0216 0.0029 0.0187 163 0.0220 0.0029 0.0191 164 0.0223 0.0030 0.0193 165 0.0228 0.0030 0.0198 166 0.0231 0.0031 0.0200 167 0.0237 0.0032 0.0205 168 0.0240 0.0032 0.0208 169 0.0246 0.0033 0.0213 170 0.0250 0.0033 0.0216 171 0.0257 0.0034 0.0223 172 0.0261 0.0035 0.0226 173 0.0270 0.0036 0.0234 174 0.0275 0.0037 0.0238 175 0.0285 0.0038 0.0247 176 0.0290 0.0039 0.0251 177 0.0302 0.0040 0.0262 178 0.0309 0.0041 0.0267 179 0.0323 0.0043 0.0280 180 0.0331 0.0044 0.0287 181 0.0349 0.0047 0.0303 182 0.0360 0.0048 0.0312 183 0.0383 0.0051 0.0332 184 0.0397 0.0053 0.0344 185 0.0341 0.0046 0.0295 186 0.0360 0.0048 0.0312 187 0.0409 0.0055 0.0354 188 0.0441 0.0059 0.0382 189 0.0531 0.0065 0.0466 190 0.0600 0.0065 0.0534 191 0.0857 0.0065 0.0792 192 0.1179 0.0065 0.1113 193 0.3689 0.0065 0.3623 194 0.0698 0.0065 0.0633 195 0.0480 0.0064 0.0416 196 0.0382 0.0051 0.0331 197 0.0412 0.0055 0.0357 198 0.0371 0.0050 0.0321 199 0.0340 0.0045 0.0294 200 0.0316 0.0042 0.0273 201 0.0296 0.0040 0.0256 202 0.0279 0.0037 0.0242 203 0.0266 0.0036 0.0230 204 0.0254 0.0034 0.0220 205 0.0243 0.0032 0.0210 206 0.0234 0.0031 0.0202 207 0.0225 0.0030 0.0195 208 0.0218 0.0029 0.0189 209 0.0211 0.0028 0.0183 210 0.0205 0.0027 0.0178 211 0.0199 0.0027 0.0173 212 0.0194 0.0026 0.0168 213 0.0189 0.0025 0.0164 214 0.0185 0.0025 0.0160 215 0.0181 0.0024 0.0157 216 0.0177 0.0024 0.0153 217 0.0149 0.0020 0.0129 218 0.0146 0.0019 0.0126 219 0.0142 0.0019 0.0123 220 0.0139 0.0019 0.0121 221 0.0137 0.0018 0.0118 222 0.0134 0.0018 0.0116 223 0.0131 0.0018 0.0114 224 0.0129 0.0017 0.0112 225 0.0127 0.0017 0.0110 226 0.0125 0.0017 0.0108 227 0.0123 0.0016 0.0106 228 0.0121 0.0016 0.0104 229 0.0119 0.0016 0.0103 230 0.0117 0.0016 0.0101 231 0.0115 0.0015 0.0100 232 0.0113 0.0015 0.0098 233 0.0112 0.0015 0.0097 234 0.0110 0.0015 0.0096 235 0.0109 0.0015 0.0094 236 0.0107 0.0014 0.0093 237 0.0106 0.0014 0.0092 238 0.0105 0.0014 0.0091 239 0.0103 0.0014 0.0090 240 0.0102 0.0014 0.0088 241 0.0101 0.0013 0.0087 242 0.0100 0.0013 0.0086 243 0.0099 0.0013 0.0085 244 0.0098 0.0013 0.0085 245 0.0097 0.0013 0.0084 246 0.0095 0.0013 0.0083 247 0.0094 0.0013 0.0082 248 0.0094 0.0013 0.0081 249 0.0093 0.0012 0.0080 250 0.0092 0.0012 0.0079 251 0.0091 0.0012 0.0079 252 0.0090 0.0012 0.0078 253 0.0089 0.0012 0.0077 254 0.0088 0.0012 0.0076 255 0.0087 0.0012 0.0076 256 0.0087 0.0012 0.0075 257 0.0086 0.0011 0.0074 258 0.0085 0.0011 0.0074 259 0.0084 0.0011 0.0073 260 0.0084 0.0011 0.0072 261 0.0083 0.0011 0.0072 262 0.0082 0.0011 0.0071 263 0.0082 0.0011 0.0071 264 0.0081 0.0011 0.0070 265 0.0080 0.0011 0.0070 266 0.0080 0.0011 0.0069 267 0.0079 0.0011 0.0069 268 0.0079 0.0011 0.0068 269 0.0078 0.0010 0.0068 270 0.0077 0.0010 0.0067 271 0.0077 0.0010 0.0067 272 0.0076 0.0010 0.0066 273 0.0076 0.0010 0.0066 274 0.0075 0.0010 0.0065 275 0.0075 0.0010 0.0065 276 0.0074 0.0010 0.0064 277 0.0074 0.0010 0.0064 278 0.0073 0.0010 0.0063 279 0.0073 0.0010 0.0063 280 0.0072 0.0010 0.0063 281 0.0072 0.0010 0.0062 282 0.0071 0.0010 0.0062 283 0.0071 0.0009 0.0061 284 0.0070 0.0009 0.0061 285 0.0070 0.0009 0.0061 286 0.0070 0.0009 0.0060 287 0.0069 0.0009 0.0060 288 0.0069 0.0009 0.0060 -------------------------------------------------------------------- -------------------------------------------------------------------- Total soil rain loss = 0.54(In) Total effective rainfall = 3.98(In) Peak flow rate in flood hydrograph = 18.01(CFS) --------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 ----------------------------------------------------------------------- 0+ 5 0.0002 0.03 Q | | | | 0+10 0.0014 0.18 Q | | | | 0+15 0.0041 0.40 Q | | | | 0+20 0.0077 0.51 VQ | | | | 0+25 0.0114 0.55 VQ | | | | 0+30 0.0153 0.56 VQ | | | | 0+35 0.0192 0.57 VQ | | | | 0+40 0.0231 0.57 VQ | | | | 0+45 0.0270 0.57 VQ | | | | 0+50 0.0309 0.57 VQ | | | | 0+55 0.0349 0.57 VQ | | | | 1+ 0 0.0388 0.57 VQ | | | | 1+ 5 0.0428 0.58 VQ | | | | 1+10 0.0468 0.58 VQ | | | | 1+15 0.0508 0.58 VQ | | | | 1+20 0.0548 0.58 VQ | | | | 1+25 0.0588 0.58 VQ | | | | 1+30 0.0628 0.59 VQ | | | | 1+35 0.0669 0.59 |Q | | | | 1+40 0.0710 0.59 |Q | | | | 1+45 0.0750 0.59 |Q | | | | 1+50 0.0791 0.59 |Q | | | | 1+55 0.0832 0.60 |Q | | | | 2+ 0 0.0873 0.60 |Q | | | | 2+ 5 0.0914 0.60 |Q | | | | 2+10 0.0956 0.60 |Q | | | | 2+15 0.0997 0.60 |Q | | | | 2+20 0.1039 0.61 |Q | | | | 2+25 0.1081 0.61 |Q | | | | 2+30 0.1123 0.61 |Q | | | | 2+35 0.1165 0.61 |Q | | | | 2+40 0.1207 0.61 |Q | | | | 2+45 0.1250 0.62 |Q | | | | 2+50 0.1292 0.62 |QV | | | | 2+55 0.1335 0.62 |QV | | | | 3+ 0 0.1378 0.62 |QV | | | | 3+ 5 0.1421 0.62 |QV | | | | 3+10 0.1464 0.63 |QV | | | | 3+15 0.1507 0.63 |QV | | | | 3+20 0.1551 0.63 |QV | | | | 3+25 0.1594 0.63 |QV | | | | 3+30 0.1638 0.64 |QV | | | | 3+35 0.1682 0.64 |QV | | | | 3+40 0.1726 0.64 |QV | | | | 3+45 0.1770 0.64 |QV | | | | 3+50 0.1815 0.65 |QV | | | | 3+55 0.1859 0.65 |QV | | | | 4+ 0 0.1904 0.65 |QV | | | | 4+ 5 0.1949 0.65 |Q V | | | | 4+10 0.1994 0.66 |Q V | | | | 4+15 0.2040 0.66 |Q V | | | | 4+20 0.2085 0.66 |Q V | | | | 4+25 0.2131 0.66 |Q V | | | | 4+30 0.2177 0.67 |Q V | | | | 4+35 0.2223 0.67 |Q V | | | | 4+40 0.2269 0.67 |Q V | | | | 4+45 0.2315 0.67 |Q V | | | | 4+50 0.2362 0.68 |Q V | | | | 4+55 0.2409 0.68 |Q V | | | | 5+ 0 0.2456 0.68 |Q V | | | | 5+ 5 0.2503 0.69 |Q V | | | | 5+10 0.2550 0.69 |Q V | | | | 5+15 0.2598 0.69 |Q V | | | | 5+20 0.2646 0.69 |Q V | | | | 5+25 0.2694 0.70 |Q V | | | | 5+30 0.2742 0.70 |Q V | | | | 5+35 0.2790 0.70 |Q V | | | | 5+40 0.2839 0.71 |Q V | | | | 5+45 0.2888 0.71 |Q V | | | | 5+50 0.2937 0.71 |Q V | | | | 5+55 0.2986 0.72 |Q V | | | | 6+ 0 0.3036 0.72 |Q V | | | | 6+ 5 0.3085 0.72 |Q V | | | | 6+10 0.3135 0.73 |Q V | | | | 6+15 0.3186 0.73 |Q V | | | | 6+20 0.3236 0.73 |Q V | | | | 6+25 0.3287 0.74 |Q V | | | | 6+30 0.3338 0.74 |Q V | | | | 6+35 0.3389 0.74 |Q V | | | | 6+40 0.3440 0.75 |Q V | | | | 6+45 0.3492 0.75 |Q V | | | | 6+50 0.3544 0.75 |Q V | | | | 6+55 0.3596 0.76 |Q V | | | | 7+ 0 0.3649 0.76 |Q V | | | | 7+ 5 0.3701 0.77 |Q V | | | | 7+10 0.3754 0.77 |Q V | | | | 7+15 0.3808 0.77 |Q V | | | | 7+20 0.3861 0.78 |Q V | | | | 7+25 0.3915 0.78 |Q V | | | | 7+30 0.3969 0.79 |Q V | | | | 7+35 0.4024 0.79 |Q V | | | | 7+40 0.4079 0.79 |Q V | | | | 7+45 0.4134 0.80 |Q V | | | | 7+50 0.4189 0.80 |Q V | | | | 7+55 0.4245 0.81 |Q V | | | | 8+ 0 0.4301 0.81 |Q V | | | | 8+ 5 0.4357 0.82 |Q V | | | | 8+10 0.4414 0.82 |Q V | | | | 8+15 0.4470 0.83 |Q V | | | | 8+20 0.4528 0.83 |Q V | | | | 8+25 0.4585 0.84 |Q V | | | | 8+30 0.4643 0.84 |Q V | | | | 8+35 0.4702 0.85 |Q V | | | | 8+40 0.4761 0.85 |Q V | | | | 8+45 0.4820 0.86 |Q V | | | | 8+50 0.4879 0.86 |Q V | | | | 8+55 0.4939 0.87 |Q V | | | | 9+ 0 0.4999 0.87 |Q V | | | | 9+ 5 0.5060 0.88 |Q V | | | | 9+10 0.5121 0.89 |Q V | | | | 9+15 0.5182 0.89 |Q V | | | | 9+20 0.5244 0.90 |Q V | | | | 9+25 0.5306 0.90 |Q V | | | | 9+30 0.5369 0.91 |Q V | | | | 9+35 0.5432 0.92 |Q V | | | | 9+40 0.5496 0.92 |Q V | | | | 9+45 0.5560 0.93 |Q V | | | | 9+50 0.5624 0.94 |Q V | | | | 9+55 0.5689 0.94 |Q V | | | | 10+ 0 0.5755 0.95 |Q V | | | | 10+ 5 0.5821 0.96 |Q V| | | | 10+10 0.5887 0.97 |Q V| | | | 10+15 0.5954 0.97 |Q V| | | | 10+20 0.6022 0.98 |Q V| | | | 10+25 0.6090 0.99 |Q V| | | | 10+30 0.6159 1.00 |Q V| | | | 10+35 0.6228 1.01 | Q V| | | | 10+40 0.6298 1.01 | Q V| | | | 10+45 0.6368 1.02 | Q V| | | | 10+50 0.6439 1.03 | Q V| | | | 10+55 0.6511 1.04 | Q V | | | 11+ 0 0.6583 1.05 | Q V | | | 11+ 5 0.6656 1.06 | Q V | | | 11+10 0.6730 1.07 | Q V | | | 11+15 0.6804 1.08 | Q V | | | 11+20 0.6879 1.09 | Q V | | | 11+25 0.6955 1.10 | Q V | | | 11+30 0.7031 1.11 | Q V | | | 11+35 0.7108 1.12 | Q |V | | | 11+40 0.7186 1.13 | Q |V | | | 11+45 0.7265 1.15 | Q |V | | | 11+50 0.7345 1.16 | Q |V | | | 11+55 0.7425 1.17 | Q |V | | | 12+ 0 0.7507 1.18 | Q |V | | | 12+ 5 0.7590 1.21 | Q |V | | | 12+10 0.7678 1.27 | Q |V | | | 12+15 0.7772 1.36 | Q | V | | | 12+20 0.7869 1.42 | Q | V | | | 12+25 0.7969 1.45 | Q | V | | | 12+30 0.8070 1.47 | Q | V | | | 12+35 0.8172 1.48 | Q | V | | | 12+40 0.8275 1.50 | Q | V | | | 12+45 0.8380 1.52 | Q | V | | | 12+50 0.8486 1.54 | Q | V | | | 12+55 0.8593 1.56 | Q | V | | | 13+ 0 0.8701 1.58 | Q | V | | | 13+ 5 0.8811 1.60 | Q | V | | | 13+10 0.8923 1.62 | Q | V | | | 13+15 0.9036 1.64 | Q | V | | | 13+20 0.9150 1.66 | Q | V | | | 13+25 0.9266 1.69 | Q | V | | | 13+30 0.9384 1.71 | Q | V | | | 13+35 0.9504 1.74 | Q | V | | | 13+40 0.9625 1.77 | Q | V | | | 13+45 0.9749 1.79 | Q | V | | | 13+50 0.9875 1.82 | Q | V | | | 13+55 1.0003 1.86 | Q | V | | | 14+ 0 1.0133 1.89 | Q | V | | | 14+ 5 1.0266 1.93 | Q | V | | | 14+10 1.0401 1.96 | Q | V | | | 14+15 1.0539 2.01 | Q | V | | | 14+20 1.0680 2.05 | Q | V | | | 14+25 1.0824 2.09 | Q | V | | | 14+30 1.0972 2.14 | Q | V | | | 14+35 1.1123 2.20 | Q | V | | | 14+40 1.1278 2.25 | Q | V | | | 14+45 1.1438 2.32 | Q | V | | | 14+50 1.1602 2.38 | Q | V | | | 14+55 1.1771 2.46 | Q | V | | | 15+ 0 1.1946 2.54 | Q | V | | | 15+ 5 1.2127 2.63 | Q | V | | | 15+10 1.2314 2.72 | Q | V| | | 15+15 1.2510 2.84 | Q | V| | | 15+20 1.2714 2.96 | Q | V| | | 15+25 1.2926 3.08 | Q | V | | 15+30 1.3136 3.05 | Q | V | | 15+35 1.3341 2.97 | Q | V | | 15+40 1.3552 3.07 | Q | V | | 15+45 1.3782 3.34 | Q | |V | | 15+50 1.4042 3.77 | Q | |V | | 15+55 1.4349 4.45 | Q | | V | | 16+ 0 1.4740 5.68 | |Q | V | | 16+ 5 1.5345 8.78 | | Q | V | | 16+10 1.6409 15.46 | | | V Q | 16+15 1.7649 18.01 | | | V | Q | 16+20 1.8424 11.24 | | | Q V | | 16+25 1.8847 6.15 | | Q | V| | 16+30 1.9127 4.07 | Q | | V| | 16+35 1.9377 3.62 | Q | | V| | 16+40 1.9587 3.06 | Q | | V | 16+45 1.9781 2.81 | Q | | V | 16+50 1.9961 2.61 | Q | | V | 16+55 2.0129 2.45 | Q | | |V | 17+ 0 2.0288 2.30 | Q | | |V | 17+ 5 2.0439 2.19 | Q | | |V | 17+10 2.0582 2.08 | Q | | |V | 17+15 2.0720 2.00 | Q | | | V | 17+20 2.0852 1.92 | Q | | | V | 17+25 2.0979 1.85 | Q | | | V | 17+30 2.1102 1.79 | Q | | | V | 17+35 2.1221 1.73 | Q | | | V | 17+40 2.1337 1.68 | Q | | | V | 17+45 2.1450 1.63 | Q | | | V | 17+50 2.1559 1.59 | Q | | | V | 17+55 2.1666 1.55 | Q | | | V | 18+ 0 2.1770 1.51 | Q | | | V | 18+ 5 2.1871 1.47 | Q | | | V | 18+10 2.1967 1.39 | Q | | | V | 18+15 2.2055 1.28 | Q | | | V | 18+20 2.2138 1.21 | Q | | | V | 18+25 2.2219 1.17 | Q | | | V | 18+30 2.2298 1.14 | Q | | | V | 18+35 2.2375 1.12 | Q | | | V | 18+40 2.2450 1.10 | Q | | | V | 18+45 2.2524 1.08 | Q | | | V | 18+50 2.2597 1.06 | Q | | | V | 18+55 2.2668 1.04 | Q | | | V | 19+ 0 2.2739 1.02 | Q | | | V | 19+ 5 2.2808 1.00 | Q | | | V | 19+10 2.2876 0.99 |Q | | | V | 19+15 2.2942 0.97 |Q | | | V | 19+20 2.3008 0.96 |Q | | | V | 19+25 2.3073 0.94 |Q | | | V | 19+30 2.3137 0.93 |Q | | | V | 19+35 2.3200 0.91 |Q | | | V | 19+40 2.3262 0.90 |Q | | | V | 19+45 2.3324 0.89 |Q | | | V | 19+50 2.3384 0.88 |Q | | | V | 19+55 2.3444 0.87 |Q | | | V | 20+ 0 2.3503 0.86 |Q | | | V | 20+ 5 2.3561 0.85 |Q | | | V | 20+10 2.3619 0.84 |Q | | | V | 20+15 2.3675 0.83 |Q | | | V | 20+20 2.3732 0.82 |Q | | | V | 20+25 2.3787 0.81 |Q | | | V | 20+30 2.3842 0.80 |Q | | | V | 20+35 2.3896 0.79 |Q | | | V | 20+40 2.3950 0.78 |Q | | | V | 20+45 2.4003 0.77 |Q | | | V | 20+50 2.4056 0.76 |Q | | | V | 20+55 2.4108 0.76 |Q | | | V | 21+ 0 2.4160 0.75 |Q | | | V | 21+ 5 2.4211 0.74 |Q | | | V | 21+10 2.4262 0.74 |Q | | | V | 21+15 2.4312 0.73 |Q | | | V | 21+20 2.4361 0.72 |Q | | | V | 21+25 2.4411 0.71 |Q | | | V | 21+30 2.4459 0.71 |Q | | | V | 21+35 2.4508 0.70 |Q | | | V | 21+40 2.4556 0.70 |Q | | | V | 21+45 2.4603 0.69 |Q | | | V | 21+50 2.4650 0.68 |Q | | | V | 21+55 2.4697 0.68 |Q | | | V | 22+ 0 2.4744 0.67 |Q | | | V | 22+ 5 2.4789 0.67 |Q | | | V | 22+10 2.4835 0.66 |Q | | | V | 22+15 2.4880 0.66 |Q | | | V | 22+20 2.4925 0.65 |Q | | | V | 22+25 2.4970 0.65 |Q | | | V | 22+30 2.5014 0.64 |Q | | | V | 22+35 2.5058 0.64 |Q | | | V | 22+40 2.5101 0.63 |Q | | | V | 22+45 2.5145 0.63 |Q | | | V | 22+50 2.5188 0.62 |Q | | | V | 22+55 2.5230 0.62 |Q | | | V| 23+ 0 2.5273 0.61 |Q | | | V| 23+ 5 2.5315 0.61 |Q | | | V| 23+10 2.5357 0.61 |Q | | | V| 23+15 2.5398 0.60 |Q | | | V| 23+20 2.5439 0.60 |Q | | | V| 23+25 2.5480 0.59 |Q | | | V| 23+30 2.5521 0.59 |Q | | | V| 23+35 2.5561 0.59 |Q | | | V| 23+40 2.5601 0.58 |Q | | | V| 23+45 2.5641 0.58 |Q | | | V| 23+50 2.5681 0.58 |Q | | | V| 23+55 2.5720 0.57 |Q | | | V| 24+ 0 2.5760 0.57 |Q | | | V| 24+ 5 2.5797 0.54 |Q | | | V| 24+10 2.5823 0.39 Q | | | V| 24+15 2.5834 0.16 Q | | | V| 24+20 2.5838 0.05 Q | | | V| 24+25 2.5839 0.01 Q | | | V| 24+30 2.5839 0.01 Q | | | V| ----------------------------------------------------------------------- U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 07/01/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ San Bernardino County Synthetic Unit Hydrology Method Manual date - August 1986 Program License Serial Number 6484 --------------------------------------------------------------------- UH ANALYSIS DEVELOPED CONDITION 10-YR STORM EVENT -------------------------------------------------------------------- Storm Event Year = 10 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 10 7.80 1 0.81 -------------------------------------------------------------------- Rainfall data for year 10 7.80 6 2.06 -------------------------------------------------------------------- Rainfall data for year 10 7.80 24 3.77 -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm ******** SCS curve SCS curve Area Area Fp(Fig C6) Ap Fm No.(AMCII) NO.(AMC 3) (Ac.) Fraction (In/Hr) (dec.) (In/Hr) 32.0 52.0 7.80 1.000 0.785 0.100 0.079 Area-averaged adjusted loss rate Fm (In/Hr) = 0.079 ********* Area-Averaged low loss rate fraction, Yb ********** Area Area SCS CN SCS CN S Pervious (Ac.) Fract (AMC2) (AMC3) Yield Fr 0.78 0.100 32.0 52.0 9.23 0.088 7.02 0.900 98.0 98.0 0.20 0.938 Area-averaged catchment yield fraction, Y = 0.853 Area-averaged low loss fraction, Yb = 0.147 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Unit Hydrograph Analysis: Developed Condition (10 yr, 24 hr Storm Event) Watershed area = 7.80(Ac.) Catchment Lag time = 0.163 hours Unit interval = 5.000 minutes Unit interval percentage of lag time = 51.1876 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.079(In/Hr) Average low loss rate fraction (Yb) = 0.147 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall = 0.302(In) Computed peak 30-minute rainfall = 0.618(In) Specified peak 1-hour rainfall = 0.815(In) Computed peak 3-hour rainfall = 1.439(In) Specified peak 6-hour rainfall = 2.060(In) Specified peak 24-hour rainfall = 3.770(In) Rainfall depth area reduction factors: Using a total area of 7.80(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall = 0.302(In) 30-minute factor = 1.000 Adjusted rainfall = 0.617(In) 1-hour factor = 1.000 Adjusted rainfall = 0.815(In) 3-hour factor = 1.000 Adjusted rainfall = 1.439(In) 6-hour factor = 1.000 Adjusted rainfall = 2.060(In) 24-hour factor = 1.000 Adjusted rainfall = 3.770(In) --------------------------------------------------------------------- U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval 'S' Graph Unit Hydrograph Number Mean values ((CFS)) --------------------------------------------------------------------- (K = 94.33 (CFS)) 1 4.788 4.516 2 31.153 24.871 3 70.637 37.245 4 90.873 19.089 5 97.349 6.109 6 98.868 1.432 7 100.000 1.068 --------------------------------------------------------------------- Peak Unit Adjusted mass rainfall Unit rainfall Number (In) (In) 1 0.3015 0.3015 2 0.3979 0.0963 3 0.4679 0.0701 4 0.5250 0.0571 5 0.5740 0.0490 6 0.6174 0.0434 7 0.6567 0.0393 8 0.6927 0.0360 9 0.7261 0.0334 10 0.7574 0.0313 11 0.7868 0.0294 12 0.8147 0.0279 13 0.8492 0.0345 14 0.8824 0.0332 15 0.9145 0.0321 16 0.9456 0.0311 17 0.9757 0.0302 18 1.0050 0.0293 19 1.0336 0.0285 20 1.0614 0.0278 21 1.0885 0.0272 22 1.1151 0.0265 23 1.1411 0.0260 24 1.1665 0.0254 25 1.1914 0.0249 26 1.2158 0.0244 27 1.2398 0.0240 28 1.2634 0.0236 29 1.2866 0.0232 30 1.3094 0.0228 31 1.3318 0.0224 32 1.3538 0.0221 33 1.3756 0.0217 34 1.3970 0.0214 35 1.4182 0.0211 36 1.4390 0.0208 37 1.4595 0.0206 38 1.4798 0.0203 39 1.4999 0.0200 40 1.5196 0.0198 41 1.5392 0.0195 42 1.5585 0.0193 43 1.5776 0.0191 44 1.5965 0.0189 45 1.6152 0.0187 46 1.6336 0.0185 47 1.6519 0.0183 48 1.6700 0.0181 49 1.6879 0.0179 50 1.7057 0.0177 51 1.7232 0.0176 52 1.7406 0.0174 53 1.7579 0.0172 54 1.7750 0.0171 55 1.7919 0.0169 56 1.8087 0.0168 57 1.8254 0.0166 58 1.8419 0.0165 59 1.8582 0.0164 60 1.8745 0.0162 61 1.8906 0.0161 62 1.9065 0.0160 63 1.9224 0.0159 64 1.9381 0.0157 65 1.9537 0.0156 66 1.9692 0.0155 67 1.9846 0.0154 68 1.9999 0.0153 69 2.0151 0.0152 70 2.0301 0.0151 71 2.0451 0.0150 72 2.0599 0.0149 73 2.0724 0.0124 74 2.0847 0.0123 75 2.0969 0.0122 76 2.1091 0.0121 77 2.1211 0.0121 78 2.1331 0.0120 79 2.1450 0.0119 80 2.1568 0.0118 81 2.1685 0.0117 82 2.1801 0.0116 83 2.1917 0.0116 84 2.2031 0.0115 85 2.2145 0.0114 86 2.2259 0.0113 87 2.2371 0.0112 88 2.2483 0.0112 89 2.2594 0.0111 90 2.2704 0.0110 91 2.2814 0.0110 92 2.2923 0.0109 93 2.3031 0.0108 94 2.3139 0.0108 95 2.3246 0.0107 96 2.3352 0.0106 97 2.3458 0.0106 98 2.3563 0.0105 99 2.3668 0.0105 100 2.3771 0.0104 101 2.3875 0.0103 102 2.3978 0.0103 103 2.4080 0.0102 104 2.4181 0.0102 105 2.4282 0.0101 106 2.4383 0.0101 107 2.4483 0.0100 108 2.4583 0.0099 109 2.4682 0.0099 110 2.4780 0.0098 111 2.4878 0.0098 112 2.4975 0.0097 113 2.5072 0.0097 114 2.5169 0.0096 115 2.5265 0.0096 116 2.5360 0.0096 117 2.5456 0.0095 118 2.5550 0.0095 119 2.5644 0.0094 120 2.5738 0.0094 121 2.5831 0.0093 122 2.5924 0.0093 123 2.6017 0.0092 124 2.6109 0.0092 125 2.6200 0.0092 126 2.6291 0.0091 127 2.6382 0.0091 128 2.6473 0.0090 129 2.6563 0.0090 130 2.6652 0.0090 131 2.6741 0.0089 132 2.6830 0.0089 133 2.6919 0.0088 134 2.7007 0.0088 135 2.7094 0.0088 136 2.7182 0.0087 137 2.7269 0.0087 138 2.7355 0.0087 139 2.7441 0.0086 140 2.7527 0.0086 141 2.7613 0.0086 142 2.7698 0.0085 143 2.7783 0.0085 144 2.7867 0.0085 145 2.7952 0.0084 146 2.8036 0.0084 147 2.8119 0.0084 148 2.8202 0.0083 149 2.8285 0.0083 150 2.8368 0.0083 151 2.8450 0.0082 152 2.8532 0.0082 153 2.8614 0.0082 154 2.8695 0.0081 155 2.8776 0.0081 156 2.8857 0.0081 157 2.8938 0.0081 158 2.9018 0.0080 159 2.9098 0.0080 160 2.9177 0.0080 161 2.9257 0.0079 162 2.9336 0.0079 163 2.9415 0.0079 164 2.9493 0.0079 165 2.9571 0.0078 166 2.9649 0.0078 167 2.9727 0.0078 168 2.9805 0.0077 169 2.9882 0.0077 170 2.9959 0.0077 171 3.0036 0.0077 172 3.0112 0.0076 173 3.0188 0.0076 174 3.0264 0.0076 175 3.0340 0.0076 176 3.0415 0.0075 177 3.0490 0.0075 178 3.0565 0.0075 179 3.0640 0.0075 180 3.0715 0.0075 181 3.0789 0.0074 182 3.0863 0.0074 183 3.0937 0.0074 184 3.1010 0.0074 185 3.1084 0.0073 186 3.1157 0.0073 187 3.1230 0.0073 188 3.1303 0.0073 189 3.1375 0.0072 190 3.1447 0.0072 191 3.1519 0.0072 192 3.1591 0.0072 193 3.1663 0.0072 194 3.1734 0.0071 195 3.1805 0.0071 196 3.1876 0.0071 197 3.1947 0.0071 198 3.2018 0.0071 199 3.2088 0.0070 200 3.2158 0.0070 201 3.2228 0.0070 202 3.2298 0.0070 203 3.2368 0.0070 204 3.2437 0.0069 205 3.2507 0.0069 206 3.2576 0.0069 207 3.2644 0.0069 208 3.2713 0.0069 209 3.2782 0.0068 210 3.2850 0.0068 211 3.2918 0.0068 212 3.2986 0.0068 213 3.3054 0.0068 214 3.3121 0.0068 215 3.3189 0.0067 216 3.3256 0.0067 217 3.3323 0.0067 218 3.3390 0.0067 219 3.3456 0.0067 220 3.3523 0.0067 221 3.3589 0.0066 222 3.3655 0.0066 223 3.3721 0.0066 224 3.3787 0.0066 225 3.3853 0.0066 226 3.3918 0.0066 227 3.3984 0.0065 228 3.4049 0.0065 229 3.4114 0.0065 230 3.4179 0.0065 231 3.4244 0.0065 232 3.4308 0.0065 233 3.4373 0.0064 234 3.4437 0.0064 235 3.4501 0.0064 236 3.4565 0.0064 237 3.4629 0.0064 238 3.4692 0.0064 239 3.4756 0.0063 240 3.4819 0.0063 241 3.4882 0.0063 242 3.4945 0.0063 243 3.5008 0.0063 244 3.5071 0.0063 245 3.5133 0.0063 246 3.5196 0.0062 247 3.5258 0.0062 248 3.5320 0.0062 249 3.5382 0.0062 250 3.5444 0.0062 251 3.5506 0.0062 252 3.5568 0.0062 253 3.5629 0.0061 254 3.5690 0.0061 255 3.5752 0.0061 256 3.5813 0.0061 257 3.5874 0.0061 258 3.5934 0.0061 259 3.5995 0.0061 260 3.6056 0.0061 261 3.6116 0.0060 262 3.6176 0.0060 263 3.6236 0.0060 264 3.6296 0.0060 265 3.6356 0.0060 266 3.6416 0.0060 267 3.6476 0.0060 268 3.6535 0.0059 269 3.6594 0.0059 270 3.6654 0.0059 271 3.6713 0.0059 272 3.6772 0.0059 273 3.6831 0.0059 274 3.6889 0.0059 275 3.6948 0.0059 276 3.7007 0.0059 277 3.7065 0.0058 278 3.7123 0.0058 279 3.7181 0.0058 280 3.7239 0.0058 281 3.7297 0.0058 282 3.7355 0.0058 283 3.7413 0.0058 284 3.7470 0.0058 285 3.7528 0.0057 286 3.7585 0.0057 287 3.7643 0.0057 288 3.7700 0.0057 --------------------------------------------------------------------- Unit Unit Unit Effective Period Rainfall Soil-Loss Rainfall (number) (In) (In) (In) --------------------------------------------------------------------- 1 0.0057 0.0008 0.0049 2 0.0057 0.0008 0.0049 3 0.0057 0.0008 0.0049 4 0.0058 0.0008 0.0049 5 0.0058 0.0009 0.0049 6 0.0058 0.0009 0.0049 7 0.0058 0.0009 0.0050 8 0.0058 0.0009 0.0050 9 0.0059 0.0009 0.0050 10 0.0059 0.0009 0.0050 11 0.0059 0.0009 0.0050 12 0.0059 0.0009 0.0050 13 0.0059 0.0009 0.0051 14 0.0059 0.0009 0.0051 15 0.0060 0.0009 0.0051 16 0.0060 0.0009 0.0051 17 0.0060 0.0009 0.0051 18 0.0060 0.0009 0.0051 19 0.0060 0.0009 0.0052 20 0.0061 0.0009 0.0052 21 0.0061 0.0009 0.0052 22 0.0061 0.0009 0.0052 23 0.0061 0.0009 0.0052 24 0.0061 0.0009 0.0052 25 0.0062 0.0009 0.0053 26 0.0062 0.0009 0.0053 27 0.0062 0.0009 0.0053 28 0.0062 0.0009 0.0053 29 0.0062 0.0009 0.0053 30 0.0063 0.0009 0.0053 31 0.0063 0.0009 0.0054 32 0.0063 0.0009 0.0054 33 0.0063 0.0009 0.0054 34 0.0063 0.0009 0.0054 35 0.0064 0.0009 0.0054 36 0.0064 0.0009 0.0055 37 0.0064 0.0009 0.0055 38 0.0064 0.0009 0.0055 39 0.0065 0.0010 0.0055 40 0.0065 0.0010 0.0055 41 0.0065 0.0010 0.0056 42 0.0065 0.0010 0.0056 43 0.0066 0.0010 0.0056 44 0.0066 0.0010 0.0056 45 0.0066 0.0010 0.0056 46 0.0066 0.0010 0.0057 47 0.0067 0.0010 0.0057 48 0.0067 0.0010 0.0057 49 0.0067 0.0010 0.0057 50 0.0067 0.0010 0.0057 51 0.0068 0.0010 0.0058 52 0.0068 0.0010 0.0058 53 0.0068 0.0010 0.0058 54 0.0068 0.0010 0.0058 55 0.0069 0.0010 0.0059 56 0.0069 0.0010 0.0059 57 0.0069 0.0010 0.0059 58 0.0070 0.0010 0.0059 59 0.0070 0.0010 0.0060 60 0.0070 0.0010 0.0060 61 0.0071 0.0010 0.0060 62 0.0071 0.0010 0.0060 63 0.0071 0.0010 0.0061 64 0.0071 0.0011 0.0061 65 0.0072 0.0011 0.0061 66 0.0072 0.0011 0.0061 67 0.0072 0.0011 0.0062 68 0.0073 0.0011 0.0062 69 0.0073 0.0011 0.0062 70 0.0073 0.0011 0.0063 71 0.0074 0.0011 0.0063 72 0.0074 0.0011 0.0063 73 0.0075 0.0011 0.0064 74 0.0075 0.0011 0.0064 75 0.0075 0.0011 0.0064 76 0.0075 0.0011 0.0064 77 0.0076 0.0011 0.0065 78 0.0076 0.0011 0.0065 79 0.0077 0.0011 0.0065 80 0.0077 0.0011 0.0066 81 0.0077 0.0011 0.0066 82 0.0078 0.0011 0.0066 83 0.0078 0.0012 0.0067 84 0.0079 0.0012 0.0067 85 0.0079 0.0012 0.0067 86 0.0079 0.0012 0.0068 87 0.0080 0.0012 0.0068 88 0.0080 0.0012 0.0068 89 0.0081 0.0012 0.0069 90 0.0081 0.0012 0.0069 91 0.0082 0.0012 0.0070 92 0.0082 0.0012 0.0070 93 0.0083 0.0012 0.0070 94 0.0083 0.0012 0.0071 95 0.0084 0.0012 0.0071 96 0.0084 0.0012 0.0072 97 0.0085 0.0012 0.0072 98 0.0085 0.0012 0.0072 99 0.0086 0.0013 0.0073 100 0.0086 0.0013 0.0073 101 0.0087 0.0013 0.0074 102 0.0087 0.0013 0.0074 103 0.0088 0.0013 0.0075 104 0.0088 0.0013 0.0075 105 0.0089 0.0013 0.0076 106 0.0089 0.0013 0.0076 107 0.0090 0.0013 0.0077 108 0.0090 0.0013 0.0077 109 0.0091 0.0013 0.0078 110 0.0092 0.0013 0.0078 111 0.0092 0.0014 0.0079 112 0.0093 0.0014 0.0079 113 0.0094 0.0014 0.0080 114 0.0094 0.0014 0.0080 115 0.0095 0.0014 0.0081 116 0.0096 0.0014 0.0081 117 0.0096 0.0014 0.0082 118 0.0097 0.0014 0.0083 119 0.0098 0.0014 0.0084 120 0.0098 0.0014 0.0084 121 0.0099 0.0015 0.0085 122 0.0100 0.0015 0.0085 123 0.0101 0.0015 0.0086 124 0.0102 0.0015 0.0087 125 0.0103 0.0015 0.0088 126 0.0103 0.0015 0.0088 127 0.0105 0.0015 0.0089 128 0.0105 0.0015 0.0090 129 0.0106 0.0016 0.0091 130 0.0107 0.0016 0.0091 131 0.0108 0.0016 0.0092 132 0.0109 0.0016 0.0093 133 0.0110 0.0016 0.0094 134 0.0111 0.0016 0.0095 135 0.0112 0.0017 0.0096 136 0.0113 0.0017 0.0097 137 0.0115 0.0017 0.0098 138 0.0116 0.0017 0.0099 139 0.0117 0.0017 0.0100 140 0.0118 0.0017 0.0101 141 0.0120 0.0018 0.0102 142 0.0121 0.0018 0.0103 143 0.0122 0.0018 0.0104 144 0.0123 0.0018 0.0105 145 0.0149 0.0022 0.0127 146 0.0150 0.0022 0.0128 147 0.0152 0.0022 0.0129 148 0.0153 0.0022 0.0130 149 0.0155 0.0023 0.0132 150 0.0156 0.0023 0.0133 151 0.0159 0.0023 0.0135 152 0.0160 0.0024 0.0136 153 0.0162 0.0024 0.0138 154 0.0164 0.0024 0.0140 155 0.0166 0.0024 0.0142 156 0.0168 0.0025 0.0143 157 0.0171 0.0025 0.0146 158 0.0172 0.0025 0.0147 159 0.0176 0.0026 0.0150 160 0.0177 0.0026 0.0151 161 0.0181 0.0027 0.0154 162 0.0183 0.0027 0.0156 163 0.0187 0.0027 0.0159 164 0.0189 0.0028 0.0161 165 0.0193 0.0028 0.0165 166 0.0195 0.0029 0.0167 167 0.0200 0.0029 0.0171 168 0.0203 0.0030 0.0173 169 0.0208 0.0031 0.0178 170 0.0211 0.0031 0.0180 171 0.0217 0.0032 0.0185 172 0.0221 0.0032 0.0188 173 0.0228 0.0034 0.0194 174 0.0232 0.0034 0.0198 175 0.0240 0.0035 0.0205 176 0.0244 0.0036 0.0208 177 0.0254 0.0037 0.0217 178 0.0260 0.0038 0.0221 179 0.0272 0.0040 0.0232 180 0.0278 0.0041 0.0237 181 0.0293 0.0043 0.0250 182 0.0302 0.0044 0.0257 183 0.0321 0.0047 0.0274 184 0.0332 0.0049 0.0283 185 0.0279 0.0041 0.0238 186 0.0294 0.0043 0.0251 187 0.0334 0.0049 0.0285 188 0.0360 0.0053 0.0307 189 0.0434 0.0064 0.0370 190 0.0490 0.0065 0.0425 191 0.0701 0.0065 0.0635 192 0.0963 0.0065 0.0898 193 0.3015 0.0065 0.2950 194 0.0571 0.0065 0.0505 195 0.0393 0.0058 0.0335 196 0.0313 0.0046 0.0267 197 0.0345 0.0051 0.0294 198 0.0311 0.0046 0.0265 199 0.0285 0.0042 0.0243 200 0.0265 0.0039 0.0226 201 0.0249 0.0037 0.0213 202 0.0236 0.0035 0.0201 203 0.0224 0.0033 0.0191 204 0.0214 0.0032 0.0183 205 0.0206 0.0030 0.0175 206 0.0198 0.0029 0.0169 207 0.0191 0.0028 0.0163 208 0.0185 0.0027 0.0158 209 0.0179 0.0026 0.0153 210 0.0174 0.0026 0.0148 211 0.0169 0.0025 0.0144 212 0.0165 0.0024 0.0141 213 0.0161 0.0024 0.0137 214 0.0157 0.0023 0.0134 215 0.0154 0.0023 0.0131 216 0.0151 0.0022 0.0128 217 0.0124 0.0018 0.0106 218 0.0121 0.0018 0.0104 219 0.0119 0.0017 0.0101 220 0.0116 0.0017 0.0099 221 0.0114 0.0017 0.0097 222 0.0112 0.0016 0.0095 223 0.0110 0.0016 0.0094 224 0.0108 0.0016 0.0092 225 0.0106 0.0016 0.0090 226 0.0104 0.0015 0.0089 227 0.0102 0.0015 0.0087 228 0.0101 0.0015 0.0086 229 0.0099 0.0015 0.0084 230 0.0097 0.0014 0.0083 231 0.0096 0.0014 0.0082 232 0.0095 0.0014 0.0081 233 0.0093 0.0014 0.0080 234 0.0092 0.0014 0.0078 235 0.0091 0.0013 0.0077 236 0.0090 0.0013 0.0076 237 0.0088 0.0013 0.0075 238 0.0087 0.0013 0.0074 239 0.0086 0.0013 0.0074 240 0.0085 0.0013 0.0073 241 0.0084 0.0012 0.0072 242 0.0083 0.0012 0.0071 243 0.0082 0.0012 0.0070 244 0.0081 0.0012 0.0069 245 0.0081 0.0012 0.0069 246 0.0080 0.0012 0.0068 247 0.0079 0.0012 0.0067 248 0.0078 0.0011 0.0067 249 0.0077 0.0011 0.0066 250 0.0076 0.0011 0.0065 251 0.0076 0.0011 0.0065 252 0.0075 0.0011 0.0064 253 0.0074 0.0011 0.0063 254 0.0074 0.0011 0.0063 255 0.0073 0.0011 0.0062 256 0.0072 0.0011 0.0062 257 0.0072 0.0011 0.0061 258 0.0071 0.0010 0.0061 259 0.0070 0.0010 0.0060 260 0.0070 0.0010 0.0060 261 0.0069 0.0010 0.0059 262 0.0069 0.0010 0.0059 263 0.0068 0.0010 0.0058 264 0.0068 0.0010 0.0058 265 0.0067 0.0010 0.0057 266 0.0067 0.0010 0.0057 267 0.0066 0.0010 0.0056 268 0.0066 0.0010 0.0056 269 0.0065 0.0010 0.0055 270 0.0065 0.0009 0.0055 271 0.0064 0.0009 0.0055 272 0.0064 0.0009 0.0054 273 0.0063 0.0009 0.0054 274 0.0063 0.0009 0.0054 275 0.0062 0.0009 0.0053 276 0.0062 0.0009 0.0053 277 0.0061 0.0009 0.0052 278 0.0061 0.0009 0.0052 279 0.0061 0.0009 0.0052 280 0.0060 0.0009 0.0051 281 0.0060 0.0009 0.0051 282 0.0059 0.0009 0.0051 283 0.0059 0.0009 0.0050 284 0.0059 0.0009 0.0050 285 0.0058 0.0009 0.0050 286 0.0058 0.0009 0.0050 287 0.0058 0.0008 0.0049 288 0.0057 0.0008 0.0049 -------------------------------------------------------------------- -------------------------------------------------------------------- Total soil rain loss = 0.50(In) Total effective rainfall = 3.27(In) Peak flow rate in flood hydrograph = 14.60(CFS) --------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 ----------------------------------------------------------------------- 0+ 5 0.0002 0.02 Q | | | | 0+10 0.0011 0.14 Q | | | | 0+15 0.0034 0.33 Q | | | | 0+20 0.0063 0.42 Q | | | | 0+25 0.0094 0.45 Q | | | | 0+30 0.0125 0.46 Q | | | | 0+35 0.0157 0.46 Q | | | | 0+40 0.0189 0.47 Q | | | | 0+45 0.0221 0.47 Q | | | | 0+50 0.0254 0.47 Q | | | | 0+55 0.0286 0.47 Q | | | | 1+ 0 0.0319 0.47 Q | | | | 1+ 5 0.0351 0.47 Q | | | | 1+10 0.0384 0.47 Q | | | | 1+15 0.0417 0.48 Q | | | | 1+20 0.0450 0.48 Q | | | | 1+25 0.0483 0.48 Q | | | | 1+30 0.0516 0.48 Q | | | | 1+35 0.0549 0.48 QV | | | | 1+40 0.0582 0.48 QV | | | | 1+45 0.0616 0.49 QV | | | | 1+50 0.0649 0.49 QV | | | | 1+55 0.0683 0.49 QV | | | | 2+ 0 0.0717 0.49 QV | | | | 2+ 5 0.0751 0.49 QV | | | | 2+10 0.0785 0.49 QV | | | | 2+15 0.0819 0.50 QV | | | | 2+20 0.0853 0.50 QV | | | | 2+25 0.0887 0.50 QV | | | | 2+30 0.0922 0.50 |Q | | | | 2+35 0.0956 0.50 |Q | | | | 2+40 0.0991 0.50 |Q | | | | 2+45 0.1026 0.51 |Q | | | | 2+50 0.1061 0.51 |Q | | | | 2+55 0.1096 0.51 |QV | | | | 3+ 0 0.1131 0.51 |QV | | | | 3+ 5 0.1166 0.51 |QV | | | | 3+10 0.1202 0.51 |QV | | | | 3+15 0.1237 0.52 |QV | | | | 3+20 0.1273 0.52 |QV | | | | 3+25 0.1309 0.52 |QV | | | | 3+30 0.1345 0.52 |QV | | | | 3+35 0.1381 0.52 |QV | | | | 3+40 0.1417 0.53 |QV | | | | 3+45 0.1453 0.53 |QV | | | | 3+50 0.1490 0.53 |QV | | | | 3+55 0.1527 0.53 |QV | | | | 4+ 0 0.1563 0.53 |QV | | | | 4+ 5 0.1600 0.54 |Q V | | | | 4+10 0.1637 0.54 |Q V | | | | 4+15 0.1675 0.54 |Q V | | | | 4+20 0.1712 0.54 |Q V | | | | 4+25 0.1749 0.54 |Q V | | | | 4+30 0.1787 0.55 |Q V | | | | 4+35 0.1825 0.55 |Q V | | | | 4+40 0.1863 0.55 |Q V | | | | 4+45 0.1901 0.55 |Q V | | | | 4+50 0.1939 0.56 |Q V | | | | 4+55 0.1978 0.56 |Q V | | | | 5+ 0 0.2016 0.56 |Q V | | | | 5+ 5 0.2055 0.56 |Q V | | | | 5+10 0.2094 0.57 |Q V | | | | 5+15 0.2133 0.57 |Q V | | | | 5+20 0.2172 0.57 |Q V | | | | 5+25 0.2212 0.57 |Q V | | | | 5+30 0.2251 0.57 |Q V | | | | 5+35 0.2291 0.58 |Q V | | | | 5+40 0.2331 0.58 |Q V | | | | 5+45 0.2371 0.58 |Q V | | | | 5+50 0.2411 0.59 |Q V | | | | 5+55 0.2452 0.59 |Q V | | | | 6+ 0 0.2493 0.59 |Q V | | | | 6+ 5 0.2533 0.59 |Q V | | | | 6+10 0.2574 0.60 |Q V | | | | 6+15 0.2616 0.60 |Q V | | | | 6+20 0.2657 0.60 |Q V | | | | 6+25 0.2699 0.60 |Q V | | | | 6+30 0.2741 0.61 |Q V | | | | 6+35 0.2783 0.61 |Q V | | | | 6+40 0.2825 0.61 |Q V | | | | 6+45 0.2867 0.62 |Q V | | | | 6+50 0.2910 0.62 |Q V | | | | 6+55 0.2953 0.62 |Q V | | | | 7+ 0 0.2996 0.63 |Q V | | | | 7+ 5 0.3039 0.63 |Q V | | | | 7+10 0.3083 0.63 |Q V | | | | 7+15 0.3127 0.64 |Q V | | | | 7+20 0.3171 0.64 |Q V | | | | 7+25 0.3215 0.64 |Q V | | | | 7+30 0.3259 0.65 |Q V | | | | 7+35 0.3304 0.65 |Q V | | | | 7+40 0.3349 0.65 |Q V | | | | 7+45 0.3394 0.66 |Q V | | | | 7+50 0.3440 0.66 |Q V | | | | 7+55 0.3485 0.66 |Q V | | | | 8+ 0 0.3531 0.67 |Q V | | | | 8+ 5 0.3578 0.67 |Q V | | | | 8+10 0.3624 0.68 |Q V | | | | 8+15 0.3671 0.68 |Q V | | | | 8+20 0.3718 0.68 |Q V | | | | 8+25 0.3765 0.69 |Q V | | | | 8+30 0.3813 0.69 |Q V | | | | 8+35 0.3861 0.70 |Q V | | | | 8+40 0.3909 0.70 |Q V | | | | 8+45 0.3957 0.70 |Q V | | | | 8+50 0.4006 0.71 |Q V | | | | 8+55 0.4055 0.71 |Q V | | | | 9+ 0 0.4105 0.72 |Q V | | | | 9+ 5 0.4155 0.72 |Q V | | | | 9+10 0.4205 0.73 |Q V | | | | 9+15 0.4255 0.73 |Q V | | | | 9+20 0.4306 0.74 |Q V | | | | 9+25 0.4357 0.74 |Q V | | | | 9+30 0.4409 0.75 |Q V | | | | 9+35 0.4461 0.75 |Q V | | | | 9+40 0.4513 0.76 |Q V | | | | 9+45 0.4565 0.76 |Q V | | | | 9+50 0.4618 0.77 |Q V | | | | 9+55 0.4672 0.78 |Q V | | | | 10+ 0 0.4725 0.78 |Q V | | | | 10+ 5 0.4780 0.79 |Q V| | | | 10+10 0.4834 0.79 |Q V| | | | 10+15 0.4889 0.80 |Q V| | | | 10+20 0.4945 0.81 |Q V| | | | 10+25 0.5001 0.81 |Q V| | | | 10+30 0.5057 0.82 |Q V| | | | 10+35 0.5114 0.83 |Q V| | | | 10+40 0.5171 0.83 |Q V| | | | 10+45 0.5229 0.84 |Q V| | | | 10+50 0.5287 0.85 |Q V| | | | 10+55 0.5346 0.85 |Q V | | | 11+ 0 0.5405 0.86 |Q V | | | 11+ 5 0.5465 0.87 |Q V | | | 11+10 0.5526 0.88 |Q V | | | 11+15 0.5587 0.89 |Q V | | | 11+20 0.5648 0.89 |Q V | | | 11+25 0.5711 0.90 |Q V | | | 11+30 0.5773 0.91 |Q V | | | 11+35 0.5837 0.92 |Q |V | | | 11+40 0.5901 0.93 |Q |V | | | 11+45 0.5966 0.94 |Q |V | | | 11+50 0.6031 0.95 |Q |V | | | 11+55 0.6097 0.96 |Q |V | | | 12+ 0 0.6164 0.97 |Q |V | | | 12+ 5 0.6232 0.99 |Q |V | | | 12+10 0.6305 1.05 | Q |V | | | 12+15 0.6383 1.14 | Q | V | | | 12+20 0.6465 1.19 | Q | V | | | 12+25 0.6549 1.21 | Q | V | | | 12+30 0.6633 1.23 | Q | V | | | 12+35 0.6719 1.24 | Q | V | | | 12+40 0.6805 1.26 | Q | V | | | 12+45 0.6893 1.27 | Q | V | | | 12+50 0.6982 1.29 | Q | V | | | 12+55 0.7071 1.30 | Q | V | | | 13+ 0 0.7162 1.32 | Q | V | | | 13+ 5 0.7254 1.34 | Q | V | | | 13+10 0.7347 1.35 | Q | V | | | 13+15 0.7442 1.37 | Q | V | | | 13+20 0.7538 1.39 | Q | V | | | 13+25 0.7635 1.41 | Q | V | | | 13+30 0.7733 1.43 | Q | V | | | 13+35 0.7833 1.45 | Q | V | | | 13+40 0.7935 1.47 | Q | V | | | 13+45 0.8038 1.50 | Q | V | | | 13+50 0.8143 1.52 | Q | V | | | 13+55 0.8249 1.55 | Q | V | | | 14+ 0 0.8358 1.58 | Q | V | | | 14+ 5 0.8468 1.61 | Q | V | | | 14+10 0.8581 1.64 | Q | V | | | 14+15 0.8696 1.67 | Q | V | | | 14+20 0.8814 1.70 | Q | V | | | 14+25 0.8934 1.74 | Q | V | | | 14+30 0.9056 1.78 | Q | V | | | 14+35 0.9182 1.83 | Q | V | | | 14+40 0.9311 1.87 | Q | V | | | 14+45 0.9443 1.92 | Q | V | | | 14+50 0.9579 1.98 | Q | V | | | 14+55 0.9719 2.04 | Q | V | | | 15+ 0 0.9864 2.10 | Q | V | | | 15+ 5 1.0014 2.17 | Q | V | | | 15+10 1.0169 2.25 | Q | V| | | 15+15 1.0330 2.34 | Q | V| | | 15+20 1.0498 2.45 | Q | V| | | 15+25 1.0673 2.53 | Q | V | | 15+30 1.0845 2.50 | Q | V | | 15+35 1.1011 2.41 | Q | V | | 15+40 1.1182 2.48 | Q | |V | | 15+45 1.1367 2.69 | Q | |V | | 15+50 1.1575 3.02 | Q | |V | | 15+55 1.1819 3.54 | Q | | V | | 16+ 0 1.2131 4.53 | Q| | V | | 16+ 5 1.2616 7.04 | | Q | V | | 16+10 1.3474 12.47 | | | QV | | 16+15 1.4480 14.60 | | | V Q| | 16+20 1.5110 9.15 | | Q | V | | 16+25 1.5455 5.01 | Q | V| | 16+30 1.5683 3.31 | Q | | V| | 16+35 1.5887 2.97 | Q | | V| | 16+40 1.6061 2.52 | Q | | V | 16+45 1.6221 2.32 | Q | | V | 16+50 1.6369 2.16 | Q | | V | 16+55 1.6509 2.03 | Q | | |V | 17+ 0 1.6641 1.91 | Q | | |V | 17+ 5 1.6766 1.82 | Q | | |V | 17+10 1.6886 1.74 | Q | | |V | 17+15 1.7000 1.66 | Q | | | V | 17+20 1.7110 1.60 | Q | | | V | 17+25 1.7217 1.54 | Q | | | V | 17+30 1.7319 1.49 | Q | | | V | 17+35 1.7419 1.45 | Q | | | V | 17+40 1.7516 1.41 | Q | | | V | 17+45 1.7610 1.37 | Q | | | V | 17+50 1.7702 1.33 | Q | | | V | 17+55 1.7791 1.30 | Q | | | V | 18+ 0 1.7878 1.27 | Q | | | V | 18+ 5 1.7963 1.23 | Q | | | V | 18+10 1.8043 1.16 | Q | | | V | 18+15 1.8116 1.06 | Q | | | V | 18+20 1.8184 1.00 |Q | | | V | 18+25 1.8251 0.96 |Q | | | V | 18+30 1.8315 0.94 |Q | | | V | 18+35 1.8379 0.92 |Q | | | V | 18+40 1.8441 0.90 |Q | | | V | 18+45 1.8502 0.88 |Q | | | V | 18+50 1.8561 0.87 |Q | | | V | 18+55 1.8620 0.85 |Q | | | V | 19+ 0 1.8678 0.84 |Q | | | V | 19+ 5 1.8734 0.82 |Q | | | V | 19+10 1.8790 0.81 |Q | | | V | 19+15 1.8845 0.80 |Q | | | V | 19+20 1.8899 0.79 |Q | | | V | 19+25 1.8952 0.77 |Q | | | V | 19+30 1.9005 0.76 |Q | | | V | 19+35 1.9057 0.75 |Q | | | V | 19+40 1.9108 0.74 |Q | | | V | 19+45 1.9158 0.73 |Q | | | V | 19+50 1.9208 0.72 |Q | | | V | 19+55 1.9257 0.71 |Q | | | V | 20+ 0 1.9305 0.70 |Q | | | V | 20+ 5 1.9353 0.69 |Q | | | V | 20+10 1.9400 0.69 |Q | | | V | 20+15 1.9447 0.68 |Q | | | V | 20+20 1.9493 0.67 |Q | | | V | 20+25 1.9539 0.66 |Q | | | V | 20+30 1.9584 0.66 |Q | | | V | 20+35 1.9629 0.65 |Q | | | V | 20+40 1.9673 0.64 |Q | | | V | 20+45 1.9716 0.63 |Q | | | V | 20+50 1.9760 0.63 |Q | | | V | 20+55 1.9803 0.62 |Q | | | V | 21+ 0 1.9845 0.62 |Q | | | V | 21+ 5 1.9887 0.61 |Q | | | V | 21+10 1.9928 0.60 |Q | | | V | 21+15 1.9970 0.60 |Q | | | V | 21+20 2.0010 0.59 |Q | | | V | 21+25 2.0051 0.59 |Q | | | V | 21+30 2.0091 0.58 |Q | | | V | 21+35 2.0131 0.58 |Q | | | V | 21+40 2.0170 0.57 |Q | | | V | 21+45 2.0209 0.57 |Q | | | V | 21+50 2.0248 0.56 |Q | | | V | 21+55 2.0286 0.56 |Q | | | V | 22+ 0 2.0324 0.55 |Q | | | V | 22+ 5 2.0362 0.55 |Q | | | V | 22+10 2.0399 0.54 |Q | | | V | 22+15 2.0437 0.54 |Q | | | V | 22+20 2.0474 0.54 |Q | | | V | 22+25 2.0510 0.53 |Q | | | V | 22+30 2.0546 0.53 |Q | | | V | 22+35 2.0582 0.52 |Q | | | V | 22+40 2.0618 0.52 |Q | | | V | 22+45 2.0654 0.52 |Q | | | V | 22+50 2.0689 0.51 |Q | | | V | 22+55 2.0724 0.51 |Q | | | V| 23+ 0 2.0759 0.50 |Q | | | V| 23+ 5 2.0793 0.50 |Q | | | V| 23+10 2.0828 0.50 Q | | | V| 23+15 2.0862 0.49 Q | | | V| 23+20 2.0896 0.49 Q | | | V| 23+25 2.0929 0.49 Q | | | V| 23+30 2.0963 0.49 Q | | | V| 23+35 2.0996 0.48 Q | | | V| 23+40 2.1029 0.48 Q | | | V| 23+45 2.1062 0.48 Q | | | V| 23+50 2.1094 0.47 Q | | | V| 23+55 2.1127 0.47 Q | | | V| 24+ 0 2.1159 0.47 Q | | | V| 24+ 5 2.1189 0.44 Q | | | V| 24+10 2.1211 0.32 Q | | | V| 24+15 2.1221 0.14 Q | | | V| 24+20 2.1223 0.04 Q | | | V| 24+25 2.1224 0.01 Q | | | V| 24+30 2.1225 0.01 Q | | | V ----------------------------------------------------------------------- U n i t H y d r o g r a p h A n a l y s i s Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018, Version 9.0 Study date 07/01/23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ------------------------------------------------------------------------ San Bernardino County Synthetic Unit Hydrology Method Manual date - August 1986 Program License Serial Number 6484 --------------------------------------------------------------------- UH ANALYSIS DEVELOPED CONDITION 5-YR STORM EVENT -------------------------------------------------------------------- Storm Event Year = 5 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 5 7.80 1 0.68 -------------------------------------------------------------------- Rainfall data for year 5 7.80 6 1.75 -------------------------------------------------------------------- Rainfall data for year 5 7.80 24 3.19 -------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area-averaged max loss rate, Fm ******** SCS curve SCS curve Area Area Fp(Fig C6) Ap Fm No.(AMCII) NO.(AMC 3) (Ac.) Fraction (In/Hr) (dec.) (In/Hr) 32.0 52.0 7.80 1.000 0.785 0.100 0.079 Area-averaged adjusted loss rate Fm (In/Hr) = 0.079 ********* Area-Averaged low loss rate fraction, Yb ********** Area Area SCS CN SCS CN S Pervious (Ac.) Fract (AMC2) (AMC3) Yield Fr 0.78 0.100 32.0 52.0 9.23 0.054 7.02 0.900 98.0 98.0 0.20 0.927 Area-averaged catchment yield fraction, Y = 0.840 Area-averaged low loss fraction, Yb = 0.160 Direct entry of lag time by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Unit Hydrograph Analysis: Developed Condition (5 yr, 24 hr Storm Event) Watershed area = 7.80(Ac.) Catchment Lag time = 0.163 hours Unit interval = 5.000 minutes Unit interval percentage of lag time = 51.0621 Hydrograph baseflow = 0.00(CFS) Average maximum watershed loss rate(Fm) = 0.079(In/Hr) Average low loss rate fraction (Yb) = 0.160 (decimal) VALLEY DEVELOPED S-Graph Selected Computed peak 5-minute rainfall = 0.252(In) Computed peak 30-minute rainfall = 0.516(In) Specified peak 1-hour rainfall = 0.681(In) Computed peak 3-hour rainfall = 1.215(In) Specified peak 6-hour rainfall = 1.750(In) Specified peak 24-hour rainfall = 3.190(In) Rainfall depth area reduction factors: Using a total area of 7.80(Ac.) (Ref: fig. E-4) 5-minute factor = 1.000 Adjusted rainfall = 0.252(In) 30-minute factor = 1.000 Adjusted rainfall = 0.516(In) 1-hour factor = 1.000 Adjusted rainfall = 0.681(In) 3-hour factor = 1.000 Adjusted rainfall = 1.215(In) 6-hour factor = 1.000 Adjusted rainfall = 1.750(In) 24-hour factor = 1.000 Adjusted rainfall = 3.190(In) --------------------------------------------------------------------- U n i t H y d r o g r a p h +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Interval 'S' Graph Unit Hydrograph Number Mean values ((CFS)) --------------------------------------------------------------------- (K = 94.33 (CFS)) 1 4.765 4.495 2 31.011 24.758 3 70.445 37.199 4 90.778 19.181 5 97.317 6.168 6 98.855 1.451 7 100.000 1.080 --------------------------------------------------------------------- Peak Unit Adjusted mass rainfall Unit rainfall Number (In) (In) 1 0.2520 0.2520 2 0.3325 0.0805 3 0.3910 0.0585 4 0.4387 0.0477 5 0.4796 0.0410 6 0.5159 0.0363 7 0.5487 0.0328 8 0.5788 0.0301 9 0.6068 0.0279 10 0.6329 0.0261 11 0.6575 0.0246 12 0.6808 0.0233 13 0.7101 0.0293 14 0.7384 0.0283 15 0.7657 0.0273 16 0.7922 0.0265 17 0.8179 0.0257 18 0.8429 0.0250 19 0.8673 0.0244 20 0.8911 0.0238 21 0.9143 0.0232 22 0.9370 0.0227 23 0.9592 0.0222 24 0.9809 0.0218 25 1.0023 0.0213 26 1.0232 0.0209 27 1.0438 0.0206 28 1.0640 0.0202 29 1.0838 0.0199 30 1.1034 0.0195 31 1.1226 0.0192 32 1.1415 0.0189 33 1.1602 0.0187 34 1.1786 0.0184 35 1.1967 0.0181 36 1.2146 0.0179 37 1.2323 0.0177 38 1.2497 0.0174 39 1.2670 0.0172 40 1.2840 0.0170 41 1.3008 0.0168 42 1.3174 0.0166 43 1.3338 0.0164 44 1.3501 0.0163 45 1.3662 0.0161 46 1.3821 0.0159 47 1.3978 0.0157 48 1.4134 0.0156 49 1.4288 0.0154 50 1.4441 0.0153 51 1.4593 0.0151 52 1.4743 0.0150 53 1.4891 0.0149 54 1.5039 0.0147 55 1.5185 0.0146 56 1.5330 0.0145 57 1.5473 0.0144 58 1.5616 0.0142 59 1.5757 0.0141 60 1.5897 0.0140 61 1.6036 0.0139 62 1.6174 0.0138 63 1.6311 0.0137 64 1.6447 0.0136 65 1.6582 0.0135 66 1.6716 0.0134 67 1.6849 0.0133 68 1.6981 0.0132 69 1.7112 0.0131 70 1.7242 0.0130 71 1.7371 0.0129 72 1.7500 0.0128 73 1.7604 0.0105 74 1.7708 0.0104 75 1.7812 0.0103 76 1.7914 0.0102 77 1.8016 0.0102 78 1.8117 0.0101 79 1.8217 0.0100 80 1.8317 0.0100 81 1.8415 0.0099 82 1.8514 0.0098 83 1.8611 0.0097 84 1.8708 0.0097 85 1.8804 0.0096 86 1.8899 0.0095 87 1.8994 0.0095 88 1.9089 0.0094 89 1.9182 0.0094 90 1.9275 0.0093 91 1.9368 0.0092 92 1.9460 0.0092 93 1.9551 0.0091 94 1.9642 0.0091 95 1.9732 0.0090 96 1.9822 0.0090 97 1.9911 0.0089 98 1.9999 0.0089 99 2.0088 0.0088 100 2.0175 0.0088 101 2.0262 0.0087 102 2.0349 0.0087 103 2.0435 0.0086 104 2.0521 0.0086 105 2.0606 0.0085 106 2.0691 0.0085 107 2.0775 0.0084 108 2.0859 0.0084 109 2.0942 0.0083 110 2.1025 0.0083 111 2.1108 0.0083 112 2.1190 0.0082 113 2.1272 0.0082 114 2.1353 0.0081 115 2.1434 0.0081 116 2.1515 0.0081 117 2.1595 0.0080 118 2.1675 0.0080 119 2.1754 0.0079 120 2.1833 0.0079 121 2.1912 0.0079 122 2.1990 0.0078 123 2.2068 0.0078 124 2.2145 0.0078 125 2.2222 0.0077 126 2.2299 0.0077 127 2.2376 0.0076 128 2.2452 0.0076 129 2.2528 0.0076 130 2.2603 0.0075 131 2.2678 0.0075 132 2.2753 0.0075 133 2.2828 0.0074 134 2.2902 0.0074 135 2.2976 0.0074 136 2.3049 0.0074 137 2.3122 0.0073 138 2.3195 0.0073 139 2.3268 0.0073 140 2.3340 0.0072 141 2.3412 0.0072 142 2.3484 0.0072 143 2.3556 0.0071 144 2.3627 0.0071 145 2.3698 0.0071 146 2.3768 0.0071 147 2.3839 0.0070 148 2.3909 0.0070 149 2.3979 0.0070 150 2.4048 0.0070 151 2.4118 0.0069 152 2.4187 0.0069 153 2.4256 0.0069 154 2.4324 0.0069 155 2.4392 0.0068 156 2.4460 0.0068 157 2.4528 0.0068 158 2.4596 0.0068 159 2.4663 0.0067 160 2.4730 0.0067 161 2.4797 0.0067 162 2.4863 0.0067 163 2.4930 0.0066 164 2.4996 0.0066 165 2.5062 0.0066 166 2.5128 0.0066 167 2.5193 0.0065 168 2.5258 0.0065 169 2.5323 0.0065 170 2.5388 0.0065 171 2.5453 0.0065 172 2.5517 0.0064 173 2.5581 0.0064 174 2.5645 0.0064 175 2.5709 0.0064 176 2.5772 0.0064 177 2.5836 0.0063 178 2.5899 0.0063 179 2.5962 0.0063 180 2.6024 0.0063 181 2.6087 0.0063 182 2.6149 0.0062 183 2.6211 0.0062 184 2.6273 0.0062 185 2.6335 0.0062 186 2.6397 0.0062 187 2.6458 0.0061 188 2.6519 0.0061 189 2.6580 0.0061 190 2.6641 0.0061 191 2.6702 0.0061 192 2.6762 0.0060 193 2.6822 0.0060 194 2.6882 0.0060 195 2.6942 0.0060 196 2.7002 0.0060 197 2.7062 0.0060 198 2.7121 0.0059 199 2.7180 0.0059 200 2.7239 0.0059 201 2.7298 0.0059 202 2.7357 0.0059 203 2.7416 0.0059 204 2.7474 0.0058 205 2.7532 0.0058 206 2.7590 0.0058 207 2.7648 0.0058 208 2.7706 0.0058 209 2.7764 0.0058 210 2.7821 0.0057 211 2.7878 0.0057 212 2.7936 0.0057 213 2.7993 0.0057 214 2.8049 0.0057 215 2.8106 0.0057 216 2.8163 0.0057 217 2.8219 0.0056 218 2.8275 0.0056 219 2.8331 0.0056 220 2.8387 0.0056 221 2.8443 0.0056 222 2.8499 0.0056 223 2.8554 0.0056 224 2.8610 0.0055 225 2.8665 0.0055 226 2.8720 0.0055 227 2.8775 0.0055 228 2.8830 0.0055 229 2.8885 0.0055 230 2.8939 0.0055 231 2.8994 0.0054 232 2.9048 0.0054 233 2.9102 0.0054 234 2.9156 0.0054 235 2.9210 0.0054 236 2.9264 0.0054 237 2.9317 0.0054 238 2.9371 0.0054 239 2.9424 0.0053 240 2.9478 0.0053 241 2.9531 0.0053 242 2.9584 0.0053 243 2.9637 0.0053 244 2.9689 0.0053 245 2.9742 0.0053 246 2.9795 0.0053 247 2.9847 0.0052 248 2.9899 0.0052 249 2.9951 0.0052 250 3.0003 0.0052 251 3.0055 0.0052 252 3.0107 0.0052 253 3.0159 0.0052 254 3.0210 0.0052 255 3.0262 0.0051 256 3.0313 0.0051 257 3.0364 0.0051 258 3.0416 0.0051 259 3.0467 0.0051 260 3.0517 0.0051 261 3.0568 0.0051 262 3.0619 0.0051 263 3.0669 0.0051 264 3.0720 0.0050 265 3.0770 0.0050 266 3.0820 0.0050 267 3.0871 0.0050 268 3.0921 0.0050 269 3.0971 0.0050 270 3.1020 0.0050 271 3.1070 0.0050 272 3.1120 0.0050 273 3.1169 0.0050 274 3.1219 0.0049 275 3.1268 0.0049 276 3.1317 0.0049 277 3.1366 0.0049 278 3.1415 0.0049 279 3.1464 0.0049 280 3.1513 0.0049 281 3.1562 0.0049 282 3.1610 0.0049 283 3.1659 0.0048 284 3.1707 0.0048 285 3.1755 0.0048 286 3.1804 0.0048 287 3.1852 0.0048 288 3.1900 0.0048 --------------------------------------------------------------------- Unit Unit Unit Effective Period Rainfall Soil-Loss Rainfall (number) (In) (In) (In) --------------------------------------------------------------------- 1 0.0048 0.0008 0.0040 2 0.0048 0.0008 0.0040 3 0.0048 0.0008 0.0041 4 0.0048 0.0008 0.0041 5 0.0049 0.0008 0.0041 6 0.0049 0.0008 0.0041 7 0.0049 0.0008 0.0041 8 0.0049 0.0008 0.0041 9 0.0049 0.0008 0.0041 10 0.0049 0.0008 0.0041 11 0.0050 0.0008 0.0042 12 0.0050 0.0008 0.0042 13 0.0050 0.0008 0.0042 14 0.0050 0.0008 0.0042 15 0.0050 0.0008 0.0042 16 0.0050 0.0008 0.0042 17 0.0050 0.0008 0.0042 18 0.0051 0.0008 0.0042 19 0.0051 0.0008 0.0043 20 0.0051 0.0008 0.0043 21 0.0051 0.0008 0.0043 22 0.0051 0.0008 0.0043 23 0.0051 0.0008 0.0043 24 0.0052 0.0008 0.0043 25 0.0052 0.0008 0.0044 26 0.0052 0.0008 0.0044 27 0.0052 0.0008 0.0044 28 0.0052 0.0008 0.0044 29 0.0053 0.0008 0.0044 30 0.0053 0.0008 0.0044 31 0.0053 0.0008 0.0044 32 0.0053 0.0008 0.0045 33 0.0053 0.0009 0.0045 34 0.0053 0.0009 0.0045 35 0.0054 0.0009 0.0045 36 0.0054 0.0009 0.0045 37 0.0054 0.0009 0.0045 38 0.0054 0.0009 0.0045 39 0.0054 0.0009 0.0046 40 0.0055 0.0009 0.0046 41 0.0055 0.0009 0.0046 42 0.0055 0.0009 0.0046 43 0.0055 0.0009 0.0046 44 0.0055 0.0009 0.0047 45 0.0056 0.0009 0.0047 46 0.0056 0.0009 0.0047 47 0.0056 0.0009 0.0047 48 0.0056 0.0009 0.0047 49 0.0057 0.0009 0.0047 50 0.0057 0.0009 0.0048 51 0.0057 0.0009 0.0048 52 0.0057 0.0009 0.0048 53 0.0057 0.0009 0.0048 54 0.0058 0.0009 0.0048 55 0.0058 0.0009 0.0049 56 0.0058 0.0009 0.0049 57 0.0058 0.0009 0.0049 58 0.0059 0.0009 0.0049 59 0.0059 0.0009 0.0049 60 0.0059 0.0009 0.0050 61 0.0059 0.0010 0.0050 62 0.0060 0.0010 0.0050 63 0.0060 0.0010 0.0050 64 0.0060 0.0010 0.0050 65 0.0060 0.0010 0.0051 66 0.0061 0.0010 0.0051 67 0.0061 0.0010 0.0051 68 0.0061 0.0010 0.0051 69 0.0062 0.0010 0.0052 70 0.0062 0.0010 0.0052 71 0.0062 0.0010 0.0052 72 0.0062 0.0010 0.0052 73 0.0063 0.0010 0.0053 74 0.0063 0.0010 0.0053 75 0.0063 0.0010 0.0053 76 0.0064 0.0010 0.0053 77 0.0064 0.0010 0.0054 78 0.0064 0.0010 0.0054 79 0.0065 0.0010 0.0054 80 0.0065 0.0010 0.0054 81 0.0065 0.0010 0.0055 82 0.0065 0.0010 0.0055 83 0.0066 0.0011 0.0055 84 0.0066 0.0011 0.0056 85 0.0067 0.0011 0.0056 86 0.0067 0.0011 0.0056 87 0.0067 0.0011 0.0057 88 0.0068 0.0011 0.0057 89 0.0068 0.0011 0.0057 90 0.0068 0.0011 0.0057 91 0.0069 0.0011 0.0058 92 0.0069 0.0011 0.0058 93 0.0070 0.0011 0.0058 94 0.0070 0.0011 0.0059 95 0.0070 0.0011 0.0059 96 0.0071 0.0011 0.0059 97 0.0071 0.0011 0.0060 98 0.0071 0.0011 0.0060 99 0.0072 0.0012 0.0061 100 0.0072 0.0012 0.0061 101 0.0073 0.0012 0.0061 102 0.0073 0.0012 0.0062 103 0.0074 0.0012 0.0062 104 0.0074 0.0012 0.0062 105 0.0075 0.0012 0.0063 106 0.0075 0.0012 0.0063 107 0.0076 0.0012 0.0064 108 0.0076 0.0012 0.0064 109 0.0077 0.0012 0.0065 110 0.0077 0.0012 0.0065 111 0.0078 0.0012 0.0065 112 0.0078 0.0013 0.0066 113 0.0079 0.0013 0.0066 114 0.0079 0.0013 0.0067 115 0.0080 0.0013 0.0067 116 0.0081 0.0013 0.0068 117 0.0081 0.0013 0.0068 118 0.0082 0.0013 0.0069 119 0.0083 0.0013 0.0069 120 0.0083 0.0013 0.0070 121 0.0084 0.0013 0.0070 122 0.0084 0.0014 0.0071 123 0.0085 0.0014 0.0072 124 0.0086 0.0014 0.0072 125 0.0087 0.0014 0.0073 126 0.0087 0.0014 0.0073 127 0.0088 0.0014 0.0074 128 0.0089 0.0014 0.0074 129 0.0090 0.0014 0.0075 130 0.0090 0.0014 0.0076 131 0.0091 0.0015 0.0077 132 0.0092 0.0015 0.0077 133 0.0093 0.0015 0.0078 134 0.0094 0.0015 0.0079 135 0.0095 0.0015 0.0080 136 0.0095 0.0015 0.0080 137 0.0097 0.0016 0.0081 138 0.0097 0.0016 0.0082 139 0.0099 0.0016 0.0083 140 0.0100 0.0016 0.0084 141 0.0101 0.0016 0.0085 142 0.0102 0.0016 0.0085 143 0.0103 0.0017 0.0087 144 0.0104 0.0017 0.0087 145 0.0128 0.0021 0.0108 146 0.0129 0.0021 0.0109 147 0.0131 0.0021 0.0110 148 0.0132 0.0021 0.0111 149 0.0134 0.0021 0.0112 150 0.0135 0.0022 0.0113 151 0.0137 0.0022 0.0115 152 0.0138 0.0022 0.0116 153 0.0140 0.0022 0.0118 154 0.0141 0.0023 0.0119 155 0.0144 0.0023 0.0121 156 0.0145 0.0023 0.0122 157 0.0147 0.0024 0.0124 158 0.0149 0.0024 0.0125 159 0.0151 0.0024 0.0127 160 0.0153 0.0024 0.0128 161 0.0156 0.0025 0.0131 162 0.0157 0.0025 0.0132 163 0.0161 0.0026 0.0135 164 0.0163 0.0026 0.0136 165 0.0166 0.0027 0.0140 166 0.0168 0.0027 0.0141 167 0.0172 0.0028 0.0145 168 0.0174 0.0028 0.0146 169 0.0179 0.0029 0.0150 170 0.0181 0.0029 0.0152 171 0.0187 0.0030 0.0157 172 0.0189 0.0030 0.0159 173 0.0195 0.0031 0.0164 174 0.0199 0.0032 0.0167 175 0.0206 0.0033 0.0173 176 0.0209 0.0034 0.0176 177 0.0218 0.0035 0.0183 178 0.0222 0.0036 0.0187 179 0.0232 0.0037 0.0195 180 0.0238 0.0038 0.0200 181 0.0250 0.0040 0.0210 182 0.0257 0.0041 0.0216 183 0.0273 0.0044 0.0230 184 0.0283 0.0045 0.0238 185 0.0233 0.0037 0.0196 186 0.0246 0.0039 0.0207 187 0.0279 0.0045 0.0234 188 0.0301 0.0048 0.0253 189 0.0363 0.0058 0.0305 190 0.0410 0.0065 0.0344 191 0.0585 0.0065 0.0520 192 0.0805 0.0065 0.0740 193 0.2520 0.0065 0.2454 194 0.0477 0.0065 0.0411 195 0.0328 0.0053 0.0276 196 0.0261 0.0042 0.0219 197 0.0293 0.0047 0.0246 198 0.0265 0.0042 0.0222 199 0.0244 0.0039 0.0205 200 0.0227 0.0036 0.0191 201 0.0213 0.0034 0.0179 202 0.0202 0.0032 0.0170 203 0.0192 0.0031 0.0162 204 0.0184 0.0029 0.0155 205 0.0177 0.0028 0.0148 206 0.0170 0.0027 0.0143 207 0.0164 0.0026 0.0138 208 0.0159 0.0025 0.0134 209 0.0154 0.0025 0.0130 210 0.0150 0.0024 0.0126 211 0.0146 0.0023 0.0123 212 0.0142 0.0023 0.0120 213 0.0139 0.0022 0.0117 214 0.0136 0.0022 0.0114 215 0.0133 0.0021 0.0112 216 0.0130 0.0021 0.0109 217 0.0105 0.0017 0.0088 218 0.0102 0.0016 0.0086 219 0.0100 0.0016 0.0084 220 0.0098 0.0016 0.0082 221 0.0096 0.0015 0.0081 222 0.0094 0.0015 0.0079 223 0.0092 0.0015 0.0078 224 0.0091 0.0015 0.0076 225 0.0089 0.0014 0.0075 226 0.0088 0.0014 0.0074 227 0.0086 0.0014 0.0072 228 0.0085 0.0014 0.0071 229 0.0083 0.0013 0.0070 230 0.0082 0.0013 0.0069 231 0.0081 0.0013 0.0068 232 0.0080 0.0013 0.0067 233 0.0079 0.0013 0.0066 234 0.0078 0.0012 0.0065 235 0.0076 0.0012 0.0064 236 0.0075 0.0012 0.0063 237 0.0074 0.0012 0.0063 238 0.0074 0.0012 0.0062 239 0.0073 0.0012 0.0061 240 0.0072 0.0012 0.0060 241 0.0071 0.0011 0.0060 242 0.0070 0.0011 0.0059 243 0.0069 0.0011 0.0058 244 0.0069 0.0011 0.0058 245 0.0068 0.0011 0.0057 246 0.0067 0.0011 0.0056 247 0.0066 0.0011 0.0056 248 0.0066 0.0011 0.0055 249 0.0065 0.0010 0.0055 250 0.0064 0.0010 0.0054 251 0.0064 0.0010 0.0054 252 0.0063 0.0010 0.0053 253 0.0063 0.0010 0.0053 254 0.0062 0.0010 0.0052 255 0.0061 0.0010 0.0052 256 0.0061 0.0010 0.0051 257 0.0060 0.0010 0.0051 258 0.0060 0.0010 0.0050 259 0.0059 0.0009 0.0050 260 0.0059 0.0009 0.0049 261 0.0058 0.0009 0.0049 262 0.0058 0.0009 0.0049 263 0.0057 0.0009 0.0048 264 0.0057 0.0009 0.0048 265 0.0056 0.0009 0.0047 266 0.0056 0.0009 0.0047 267 0.0056 0.0009 0.0047 268 0.0055 0.0009 0.0046 269 0.0055 0.0009 0.0046 270 0.0054 0.0009 0.0046 271 0.0054 0.0009 0.0045 272 0.0054 0.0009 0.0045 273 0.0053 0.0009 0.0045 274 0.0053 0.0008 0.0044 275 0.0052 0.0008 0.0044 276 0.0052 0.0008 0.0044 277 0.0052 0.0008 0.0043 278 0.0051 0.0008 0.0043 279 0.0051 0.0008 0.0043 280 0.0051 0.0008 0.0043 281 0.0050 0.0008 0.0042 282 0.0050 0.0008 0.0042 283 0.0050 0.0008 0.0042 284 0.0049 0.0008 0.0041 285 0.0049 0.0008 0.0041 286 0.0049 0.0008 0.0041 287 0.0048 0.0008 0.0041 288 0.0048 0.0008 0.0040 -------------------------------------------------------------------- -------------------------------------------------------------------- Total soil rain loss = 0.47(In) Total effective rainfall = 2.72(In) Peak flow rate in flood hydrograph = 12.09(CFS) --------------------------------------------------------------------- ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 24 - H O U R S T O R M R u n o f f H y d r o g r a p h -------------------------------------------------------------------- Hydrograph in 5 Minute intervals ((CFS)) -------------------------------------------------------------------- Time(h+m) Volume Ac.Ft Q(CFS) 0 5.0 10.0 15.0 20.0 ----------------------------------------------------------------------- 0+ 5 0.0001 0.02 Q | | | | 0+10 0.0009 0.12 Q | | | | 0+15 0.0028 0.27 Q | | | | 0+20 0.0052 0.35 Q | | | | 0+25 0.0077 0.37 Q | | | | 0+30 0.0103 0.38 Q | | | | 0+35 0.0130 0.38 Q | | | | 0+40 0.0157 0.39 Q | | | | 0+45 0.0183 0.39 Q | | | | 0+50 0.0210 0.39 Q | | | | 0+55 0.0237 0.39 Q | | | | 1+ 0 0.0264 0.39 Q | | | | 1+ 5 0.0291 0.39 Q | | | | 1+10 0.0318 0.39 Q | | | | 1+15 0.0345 0.39 Q | | | | 1+20 0.0372 0.40 Q | | | | 1+25 0.0399 0.40 Q | | | | 1+30 0.0427 0.40 Q | | | | 1+35 0.0454 0.40 QV | | | | 1+40 0.0482 0.40 QV | | | | 1+45 0.0510 0.40 QV | | | | 1+50 0.0537 0.40 QV | | | | 1+55 0.0565 0.40 QV | | | | 2+ 0 0.0593 0.41 QV | | | | 2+ 5 0.0621 0.41 QV | | | | 2+10 0.0649 0.41 QV | | | | 2+15 0.0678 0.41 QV | | | | 2+20 0.0706 0.41 QV | | | | 2+25 0.0734 0.41 QV | | | | 2+30 0.0763 0.41 QV | | | | 2+35 0.0792 0.42 QV | | | | 2+40 0.0820 0.42 QV | | | | 2+45 0.0849 0.42 QV | | | | 2+50 0.0878 0.42 QV | | | | 2+55 0.0907 0.42 Q V | | | | 3+ 0 0.0936 0.42 Q V | | | | 3+ 5 0.0965 0.42 Q V | | | | 3+10 0.0995 0.43 Q V | | | | 3+15 0.1024 0.43 Q V | | | | 3+20 0.1054 0.43 Q V | | | | 3+25 0.1084 0.43 Q V | | | | 3+30 0.1113 0.43 Q V | | | | 3+35 0.1143 0.43 Q V | | | | 3+40 0.1173 0.44 Q V | | | | 3+45 0.1203 0.44 Q V | | | | 3+50 0.1234 0.44 Q V | | | | 3+55 0.1264 0.44 Q V | | | | 4+ 0 0.1294 0.44 Q V | | | | 4+ 5 0.1325 0.44 Q V | | | | 4+10 0.1356 0.45 Q V | | | | 4+15 0.1386 0.45 Q V | | | | 4+20 0.1417 0.45 Q V | | | | 4+25 0.1448 0.45 Q V | | | | 4+30 0.1480 0.45 Q V | | | | 4+35 0.1511 0.45 Q V | | | | 4+40 0.1542 0.46 Q V | | | | 4+45 0.1574 0.46 Q V | | | | 4+50 0.1606 0.46 Q V | | | | 4+55 0.1638 0.46 Q V | | | | 5+ 0 0.1669 0.46 Q V | | | | 5+ 5 0.1702 0.47 Q V | | | | 5+10 0.1734 0.47 Q V | | | | 5+15 0.1766 0.47 Q V | | | | 5+20 0.1799 0.47 Q V | | | | 5+25 0.1831 0.47 Q V | | | | 5+30 0.1864 0.48 Q V | | | | 5+35 0.1897 0.48 Q V | | | | 5+40 0.1930 0.48 Q V | | | | 5+45 0.1964 0.48 Q V | | | | 5+50 0.1997 0.48 Q V | | | | 5+55 0.2030 0.49 Q V | | | | 6+ 0 0.2064 0.49 Q V | | | | 6+ 5 0.2098 0.49 Q V | | | | 6+10 0.2132 0.49 Q V | | | | 6+15 0.2166 0.50 Q V | | | | 6+20 0.2201 0.50 Q V | | | | 6+25 0.2235 0.50 |Q V | | | | 6+30 0.2270 0.50 |Q V | | | | 6+35 0.2305 0.51 |Q V | | | | 6+40 0.2340 0.51 |Q V | | | | 6+45 0.2375 0.51 |Q V | | | | 6+50 0.2410 0.51 |Q V | | | | 6+55 0.2446 0.52 |Q V | | | | 7+ 0 0.2481 0.52 |Q V | | | | 7+ 5 0.2517 0.52 |Q V | | | | 7+10 0.2553 0.52 |Q V | | | | 7+15 0.2590 0.53 |Q V | | | | 7+20 0.2626 0.53 |Q V | | | | 7+25 0.2663 0.53 |Q V | | | | 7+30 0.2700 0.54 |Q V | | | | 7+35 0.2737 0.54 |Q V | | | | 7+40 0.2774 0.54 |Q V | | | | 7+45 0.2812 0.54 |Q V | | | | 7+50 0.2849 0.55 |Q V | | | | 7+55 0.2887 0.55 |Q V | | | | 8+ 0 0.2925 0.55 |Q V | | | | 8+ 5 0.2964 0.56 |Q V | | | | 8+10 0.3002 0.56 |Q V | | | | 8+15 0.3041 0.56 |Q V | | | | 8+20 0.3080 0.57 |Q V | | | | 8+25 0.3119 0.57 |Q V | | | | 8+30 0.3159 0.57 |Q V | | | | 8+35 0.3199 0.58 |Q V | | | | 8+40 0.3239 0.58 |Q V | | | | 8+45 0.3279 0.58 |Q V | | | | 8+50 0.3319 0.59 |Q V | | | | 8+55 0.3360 0.59 |Q V | | | | 9+ 0 0.3401 0.60 |Q V | | | | 9+ 5 0.3442 0.60 |Q V | | | | 9+10 0.3484 0.60 |Q V | | | | 9+15 0.3526 0.61 |Q V | | | | 9+20 0.3568 0.61 |Q V | | | | 9+25 0.3610 0.62 |Q V | | | | 9+30 0.3653 0.62 |Q V | | | | 9+35 0.3696 0.62 |Q V | | | | 9+40 0.3739 0.63 |Q V | | | | 9+45 0.3783 0.63 |Q V | | | | 9+50 0.3827 0.64 |Q V | | | | 9+55 0.3871 0.64 |Q V | | | | 10+ 0 0.3916 0.65 |Q V | | | | 10+ 5 0.3961 0.65 |Q V | | | | 10+10 0.4006 0.66 |Q V| | | | 10+15 0.4052 0.66 |Q V| | | | 10+20 0.4098 0.67 |Q V| | | | 10+25 0.4144 0.67 |Q V| | | | 10+30 0.4191 0.68 |Q V| | | | 10+35 0.4238 0.69 |Q V| | | | 10+40 0.4286 0.69 |Q V| | | | 10+45 0.4334 0.70 |Q V| | | | 10+50 0.4382 0.70 |Q V| | | | 10+55 0.4431 0.71 |Q V | | | 11+ 0 0.4480 0.72 |Q V | | | 11+ 5 0.4530 0.72 |Q V | | | 11+10 0.4580 0.73 |Q V | | | 11+15 0.4631 0.74 |Q V | | | 11+20 0.4682 0.74 |Q V | | | 11+25 0.4734 0.75 |Q V | | | 11+30 0.4786 0.76 |Q V | | | 11+35 0.4839 0.77 |Q V | | | 11+40 0.4892 0.77 |Q |V | | | 11+45 0.4946 0.78 |Q |V | | | 11+50 0.5000 0.79 |Q |V | | | 11+55 0.5055 0.80 |Q |V | | | 12+ 0 0.5111 0.81 |Q |V | | | 12+ 5 0.5167 0.82 |Q |V | | | 12+10 0.5228 0.88 |Q |V | | | 12+15 0.5294 0.96 |Q |V | | | 12+20 0.5364 1.01 | Q | V | | | 12+25 0.5435 1.03 | Q | V | | | 12+30 0.5507 1.04 | Q | V | | | 12+35 0.5580 1.06 | Q | V | | | 12+40 0.5653 1.07 | Q | V | | | 12+45 0.5728 1.08 | Q | V | | | 12+50 0.5803 1.09 | Q | V | | | 12+55 0.5879 1.11 | Q | V | | | 13+ 0 0.5957 1.12 | Q | V | | | 13+ 5 0.6035 1.13 | Q | V | | | 13+10 0.6114 1.15 | Q | V | | | 13+15 0.6194 1.16 | Q | V | | | 13+20 0.6275 1.18 | Q | V | | | 13+25 0.6358 1.20 | Q | V | | | 13+30 0.6441 1.21 | Q | V | | | 13+35 0.6526 1.23 | Q | V | | | 13+40 0.6612 1.25 | Q | V | | | 13+45 0.6700 1.27 | Q | V | | | 13+50 0.6788 1.29 | Q | V | | | 13+55 0.6879 1.31 | Q | V | | | 14+ 0 0.6971 1.33 | Q | V | | | 14+ 5 0.7064 1.36 | Q | V | | | 14+10 0.7160 1.38 | Q | V | | | 14+15 0.7257 1.41 | Q | V | | | 14+20 0.7356 1.44 | Q | V | | | 14+25 0.7458 1.47 | Q | V | | | 14+30 0.7561 1.51 | Q | V | | | 14+35 0.7667 1.54 | Q | V | | | 14+40 0.7776 1.58 | Q | V | | | 14+45 0.7888 1.62 | Q | V | | | 14+50 0.8002 1.67 | Q | V | | | 14+55 0.8120 1.71 | Q | V | | | 15+ 0 0.8242 1.77 | Q | V | | | 15+ 5 0.8368 1.83 | Q | V | | | 15+10 0.8499 1.89 | Q | V| | | 15+15 0.8634 1.97 | Q | V| | | 15+20 0.8776 2.05 | Q | V| | | 15+25 0.8922 2.12 | Q | V | | 15+30 0.9066 2.09 | Q | V | | 15+35 0.9203 2.00 | Q | V | | 15+40 0.9344 2.04 | Q | |V | | 15+45 0.9496 2.21 | Q | |V | | 15+50 0.9667 2.48 | Q | |V | | 15+55 0.9866 2.90 | Q | | V | | 16+ 0 1.0121 3.70 | Q | | V | | 16+ 5 1.0519 5.78 | |Q | V | | 16+10 1.1228 10.29 | | Q V | | 16+15 1.2061 12.09 | | | Q V | | 16+20 1.2583 7.59 | | Q | V | | 16+25 1.2869 4.14 | Q | | V| | 16+30 1.3058 2.74 | Q | | V| | 16+35 1.3228 2.47 | Q | | V| | 16+40 1.3374 2.11 | Q | | V | 16+45 1.3508 1.95 | Q | | V | 16+50 1.3633 1.82 | Q | | V | 16+55 1.3751 1.71 | Q | | |V | 17+ 0 1.3862 1.62 | Q | | |V | 17+ 5 1.3968 1.54 | Q | | |V | 17+10 1.4069 1.47 | Q | | |V | 17+15 1.4166 1.41 | Q | | | V | 17+20 1.4259 1.35 | Q | | | V | 17+25 1.4349 1.31 | Q | | | V | 17+30 1.4436 1.27 | Q | | | V | 17+35 1.4521 1.23 | Q | | | V | 17+40 1.4603 1.19 | Q | | | V | 17+45 1.4683 1.16 | Q | | | V | 17+50 1.4761 1.13 | Q | | | V | 17+55 1.4837 1.10 | Q | | | V | 18+ 0 1.4911 1.08 | Q | | | V | 18+ 5 1.4983 1.05 | Q | | | V | 18+10 1.5051 0.98 |Q | | | V | 18+15 1.5112 0.89 |Q | | | V | 18+20 1.5169 0.83 |Q | | | V | 18+25 1.5224 0.80 |Q | | | V | 18+30 1.5278 0.78 |Q | | | V | 18+35 1.5331 0.76 |Q | | | V | 18+40 1.5382 0.75 |Q | | | V | 18+45 1.5433 0.73 |Q | | | V | 18+50 1.5482 0.72 |Q | | | V | 18+55 1.5531 0.71 |Q | | | V | 19+ 0 1.5579 0.70 |Q | | | V | 19+ 5 1.5626 0.68 |Q | | | V | 19+10 1.5672 0.67 |Q | | | V | 19+15 1.5718 0.66 |Q | | | V | 19+20 1.5763 0.65 |Q | | | V | 19+25 1.5807 0.64 |Q | | | V | 19+30 1.5850 0.63 |Q | | | V | 19+35 1.5893 0.62 |Q | | | V | 19+40 1.5936 0.61 |Q | | | V | 19+45 1.5978 0.61 |Q | | | V | 19+50 1.6019 0.60 |Q | | | V | 19+55 1.6059 0.59 |Q | | | V | 20+ 0 1.6100 0.58 |Q | | | V | 20+ 5 1.6139 0.58 |Q | | | V | 20+10 1.6179 0.57 |Q | | | V | 20+15 1.6217 0.56 |Q | | | V | 20+20 1.6256 0.56 |Q | | | V | 20+25 1.6293 0.55 |Q | | | V | 20+30 1.6331 0.54 |Q | | | V | 20+35 1.6368 0.54 |Q | | | V | 20+40 1.6404 0.53 |Q | | | V | 20+45 1.6441 0.53 |Q | | | V | 20+50 1.6477 0.52 |Q | | | V | 20+55 1.6512 0.52 |Q | | | V | 21+ 0 1.6547 0.51 |Q | | | V | 21+ 5 1.6582 0.51 |Q | | | V | 21+10 1.6616 0.50 |Q | | | V | 21+15 1.6651 0.50 Q | | | V | 21+20 1.6684 0.49 Q | | | V | 21+25 1.6718 0.49 Q | | | V | 21+30 1.6751 0.48 Q | | | V | 21+35 1.6784 0.48 Q | | | V | 21+40 1.6817 0.47 Q | | | V | 21+45 1.6849 0.47 Q | | | V | 21+50 1.6881 0.47 Q | | | V | 21+55 1.6913 0.46 Q | | | V | 22+ 0 1.6944 0.46 Q | | | V | 22+ 5 1.6976 0.45 Q | | | V | 22+10 1.7007 0.45 Q | | | V | 22+15 1.7037 0.45 Q | | | V | 22+20 1.7068 0.44 Q | | | V | 22+25 1.7098 0.44 Q | | | V | 22+30 1.7128 0.44 Q | | | V | 22+35 1.7158 0.43 Q | | | V | 22+40 1.7188 0.43 Q | | | V | 22+45 1.7217 0.43 Q | | | V | 22+50 1.7247 0.42 Q | | | V | 22+55 1.7276 0.42 Q | | | V| 23+ 0 1.7304 0.42 Q | | | V| 23+ 5 1.7333 0.42 Q | | | V| 23+10 1.7361 0.41 Q | | | V| 23+15 1.7390 0.41 Q | | | V| 23+20 1.7418 0.41 Q | | | V| 23+25 1.7445 0.40 Q | | | V| 23+30 1.7473 0.40 Q | | | V| 23+35 1.7501 0.40 Q | | | V| 23+40 1.7528 0.40 Q | | | V| 23+45 1.7555 0.39 Q | | | V| 23+50 1.7582 0.39 Q | | | V| 23+55 1.7609 0.39 Q | | | V| 24+ 0 1.7635 0.39 Q | | | V| 24+ 5 1.7661 0.37 Q | | | V| 24+10 1.7679 0.26 Q | | | V| 24+15 1.7687 0.11 Q | | | V| 24+20 1.7689 0.04 Q | | | V| 24+25 1.7690 0.01 Q | | | V| 24+30 1.7690 0.00 Q | | | V ----------------------------------------------------------------------- Flood Routing Analysis Detention Chamber Routing (Contech CMP-2) Detention Chamber Volume Table (348'-pipe Length, Total 4 Pipes, 5'Dia. Each) (Refer to the Incremental Volume Spreadsheet) Total Depth Elevation Volume (cf)Volume (ac-ft):4 Pipes Det Vol.Outflow (cfs)-100yr Storm 0.0 930.0 0 0.00 0.00 0.5 930.5 2,065 0.05 0.00 Detention Inf. Vol. 0.10 ac-ft 1.5 931.5 7,502 0.17 0.12 0.50 3.0 933.0 19,239 0.44 0.39 1.50 4.5 934.5 31,543 0.72 0.68 4.30 6.0 936.0 41,268 0.95 0.90 8.00 6.7 936.7 44,021 1.01 0.96 8.70 Det Vol (Total) 0.96 AC-FT DETENTION VOLUME IN CHAMBER SYSTEM CMP-2: 0.96 AC-FT = 41,818 CF MAX. MITIGATED OUTFLOW FROM DETENTION CHAMBER: 8.3 CFS = 29,880 CF/HR (8.3*3600) TIME TO EMPTY THE DETNTION WATER FROM DETENTION CHAMBER: 1.40 HRS (41,818 / 29,880) Date:6/21/2023 Project Name:Detention Chamber System-1 - 32851 (6-21-2023 21-23-50) City / County: State: Designed By: Company: =Adjustable Input Cells Telephone: Out-to-out length (ft):348.0 Backfill Porosity (%):40% System Diameter (in):60 Out-to-out width (ft):27.5 Depth Above Pipe (in):12.0 Pipe Spacing (in):30 Number of Manifolds (ea):1.0 Depth Below Pipe (in):9.0 Incremental Analysis (in):2 Number of Barrels (ea):4.0 Width At Ends (ft):1.0 System Invert (Elevation):0 Width At Sides (ft):1.0 Depth (ft)Elevation (ft)Incremental Storage (cf) Cumulative Storage (cf) Incremental Storage (cf) Cumulative Storage (cf) Incremental Storage (cf) Cumulative Storage (cf) Percent Open Storage (%) Ave. Surface Area (sf) 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0% 4,130.0 0.17 0.16 0.0 0.0 688.3 688.3 688.3 688.3 0.0% 4,130.0 0.33 0.33 0.0 0.0 688.3 1,376.7 688.3 1,376.7 0.0%4,130.0 0.50 0.50 0.0 0.0 688.3 2,065.0 688.3 2,065.0 0.0% 4,130.0 0.67 0.66 0.0 0.0 688.3 2,753.3 688.3 2,753.3 0.0% 4,130.0 0.83 0.83 0.0 0.0 688.3 3,441.7 688.3 3,441.7 0.0% 4,130.0 1.00 1.00 281.0 281.0 575.9 4,017.6 857.0 4,298.6 6.5% 5,637.3 1.17 1.16 505.7 786.7 486.1 4,503.6 991.8 5,290.4 14.9%6,224.6 1.33 1.33 643.4 1,430.1 431.0 4,934.6 1,074.4 6,364.7 22.5%6,649.1 1.50 1.50 748.0 2,178.1 389.1 5,323.8 1,137.1 7,501.9 29.0%6,984.4 1.67 1.66 832.3 3,010.4 355.4 5,679.2 1,187.7 8,689.6 34.6%7,259.4 1.83 1.83 902.1 3,912.4 327.5 6,006.7 1,229.6 9,919.1 39.4%7,488.8 2.00 2.00 960.5 4,873.0 304.1 6,310.8 1,264.7 11,183.8 43.6%7,681.5 2.17 2.16 1,009.7 5,882.6 284.5 6,595.3 1,294.1 12,477.9 47.1%7,843.3 2.33 2.33 1,050.8 6,933.4 268.0 6,863.3 1,318.8 13,796.7 50.3%7,978.0 2.50 2.50 1,084.8 8,018.2 254.4 7,117.7 1,339.2 15,135.9 53.0%8,088.4 2.67 2.66 1,112.3 9,130.5 243.4 7,361.2 1,355.7 16,491.6 55.4%8,176.5 2.83 2.83 1,133.8 10,264.3 234.8 7,596.0 1,368.6 17,860.2 57.5%8,243.7 3.00 3.00 1,149.7 11,414.0 228.4 7,824.4 1,378.2 19,238.4 59.3%8,291.0 Pipe Stone Total SystemSystem Storage Volume Estimation Miscellaneous 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. CMP: Underground Detention System Storage Volume Estimation Summary of Inputs Pipe & Analysis InformationSystem Information Backfill Information 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. Ct 1i NTECH ® ENGINEERED SOLUTIONS 3.17 3.16 1,160.2 12,574.2 224.3 8,048.7 1,384.4 20,622.8 61.0%8,319.2 3.33 3.33 1,165.4 13,739.6 222.2 8,270.8 1,387.6 22,010.4 62.4%8,328.5 3.50 3.50 1,165.4 14,904.9 222.2 8,493.0 1,387.6 23,398.0 63.7%8,319.2 3.67 3.66 1,160.2 16,065.1 224.3 8,717.3 1,384.4 24,782.4 64.8%8,291.0 3.83 3.83 1,149.7 17,214.8 228.4 8,945.7 1,378.2 26,160.6 65.8%8,243.7 4.00 4.00 1,133.8 18,348.7 234.8 9,180.5 1,368.6 27,529.2 66.7%8,176.5 4.17 4.16 1,112.3 19,460.9 243.4 9,424.0 1,355.7 28,884.9 67.4%8,088.4 4.33 4.33 1,084.8 20,545.7 254.4 9,678.4 1,339.2 30,224.1 68.0%7,978.0 4.50 4.50 1,050.8 21,596.5 268.0 9,946.4 1,318.8 31,542.9 68.5%7,843.3 4.67 4.66 1,009.7 22,606.1 284.5 10,230.9 1,294.1 32,837.0 68.8%7,681.5 4.83 4.83 960.5 23,566.7 304.1 10,535.0 1,264.7 34,101.7 69.1%7,488.8 5.00 5.00 902.1 24,468.8 327.5 10,862.5 1,229.6 35,331.3 69.3%7,259.4 5.17 5.16 832.3 25,301.0 355.4 11,217.9 1,187.7 36,519.0 69.3%6,984.4 5.33 5.33 748.0 26,049.0 389.1 11,607.1 1,137.1 37,656.1 69.2%6,649.1 5.50 5.50 643.4 26,692.4 431.0 12,038.0 1,074.4 38,730.4 68.9%6,224.6 5.67 5.66 505.7 27,198.1 486.1 12,524.1 991.8 39,722.2 68.5%5,637.3 5.83 5.83 281.0 27,479.1 575.9 13,100.0 857.0 40,579.1 67.7%4,130.0 6.00 6.00 0.0 27,479.1 688.3 13,788.4 688.3 41,267.5 66.6%4,130.0 6.17 6.16 0.0 27,479.1 688.3 14,476.7 688.3 41,955.8 65.5%4,130.0 6.33 6.33 0.0 27,479.1 688.3 15,165.0 688.3 42,644.1 64.4%4,130.0 6.50 6.50 0.0 27,479.1 688.3 15,853.4 688.3 43,332.5 63.4%4,130.0 6.67 6.66 0.0 27,479.1 688.3 16,541.7 688.3 44,020.8 62.4%4,130.0 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 = 1,400 LF STORAGE SUMMARY • STORAGE VOLUME REQUIRED = N/A • PIPE STORAGE VOLUME= 27,479 CF • BACKFILL STORAGE VOLUME= 16,886 CF • TOTAL STORAGE PROVIDED= 44,365 CF PIPE DETAILS • DIAMETER = 60" • CORRUGATION = 5x1 •GAGE=16 • COATING = ALT2 • WALL TYPE = PERFORATED • BARREL SPACING = 30" BACKFILL DETAILS • WIDTH AT ENDS= 12" •ABOVE PIPE= 12" • WIDTH AT SIDES= 12" • BELOW PIPE = 9" 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 ASTMA998. • ALL RISERS AND STUBS ARE 223" x .12°' 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. The design and informationshownonthisdrawingisprovided as a service to the project owner, engineer and contractor by Conlech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disdaims any liability or responsibility for suchuse. If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or DATE inaccurate information suoolied bv others. REVISION DESCRIPTION BY ~-----------------------------348'-0" ---------------------------------, <9 .... N L~/ ~~-~~-~-~~-~~-~-~~-~~______, C ~1~NTECH® A~l~ .. IT~AU® ~i,-~~~ri i ~"'" ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS www.ContechES.com CONTECH I 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 DYODS 800-338-1122 513-645-7000 513-645-7993 FAX DRAWING ASSEMBLY SCALE: 1" = 40' DYO32851 Conca, Fontana Detention Chamber System-1 Fontana, CA DETENTION SYSTEM PROJECT No.: SEQ. No.: DATE: 22258 32851 6/2112023 DESIGNED: DRAWN: DYO DYO CHECKED: APPROVED: DYO DYO SHEET NO.: 1 Q (cfs) Elev (ft) 1 934.1 3 934.3 5 934.8 9 936.6 12 938.6 18" RCP 930 931 932 933 934 935 936 937 938 939 940 0 2 4 6 8 10 12 14 PI P E D E P T H ( F T ) Q (CFS) HEAD vs FLOW 9.5' Pipe Outlet 12in RCP I I I I I I I I I I I I I I / I I I I I I I I I I ,,,, ~ I I I I I I I I I I ~ I I I I ~~ I I I ---r I I I I I I I I I I I I I I I I I I I I I I I D I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5' Pipe 18" T1 18" OUTLET WSPG 0 T2 CONCO T3 SO .000 927.000 1 934.000 R 352.000 930.500 1 .013 .000 .000 0 SH 352.000 930.500 1 935.500 CD 1 4 1 .000 1.500 .000 .000 .000 .00 Q 1.000 .0 Q 3.000 .0 Q 5.000 .0 Q 9.000 .0 Q 12.000 .0 WSPG-18" Outflow Pipe from Detention Chamber Input Data: FILE: CONC.WSW W S P G W - CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 6-19-2023 Time: 5:12:11 18" OUTLET WSPG CONCO ************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -| L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | | .000 927.000 7.000 934.000 1.00 .57 .00 934.00 .00 .37 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- 352.000 .0099 .0001 .03 7.00 .00 .31 .013 .00 .00 PIPE | | | | | | | | | | | | | 352.000 930.500 3.532 934.032 1.00 .57 .00 934.04 .00 .37 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- WSPG Output: 18" Outlet Pipe FILE: CONC.WSW W S P G W - CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 6-19-2023 Time: 5:12:11 18" OUTLET WSPG CONCO ************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -| L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | | .000 927.000 7.000 934.000 3.00 1.70 .04 934.04 .00 .66 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- 352.000 .0099 .0008 .29 7.00 .00 .55 .013 .00 .00 PIPE | | | | | | | | | | | | | 352.000 930.500 3.787 934.287 3.00 1.70 .04 934.33 .00 .66 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- FILE: CONC.WSW W S P G W - CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 6-19-2023 Time: 5:12:11 18" OUTLET WSPG CONCO ************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -| L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | | .000 927.000 7.000 934.000 5.00 2.83 .12 934.12 .00 .86 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- 352.000 .0099 .0023 .80 7.00 .00 .73 .013 .00 .00 PIPE | | | | | | | | | | | | | 352.000 930.500 4.298 934.798 5.00 2.83 .12 934.92 .00 .86 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- FILE: CONC.WSW W S P G W - CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 6-19-2023 Time: 5:12:11 18" OUTLET WSPG CONCO ************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -| L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | | .000 927.000 7.000 934.000 9.00 5.09 .40 934.40 .00 1.16 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- 352.000 .0099 .0073 2.58 7.00 .00 1.07 .013 .00 .00 PIPE | | | | | | | | | | | | | 352.000 930.500 6.084 936.584 9.00 5.09 .40 936.99 .00 1.16 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- FILE: CONC.WSW W S P G W - CIVILDESIGN Version 14.11 PAGE 1 Program Package Serial Number: 7323 WATER SURFACE PROFILE LISTING Date: 6-19-2023 Time: 5:12:11 18" OUTLET WSPG CONCO ************************************************************************************************************************** ******** | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -| L/Elem |Ch Slope | | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR |Type Ch *********|*********|********|*********|*********|*******|*******|*********|*******|********|********|*******|*******|***** |******* | | | | | | | | | | | | | .000 927.000 7.000 934.000 12.00 6.79 .72 934.72 .00 1.31 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- 352.000 .0099 .0131 4.59 7.00 .00 1.50 .013 .00 .00 PIPE | | | | | | | | | | | | | 352.000 930.500 8.094 938.594 12.00 6.79 .72 939.31 .00 1.31 .00 1.500 .000 .00 1 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018 Study date: 06/21/23 --------------------------------------------------------------------- CHAMBER ROUTING CONCO INDUSTRIAL 100-YR STORM EVENT -------------------------------------------------------------------- Program License Serial Number 6484 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CON1.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 294 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 23.239 (CFS) Total volume = 3.256 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 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 = 0.00 (Ft.) Initial basin storage = 0.00 (Ac.Ft) Initial basin outflow = 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 1.500 0.170 0.500 0.168 0.172 3.000 0.390 1.500 0.385 0.395 4.500 0.680 4.300 0.665 0.695 6.000 0.900 8.000 0.872 0.928 6.700 0.960 8.700 0.930 0.990 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Graph values: 'I'= unit inflow; 'O'=outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth (Hours) (CFS) (CFS) (Ac.Ft) .0 5.8 11.62 17.43 23.24 (Ft.) 0.083 0.03 0.00 0.000 O | | | | 0.00 Flood Routing Analysis:Developed Condition (100 yr Storm Event) 0.167 0.21 0.00 0.001 O | | | | 0.01 0.250 0.49 0.01 0.003 O | | | | 0.03 0.333 0.63 0.02 0.007 O | | | | 0.06 0.417 0.68 0.03 0.011 O | | | | 0.10 0.500 0.70 0.05 0.016 O | | | | 0.14 0.583 0.71 0.06 0.020 O | | | | 0.18 0.667 0.71 0.07 0.025 O | | | | 0.22 0.750 0.71 0.09 0.029 O | | | | 0.26 0.833 0.71 0.10 0.033 O | | | | 0.29 0.917 0.71 0.11 0.038 O | | | | 0.33 1.000 0.72 0.12 0.042 O | | | | 0.37 1.083 0.72 0.13 0.046 O | | | | 0.40 1.167 0.72 0.15 0.050 O | | | | 0.44 1.250 0.72 0.16 0.054 O | | | | 0.47 1.333 0.73 0.17 0.058 O | | | | 0.51 1.417 0.73 0.18 0.061 OI | | | | 0.54 1.500 0.73 0.19 0.065 OI | | | | 0.57 1.583 0.73 0.20 0.069 OI | | | | 0.61 1.667 0.73 0.21 0.072 OI | | | | 0.64 1.750 0.74 0.22 0.076 OI | | | | 0.67 1.833 0.74 0.23 0.079 OI | | | | 0.70 1.917 0.74 0.24 0.083 OI | | | | 0.73 2.000 0.74 0.25 0.086 OI | | | | 0.76 2.083 0.75 0.26 0.090 OI | | | | 0.79 2.167 0.75 0.27 0.093 OI | | | | 0.82 2.250 0.75 0.28 0.096 OI | | | | 0.85 2.333 0.75 0.29 0.099 OI | | | | 0.88 2.417 0.76 0.30 0.103 OI | | | | 0.91 2.500 0.76 0.31 0.106 OI | | | | 0.93 2.583 0.76 0.32 0.109 OI | | | | 0.96 2.667 0.77 0.33 0.112 OI | | | | 0.99 2.750 0.77 0.34 0.115 OI | | | | 1.01 2.833 0.77 0.35 0.118 OI | | | | 1.04 2.917 0.77 0.35 0.121 OI | | | | 1.06 3.000 0.78 0.36 0.124 OI | | | | 1.09 3.083 0.78 0.37 0.126 OI | | | | 1.11 3.167 0.78 0.38 0.129 OI | | | | 1.14 3.250 0.78 0.39 0.132 OI | | | | 1.16 3.333 0.79 0.40 0.135 OI | | | | 1.19 3.417 0.79 0.40 0.137 OI | | | | 1.21 3.500 0.79 0.41 0.140 OI | | | | 1.23 3.583 0.80 0.42 0.143 OI | | | | 1.26 3.667 0.80 0.43 0.145 OI | | | | 1.28 3.750 0.80 0.43 0.148 OI | | | | 1.30 3.833 0.81 0.44 0.150 OI | | | | 1.33 3.917 0.81 0.45 0.153 OI | | | | 1.35 4.000 0.81 0.46 0.155 OI | | | | 1.37 4.083 0.81 0.46 0.158 OI | | | | 1.39 4.167 0.82 0.47 0.160 OI | | | | 1.41 4.250 0.82 0.48 0.162 OI | | | | 1.43 4.333 0.82 0.48 0.165 OI | | | | 1.45 4.417 0.83 0.49 0.167 OI | | | | 1.47 4.500 0.83 0.50 0.169 OI | | | | 1.49 4.583 0.83 0.51 0.172 OI | | | | 1.51 4.667 0.84 0.52 0.174 OI | | | | 1.53 4.750 0.84 0.53 0.176 OI | | | | 1.54 4.833 0.84 0.54 0.178 OI | | | | 1.56 4.917 0.85 0.55 0.180 OI | | | | 1.57 5.000 0.85 0.56 0.182 OI | | | | 1.58 5.083 0.86 0.57 0.184 OI | | | | 1.60 5.167 0.86 0.57 0.186 OI | | | | 1.61 5.250 0.86 0.58 0.188 OI | | | | 1.62 5.333 0.87 0.59 0.190 OI | | | | 1.64 5.417 0.87 0.60 0.192 OI | | | | 1.65 5.500 0.87 0.61 0.194 OI | | | | 1.66 5.583 0.88 0.62 0.196 OI | | | | 1.68 5.667 0.88 0.63 0.198 OI | | | | 1.69 5.750 0.89 0.63 0.199 OI | | | | 1.70 5.833 0.89 0.64 0.201 OI | | | | 1.71 5.917 0.89 0.65 0.203 OI | | | | 1.72 6.000 0.90 0.66 0.204 OI | | | | 1.73 6.083 0.90 0.66 0.206 OI | | | | 1.75 6.167 0.91 0.67 0.208 OI | | | | 1.76 6.250 0.91 0.68 0.209 OI | | | | 1.77 6.333 0.92 0.69 0.211 OI | | | | 1.78 6.417 0.92 0.69 0.212 OI | | | | 1.79 6.500 0.92 0.70 0.214 OI | | | | 1.80 6.583 0.93 0.71 0.216 OI | | | | 1.81 6.667 0.93 0.71 0.217 OI | | | | 1.82 6.750 0.94 0.72 0.219 OI | | | | 1.83 6.833 0.94 0.73 0.220 |O | | | | 1.84 6.917 0.95 0.73 0.222 |O | | | | 1.85 7.000 0.95 0.74 0.223 |O | | | | 1.86 7.083 0.96 0.75 0.224 |O | | | | 1.87 7.167 0.96 0.75 0.226 |O | | | | 1.88 7.250 0.97 0.76 0.227 |O | | | | 1.89 7.333 0.97 0.77 0.229 |O | | | | 1.90 7.417 0.98 0.77 0.230 |O | | | | 1.91 7.500 0.98 0.78 0.232 |O | | | | 1.92 7.583 0.99 0.79 0.233 |O | | | | 1.93 7.667 0.99 0.79 0.234 |O | | | | 1.94 7.750 1.00 0.80 0.236 |O | | | | 1.95 7.833 1.00 0.80 0.237 |O | | | | 1.96 7.917 1.01 0.81 0.238 |O | | | | 1.97 8.000 1.02 0.82 0.240 |O | | | | 1.98 8.083 1.02 0.82 0.241 |O | | | | 1.99 8.167 1.03 0.83 0.243 |O | | | | 1.99 8.250 1.03 0.84 0.244 |O | | | | 2.00 8.333 1.04 0.84 0.245 |O | | | | 2.01 8.417 1.05 0.85 0.247 |O | | | | 2.02 8.500 1.05 0.85 0.248 |O | | | | 2.03 8.583 1.06 0.86 0.249 |O | | | | 2.04 8.667 1.07 0.87 0.251 |O | | | | 2.05 8.750 1.07 0.87 0.252 |O | | | | 2.06 8.833 1.08 0.88 0.254 |O | | | | 2.07 8.917 1.09 0.89 0.255 |O | | | | 2.08 9.000 1.09 0.89 0.256 |O | | | | 2.09 9.083 1.10 0.90 0.258 |O | | | | 2.10 9.167 1.11 0.90 0.259 |O | | | | 2.11 9.250 1.12 0.91 0.261 |O | | | | 2.12 9.333 1.12 0.92 0.262 |O | | | | 2.13 9.417 1.13 0.92 0.263 |O | | | | 2.14 9.500 1.14 0.93 0.265 |O | | | | 2.15 9.583 1.15 0.94 0.266 |O | | | | 2.16 9.667 1.16 0.94 0.268 |O | | | | 2.17 9.750 1.16 0.95 0.269 |O | | | | 2.18 9.833 1.17 0.96 0.271 |O | | | | 2.19 9.917 1.18 0.96 0.272 |O | | | | 2.20 10.000 1.19 0.97 0.274 |O | | | | 2.21 10.083 1.20 0.98 0.275 |O | | | | 2.22 10.167 1.21 0.98 0.277 |O | | | | 2.23 10.250 1.22 0.99 0.278 |O | | | | 2.24 10.333 1.23 1.00 0.280 |O | | | | 2.25 10.417 1.24 1.01 0.281 |O | | | | 2.26 10.500 1.25 1.01 0.283 |O | | | | 2.27 10.583 1.26 1.02 0.285 |O | | | | 2.28 10.667 1.27 1.03 0.286 |O | | | | 2.29 10.750 1.28 1.04 0.288 |O | | | | 2.30 10.833 1.29 1.04 0.290 |O | | | | 2.32 10.917 1.30 1.05 0.291 |O | | | | 2.33 11.000 1.31 1.06 0.293 |O | | | | 2.34 11.083 1.33 1.07 0.295 |O | | | | 2.35 11.167 1.34 1.08 0.297 |O | | | | 2.36 11.250 1.35 1.08 0.299 |O | | | | 2.38 11.333 1.36 1.09 0.300 |O | | | | 2.39 11.417 1.38 1.10 0.302 |O | | | | 2.40 11.500 1.39 1.11 0.304 |O | | | | 2.41 11.583 1.41 1.12 0.306 |O | | | | 2.43 11.667 1.42 1.13 0.308 |O | | | | 2.44 11.750 1.44 1.14 0.310 |O | | | | 2.46 11.833 1.45 1.15 0.312 |O | | | | 2.47 11.917 1.47 1.16 0.314 |OI | | | | 2.48 12.000 1.48 1.17 0.317 |OI | | | | 2.50 12.083 1.51 1.18 0.319 |OI | | | | 2.51 12.167 1.58 1.19 0.321 |OI | | | | 2.53 12.250 1.68 1.20 0.324 |OI | | | | 2.55 12.333 1.74 1.22 0.328 |OI | | | | 2.58 12.417 1.78 1.23 0.331 |OI | | | | 2.60 12.500 1.80 1.25 0.335 |OI | | | | 2.63 12.583 1.82 1.27 0.339 |OI | | | | 2.65 12.667 1.85 1.29 0.343 |OI | | | | 2.68 12.750 1.87 1.30 0.347 |OI | | | | 2.71 12.833 1.89 1.32 0.351 |OI | | | | 2.73 12.917 1.92 1.34 0.355 |OI | | | | 2.76 13.000 1.94 1.36 0.359 |OI | | | | 2.79 13.083 1.97 1.38 0.363 |OI | | | | 2.81 13.167 1.99 1.39 0.367 |OI | | | | 2.84 13.250 2.02 1.41 0.371 |OI | | | | 2.87 13.333 2.05 1.43 0.375 |OI | | | | 2.90 13.417 2.08 1.45 0.379 |OI | | | | 2.93 13.500 2.11 1.47 0.384 | O | | | | 2.96 13.583 2.15 1.49 0.388 | O | | | | 2.99 13.667 2.18 1.53 0.393 | OI | | | | 3.01 13.750 2.22 1.57 0.397 | OI | | | | 3.04 13.833 2.26 1.61 0.402 | OI | | | | 3.06 13.917 2.30 1.66 0.406 | OI | | | | 3.08 14.000 2.34 1.70 0.411 | OI | | | | 3.11 14.083 2.39 1.74 0.415 | OI | | | | 3.13 14.167 2.44 1.78 0.419 | OI | | | | 3.15 14.250 2.49 1.83 0.424 | OI | | | | 3.18 14.333 2.54 1.87 0.429 | OI | | | | 3.20 14.417 2.60 1.92 0.433 | OI | | | | 3.22 14.500 2.67 1.96 0.438 | OI | | | | 3.25 14.583 2.73 2.01 0.443 | OI | | | | 3.27 14.667 2.81 2.06 0.448 | OI | | | | 3.30 14.750 2.89 2.11 0.453 | OI | | | | 3.33 14.833 2.97 2.16 0.459 | O I | | | | 3.36 14.917 3.07 2.22 0.464 | OI | | | | 3.38 15.000 3.17 2.28 0.470 | OI | | | | 3.42 15.083 3.29 2.34 0.477 | OI | | | | 3.45 15.167 3.41 2.40 0.484 | OI | | | | 3.48 15.250 3.56 2.47 0.491 | OI | | | | 3.52 15.333 3.72 2.55 0.499 | O I | | | | 3.56 15.417 3.88 2.63 0.507 | O I | | | | 3.60 15.500 3.89 2.71 0.515 | O I | | | | 3.65 15.583 3.84 2.78 0.523 | O I | | | | 3.69 15.667 3.99 2.86 0.531 | O I | | | | 3.73 15.750 4.36 2.94 0.539 | O I | | | | 3.77 15.833 4.94 3.05 0.551 | O I | | | | 3.83 15.917 5.84 3.20 0.566 | O I | | | 3.91 16.000 7.42 3.42 0.589 | O | I | | | 4.03 16.083 11.35 3.81 0.629 | O | I| | | 4.24 16.167 19.79 4.75 0.707 | O | | | I | 4.68 16.250 23.24 6.58 0.816 | |O | | I 5.43 16.333 14.81 7.95 0.897 | | O | I | | 5.98 16.417 8.18 8.24 0.920 | | O | | | 6.24 16.500 5.34 8.12 0.910 | I| O | | | 6.12 16.583 4.65 7.83 0.890 | I | O | | | 5.93 16.667 3.88 7.44 0.867 | I | O | | | 5.77 16.750 3.55 7.03 0.842 | I |O | | | 5.61 16.833 3.27 6.64 0.819 | I |O | | | 5.45 16.917 3.06 6.26 0.796 | I O | | | 5.29 17.000 2.88 5.90 0.775 | I O | | | 5.15 17.083 2.73 5.56 0.755 | I O| | | | 5.01 17.167 2.60 5.24 0.736 | I O| | | | 4.88 17.250 2.48 4.94 0.718 | I O | | | | 4.76 17.333 2.38 4.67 0.702 | I O | | | | 4.65 17.417 2.29 4.41 0.687 | I O | | | | 4.55 17.500 2.21 4.23 0.673 | I O | | | | 4.46 17.583 2.14 4.10 0.659 | I O | | | | 4.39 17.667 2.08 3.97 0.646 | I O | | | | 4.32 17.750 2.02 3.84 0.633 | I O | | | | 4.26 17.833 1.96 3.72 0.620 | I O | | | | 4.19 17.917 1.91 3.61 0.609 | I O | | | | 4.13 18.000 1.86 3.50 0.597 | I O | | | | 4.07 18.083 1.81 3.39 0.586 | I O | | | | 4.01 18.167 1.71 3.29 0.575 | I O | | | | 3.96 18.250 1.59 3.18 0.564 | I O | | | | 3.90 18.333 1.52 3.08 0.553 | I O | | | | 3.85 18.417 1.47 2.98 0.543 | I O | | | | 3.79 18.500 1.43 2.88 0.533 |I O | | | | 3.74 18.583 1.40 2.78 0.523 |I O | | | | 3.69 18.667 1.38 2.69 0.514 |I O | | | | 3.64 18.750 1.35 2.61 0.505 |I O | | | | 3.59 18.833 1.32 2.53 0.496 |I O | | | | 3.55 18.917 1.30 2.45 0.488 |I O | | | | 3.51 19.000 1.28 2.37 0.480 |I O | | | | 3.47 19.083 1.26 2.30 0.473 |I O | | | | 3.43 19.167 1.24 2.23 0.466 |I O | | | | 3.39 19.250 1.22 2.17 0.459 |IO | | | | 3.36 19.333 1.20 2.11 0.453 |IO | | | | 3.33 19.417 1.18 2.05 0.447 |IO | | | | 3.29 19.500 1.16 1.99 0.441 |IO | | | | 3.26 19.583 1.15 1.94 0.435 |IO | | | | 3.23 19.667 1.13 1.89 0.430 |IO | | | | 3.21 19.750 1.11 1.84 0.425 |IO | | | | 3.18 19.833 1.10 1.79 0.420 |IO | | | | 3.16 19.917 1.09 1.75 0.415 |IO | | | | 3.13 20.000 1.07 1.70 0.411 |IO | | | | 3.11 20.083 1.06 1.66 0.407 |IO | | | | 3.09 20.167 1.05 1.62 0.403 |IO | | | | 3.07 20.250 1.03 1.58 0.399 |IO | | | | 3.05 20.333 1.02 1.55 0.395 |IO | | | | 3.03 20.417 1.01 1.51 0.392 |IO | | | | 3.01 20.500 1.00 1.49 0.388 |IO | | | | 2.99 20.583 0.99 1.48 0.385 |IO | | | | 2.96 20.667 0.98 1.46 0.381 |IO | | | | 2.94 20.750 0.97 1.45 0.378 |O | | | | 2.92 20.833 0.96 1.43 0.375 |O | | | | 2.90 20.917 0.95 1.42 0.371 |O | | | | 2.87 21.000 0.94 1.40 0.368 |O | | | | 2.85 21.083 0.93 1.39 0.365 |O | | | | 2.83 21.167 0.92 1.37 0.362 |O | | | | 2.81 21.250 0.91 1.36 0.359 |O | | | | 2.79 21.333 0.90 1.34 0.356 |O | | | | 2.77 21.417 0.89 1.33 0.353 |O | | | | 2.75 21.500 0.89 1.32 0.350 |O | | | | 2.73 21.583 0.88 1.30 0.347 |O | | | | 2.71 21.667 0.87 1.29 0.344 |O | | | | 2.69 21.750 0.86 1.28 0.341 |O | | | | 2.67 21.833 0.85 1.26 0.338 |O | | | | 2.65 21.917 0.85 1.25 0.335 |O | | | | 2.63 22.000 0.84 1.24 0.333 |O | | | | 2.61 22.083 0.83 1.23 0.330 |O | | | | 2.59 22.167 0.83 1.21 0.327 |O | | | | 2.57 22.250 0.82 1.20 0.325 |O | | | | 2.55 22.333 0.81 1.19 0.322 |O | | | | 2.54 22.417 0.81 1.18 0.319 |O | | | | 2.52 22.500 0.80 1.17 0.317 |O | | | | 2.50 22.583 0.80 1.16 0.314 |O | | | | 2.48 22.667 0.79 1.14 0.312 |O | | | | 2.47 22.750 0.78 1.13 0.309 |O | | | | 2.45 22.833 0.78 1.12 0.307 |O | | | | 2.43 22.917 0.77 1.11 0.305 |O | | | | 2.42 23.000 0.77 1.10 0.302 |O | | | | 2.40 23.083 0.76 1.09 0.300 |O | | | | 2.39 23.167 0.76 1.08 0.298 |O | | | | 2.37 23.250 0.75 1.07 0.296 |O | | | | 2.36 23.333 0.75 1.06 0.293 |O | | | | 2.34 23.417 0.74 1.05 0.291 |O | | | | 2.33 23.500 0.74 1.04 0.289 |O | | | | 2.31 23.583 0.73 1.03 0.287 |O | | | | 2.30 23.667 0.73 1.02 0.285 |O | | | | 2.28 23.750 0.72 1.01 0.283 IO | | | | 2.27 23.833 0.72 1.00 0.281 IO | | | | 2.26 23.917 0.71 1.00 0.279 IO | | | | 2.24 24.000 0.71 0.99 0.277 IO | | | | 2.23 24.083 0.67 0.98 0.275 IO | | | | 2.22 24.167 0.49 0.97 0.272 IO | | | | 2.20 24.250 0.21 0.95 0.268 IO | | | | 2.17 24.333 0.07 0.92 0.263 IO | | | | 2.13 24.417 0.02 0.89 0.257 IO | | | | 2.09 24.500 0.01 0.87 0.251 IO | | | | 2.05 24.583 0.00 0.84 0.245 IO | | | | 2.01 24.667 0.00 0.81 0.239 IO | | | | 1.97 24.750 0.00 0.79 0.234 IO | | | | 1.93 24.833 0.00 0.77 0.228 IO | | | | 1.90 24.917 0.00 0.74 0.223 IO | | | | 1.86 25.000 0.00 0.72 0.218 O | | | | 1.83 25.083 0.00 0.70 0.213 O | | | | 1.80 25.167 0.00 0.68 0.209 O | | | | 1.76 25.250 0.00 0.65 0.204 O | | | | 1.73 25.333 0.00 0.63 0.200 O | | | | 1.70 25.417 0.00 0.61 0.195 O | | | | 1.67 25.500 0.00 0.60 0.191 O | | | | 1.64 25.583 0.00 0.58 0.187 O | | | | 1.62 25.667 0.00 0.56 0.183 O | | | | 1.59 25.750 0.00 0.54 0.179 O | | | | 1.56 25.833 0.00 0.53 0.176 O | | | | 1.54 25.917 0.00 0.51 0.172 O | | | | 1.51 26.000 0.00 0.50 0.169 O | | | | 1.49 26.083 0.00 0.49 0.165 O | | | | 1.46 26.167 0.00 0.48 0.162 O | | | | 1.43 26.250 0.00 0.47 0.159 O | | | | 1.40 26.333 0.00 0.46 0.155 O | | | | 1.37 26.417 0.00 0.45 0.152 O | | | | 1.34 26.500 0.00 0.44 0.149 O | | | | 1.32 26.583 0.00 0.43 0.146 O | | | | 1.29 26.667 0.00 0.42 0.143 O | | | | 1.27 26.750 0.00 0.41 0.141 O | | | | 1.24 26.833 0.00 0.41 0.138 O | | | | 1.22 26.917 0.00 0.40 0.135 O | | | | 1.19 27.000 0.00 0.39 0.132 O | | | | 1.17 27.083 0.00 0.38 0.130 O | | | | 1.14 27.167 0.00 0.37 0.127 O | | | | 1.12 27.250 0.00 0.37 0.124 O | | | | 1.10 27.333 0.00 0.36 0.122 O | | | | 1.08 27.417 0.00 0.35 0.119 O | | | | 1.05 27.500 0.00 0.34 0.117 O | | | | 1.03 27.583 0.00 0.34 0.115 O | | | | 1.01 27.667 0.00 0.33 0.112 O | | | | 0.99 27.750 0.00 0.32 0.110 O | | | | 0.97 27.833 0.00 0.32 0.108 O | | | | 0.95 27.917 0.00 0.31 0.106 O | | | | 0.93 28.000 0.00 0.31 0.104 O | | | | 0.92 28.083 0.00 0.30 0.102 O | | | | 0.90 28.167 0.00 0.29 0.100 O | | | | 0.88 28.250 0.00 0.29 0.098 O | | | | 0.86 28.333 0.00 0.28 0.096 O | | | | 0.84 28.417 0.00 0.28 0.094 O | | | | 0.83 28.500 0.00 0.27 0.092 O | | | | 0.81 28.583 0.00 0.26 0.090 O | | | | 0.79 28.667 0.00 0.26 0.088 O | | | | 0.78 28.750 0.00 0.25 0.086 O | | | | 0.76 28.833 0.00 0.25 0.085 O | | | | 0.75 28.917 0.00 0.24 0.083 O | | | | 0.73 29.000 0.00 0.24 0.081 O | | | | 0.72 29.083 0.00 0.23 0.080 O | | | | 0.70 29.167 0.00 0.23 0.078 O | | | | 0.69 29.250 0.00 0.23 0.077 O | | | | 0.68 29.333 0.00 0.22 0.075 O | | | | 0.66 29.417 0.00 0.22 0.073 O | | | | 0.65 29.500 0.00 0.21 0.072 O | | | | 0.64 29.583 0.00 0.21 0.071 O | | | | 0.62 29.667 0.00 0.20 0.069 O | | | | 0.61 29.750 0.00 0.20 0.068 O | | | | 0.60 29.833 0.00 0.20 0.066 O | | | | 0.59 29.917 0.00 0.19 0.065 O | | | | 0.57 30.000 0.00 0.19 0.064 O | | | | 0.56 30.083 0.00 0.18 0.062 O | | | | 0.55 30.167 0.00 0.18 0.061 O | | | | 0.54 30.250 0.00 0.18 0.060 O | | | | 0.53 30.333 0.00 0.17 0.059 O | | | | 0.52 30.417 0.00 0.17 0.058 O | | | | 0.51 30.500 0.00 0.17 0.056 O | | | | 0.50 30.583 0.00 0.16 0.055 O | | | | 0.49 30.667 0.00 0.16 0.054 O | | | | 0.48 30.750 0.00 0.16 0.053 O | | | | 0.47 30.833 0.00 0.15 0.052 O | | | | 0.46 30.917 0.00 0.15 0.051 O | | | | 0.45 31.000 0.00 0.15 0.050 O | | | | 0.44 31.083 0.00 0.14 0.049 O | | | | 0.43 31.167 0.00 0.14 0.048 O | | | | 0.42 31.250 0.00 0.14 0.047 O | | | | 0.42 31.333 0.00 0.14 0.046 O | | | | 0.41 31.417 0.00 0.13 0.045 O | | | | 0.40 31.500 0.00 0.13 0.044 O | | | | 0.39 31.583 0.00 0.13 0.043 O | | | | 0.38 31.667 0.00 0.13 0.043 O | | | | 0.38 31.750 0.00 0.12 0.042 O | | | | 0.37 31.833 0.00 0.12 0.041 O | | | | 0.36 31.917 0.00 0.12 0.040 O | | | | 0.35 32.000 0.00 0.12 0.039 O | | | | 0.35 32.083 0.00 0.11 0.038 O | | | | 0.34 32.167 0.00 0.11 0.038 O | | | | 0.33 32.250 0.00 0.11 0.037 O | | | | 0.33 32.333 0.00 0.11 0.036 O | | | | 0.32 32.417 0.00 0.10 0.035 O | | | | 0.31 32.500 0.00 0.10 0.035 O | | | | 0.31 32.583 0.00 0.10 0.034 O | | | | 0.30 32.667 0.00 0.10 0.033 O | | | | 0.29 32.750 0.00 0.10 0.033 O | | | | 0.29 32.833 0.00 0.09 0.032 O | | | | 0.28 32.917 0.00 0.09 0.031 O | | | | 0.28 33.000 0.00 0.09 0.031 O | | | | 0.27 33.083 0.00 0.09 0.030 O | | | | 0.27 33.167 0.00 0.09 0.030 O | | | | 0.26 33.250 0.00 0.09 0.029 O | | | | 0.26 33.333 0.00 0.08 0.028 O | | | | 0.25 33.417 0.00 0.08 0.028 O | | | | 0.25 33.500 0.00 0.08 0.027 O | | | | 0.24 33.583 0.00 0.08 0.027 O | | | | 0.24 33.667 0.00 0.08 0.026 O | | | | 0.23 33.750 0.00 0.08 0.026 O | | | | 0.23 33.833 0.00 0.07 0.025 O | | | | 0.22 33.917 0.00 0.07 0.025 O | | | | 0.22 34.000 0.00 0.07 0.024 O | | | | 0.21 34.083 0.00 0.07 0.024 O | | | | 0.21 34.167 0.00 0.07 0.023 O | | | | 0.20 34.250 0.00 0.07 0.023 O | | | | 0.20 34.333 0.00 0.07 0.022 O | | | | 0.20 34.417 0.00 0.06 0.022 O | | | | 0.19 34.500 0.00 0.06 0.021 O | | | | 0.19 34.583 0.00 0.06 0.021 O | | | | 0.18 34.667 0.00 0.06 0.021 O | | | | 0.18 34.750 0.00 0.06 0.020 O | | | | 0.18 34.833 0.00 0.06 0.020 O | | | | 0.17 34.917 0.00 0.06 0.019 O | | | | 0.17 35.000 0.00 0.06 0.019 O | | | | 0.17 35.083 0.00 0.05 0.019 O | | | | 0.16 35.167 0.00 0.05 0.018 O | | | | 0.16 35.250 0.00 0.05 0.018 O | | | | 0.16 35.333 0.00 0.05 0.017 O | | | | 0.15 35.417 0.00 0.05 0.017 O | | | | 0.15 35.500 0.00 0.05 0.017 O | | | | 0.15 35.583 0.00 0.05 0.016 O | | | | 0.14 35.667 0.00 0.05 0.016 O | | | | 0.14 35.750 0.00 0.05 0.016 O | | | | 0.14 35.833 0.00 0.05 0.015 O | | | | 0.14 35.917 0.00 0.04 0.015 O | | | | 0.13 36.000 0.00 0.04 0.015 O | | | | 0.13 36.083 0.00 0.04 0.015 O | | | | 0.13 36.167 0.00 0.04 0.014 O | | | | 0.13 36.250 0.00 0.04 0.014 O | | | | 0.12 36.333 0.00 0.04 0.014 O | | | | 0.12 36.417 0.00 0.04 0.013 O | | | | 0.12 36.500 0.00 0.04 0.013 O | | | | 0.12 36.583 0.00 0.04 0.013 O | | | | 0.11 36.667 0.00 0.04 0.013 O | | | | 0.11 36.750 0.00 0.04 0.012 O | | | | 0.11 36.833 0.00 0.04 0.012 O | | | | 0.11 36.917 0.00 0.03 0.012 O | | | | 0.10 37.000 0.00 0.03 0.012 O | | | | 0.10 37.083 0.00 0.03 0.011 O | | | | 0.10 37.167 0.00 0.03 0.011 O | | | | 0.10 37.250 0.00 0.03 0.011 O | | | | 0.10 37.333 0.00 0.03 0.011 O | | | | 0.09 37.417 0.00 0.03 0.011 O | | | | 0.09 37.500 0.00 0.03 0.010 O | | | | 0.09 37.583 0.00 0.03 0.010 O | | | | 0.09 37.667 0.00 0.03 0.010 O | | | | 0.09 37.750 0.00 0.03 0.010 O | | | | 0.09 37.833 0.00 0.03 0.009 O | | | | 0.08 37.917 0.00 0.03 0.009 O | | | | 0.08 38.000 0.00 0.03 0.009 O | | | | 0.08 38.083 0.00 0.03 0.009 O | | | | 0.08 38.167 0.00 0.03 0.009 O | | | | 0.08 38.250 0.00 0.03 0.009 O | | | | 0.08 38.333 0.00 0.02 0.008 O | | | | 0.07 38.417 0.00 0.02 0.008 O | | | | 0.07 38.500 0.00 0.02 0.008 O | | | | 0.07 38.583 0.00 0.02 0.008 O | | | | 0.07 38.667 0.00 0.02 0.008 O | | | | 0.07 38.750 0.00 0.02 0.008 O | | | | 0.07 38.833 0.00 0.02 0.007 O | | | | 0.07 38.917 0.00 0.02 0.007 O | | | | 0.06 39.000 0.00 0.02 0.007 O | | | | 0.06 39.083 0.00 0.02 0.007 O | | | | 0.06 39.167 0.00 0.02 0.007 O | | | | 0.06 39.250 0.00 0.02 0.007 O | | | | 0.06 39.333 0.00 0.02 0.007 O | | | | 0.06 39.417 0.00 0.02 0.006 O | | | | 0.06 39.500 0.00 0.02 0.006 O | | | | 0.06 39.583 0.00 0.02 0.006 O | | | | 0.05 39.667 0.00 0.02 0.006 O | | | | 0.05 39.750 0.00 0.02 0.006 O | | | | 0.05 39.833 0.00 0.02 0.006 O | | | | 0.05 39.917 0.00 0.02 0.006 O | | | | 0.05 40.000 0.00 0.02 0.006 O | | | | 0.05 40.083 0.00 0.02 0.005 O | | | | 0.05 40.167 0.00 0.02 0.005 O | | | | 0.05 40.250 0.00 0.02 0.005 O | | | | 0.05 40.333 0.00 0.02 0.005 O | | | | 0.05 40.417 0.00 0.01 0.005 O | | | | 0.04 40.500 0.00 0.01 0.005 O | | | | 0.04 40.583 0.00 0.01 0.005 O | | | | 0.04 40.667 0.00 0.01 0.005 O | | | | 0.04 40.750 0.00 0.01 0.005 O | | | | 0.04 40.833 0.00 0.01 0.005 O | | | | 0.04 40.917 0.00 0.01 0.004 O | | | | 0.04 41.000 0.00 0.01 0.004 O | | | | 0.04 41.083 0.00 0.01 0.004 O | | | | 0.04 41.167 0.00 0.01 0.004 O | | | | 0.04 41.250 0.00 0.01 0.004 O | | | | 0.04 41.333 0.00 0.01 0.004 O | | | | 0.04 41.417 0.00 0.01 0.004 O | | | | 0.04 41.500 0.00 0.01 0.004 O | | | | 0.03 41.583 0.00 0.01 0.004 O | | | | 0.03 41.667 0.00 0.01 0.004 O | | | | 0.03 41.750 0.00 0.01 0.004 O | | | | 0.03 41.833 0.00 0.01 0.004 O | | | | 0.03 41.917 0.00 0.01 0.004 O | | | | 0.03 42.000 0.00 0.01 0.003 O | | | | 0.03 42.083 0.00 0.01 0.003 O | | | | 0.03 42.167 0.00 0.01 0.003 O | | | | 0.03 42.250 0.00 0.01 0.003 O | | | | 0.03 42.333 0.00 0.01 0.003 O | | | | 0.03 42.417 0.00 0.01 0.003 O | | | | 0.03 42.500 0.00 0.01 0.003 O | | | | 0.03 42.583 0.00 0.01 0.003 O | | | | 0.03 42.667 0.00 0.01 0.003 O | | | | 0.03 42.750 0.00 0.01 0.003 O | | | | 0.03 42.833 0.00 0.01 0.003 O | | | | 0.02 42.917 0.00 0.01 0.003 O | | | | 0.02 43.000 0.00 0.01 0.003 O | | | | 0.02 43.083 0.00 0.01 0.003 O | | | | 0.02 43.167 0.00 0.01 0.003 O | | | | 0.02 43.250 0.00 0.01 0.003 O | | | | 0.02 43.333 0.00 0.01 0.002 O | | | | 0.02 43.417 0.00 0.01 0.002 O | | | | 0.02 43.500 0.00 0.01 0.002 O | | | | 0.02 43.583 0.00 0.01 0.002 O | | | | 0.02 43.667 0.00 0.01 0.002 O | | | | 0.02 43.750 0.00 0.01 0.002 O | | | | 0.02 43.833 0.00 0.01 0.002 O | | | | 0.02 43.917 0.00 0.01 0.002 O | | | | 0.02 44.000 0.00 0.01 0.002 O | | | | 0.02 44.083 0.00 0.01 0.002 O | | | | 0.02 44.167 0.00 0.01 0.002 O | | | | 0.02 44.250 0.00 0.01 0.002 O | | | | 0.02 44.333 0.00 0.01 0.002 O | | | | 0.02 44.417 0.00 0.01 0.002 O | | | | 0.02 44.500 0.00 0.01 0.002 O | | | | 0.02 44.583 0.00 0.01 0.002 O | | | | 0.02 44.667 0.00 0.01 0.002 O | | | | 0.02 44.750 0.00 0.01 0.002 O | | | | 0.02 44.833 0.00 0.01 0.002 O | | | | 0.02 44.917 0.00 0.00 0.002 O | | | | 0.01 45.000 0.00 0.00 0.002 O | | | | 0.01 45.083 0.00 0.00 0.002 O | | | | 0.01 45.167 0.00 0.00 0.002 O | | | | 0.01 45.250 0.00 0.00 0.002 O | | | | 0.01 45.333 0.00 0.00 0.002 O | | | | 0.01 45.417 0.00 0.00 0.002 O | | | | 0.01 45.500 0.00 0.00 0.001 O | | | | 0.01 45.583 0.00 0.00 0.001 O | | | | 0.01 45.667 0.00 0.00 0.001 O | | | | 0.01 45.750 0.00 0.00 0.001 O | | | | 0.01 45.833 0.00 0.00 0.001 O | | | | 0.01 45.917 0.00 0.00 0.001 O | | | | 0.01 46.000 0.00 0.00 0.001 O | | | | 0.01 46.083 0.00 0.00 0.001 O | | | | 0.01 46.167 0.00 0.00 0.001 O | | | | 0.01 46.250 0.00 0.00 0.001 O | | | | 0.01 46.333 0.00 0.00 0.001 O | | | | 0.01 46.417 0.00 0.00 0.001 O | | | | 0.01 46.500 0.00 0.00 0.001 O | | | | 0.01 46.583 0.00 0.00 0.001 O | | | | 0.01 46.667 0.00 0.00 0.001 O | | | | 0.01 46.750 0.00 0.00 0.001 O | | | | 0.01 46.833 0.00 0.00 0.001 O | | | | 0.01 46.917 0.00 0.00 0.001 O | | | | 0.01 47.000 0.00 0.00 0.001 O | | | | 0.01 47.083 0.00 0.00 0.001 O | | | | 0.01 47.167 0.00 0.00 0.001 O | | | | 0.01 47.250 0.00 0.00 0.001 O | | | | 0.01 47.333 0.00 0.00 0.001 O | | | | 0.01 47.417 0.00 0.00 0.001 O | | | | 0.01 47.500 0.00 0.00 0.001 O | | | | 0.01 47.583 0.00 0.00 0.001 O | | | | 0.01 47.667 0.00 0.00 0.001 O | | | | 0.01 47.750 0.00 0.00 0.001 O | | | | 0.01 47.833 0.00 0.00 0.001 O | | | | 0.01 47.917 0.00 0.00 0.001 O | | | | 0.01 48.000 0.00 0.00 0.001 O | | | | 0.01 48.083 0.00 0.00 0.001 O | | | | 0.01 48.167 0.00 0.00 0.001 O | | | | 0.01 48.250 0.00 0.00 0.001 O | | | | 0.01 48.333 0.00 0.00 0.001 O | | | | 0.01 48.417 0.00 0.00 0.001 O | | | | 0.01 48.500 0.00 0.00 0.001 O | | | | 0.01 48.583 0.00 0.00 0.001 O | | | | 0.01 48.667 0.00 0.00 0.001 O | | | | 0.01 48.750 0.00 0.00 0.001 O | | | | 0.01 48.833 0.00 0.00 0.001 O | | | | 0.01 48.917 0.00 0.00 0.001 O | | | | 0.01 49.000 0.00 0.00 0.001 O | | | | 0.01 49.083 0.00 0.00 0.001 O | | | | 0.01 49.167 0.00 0.00 0.001 O | | | | 0.01 49.250 0.00 0.00 0.001 O | | | | 0.01 49.333 0.00 0.00 0.001 O | | | | 0.01 49.417 0.00 0.00 0.001 O | | | | 0.01 49.500 0.00 0.00 0.001 O | | | | 0.00 49.583 0.00 0.00 0.001 O | | | | 0.00 49.667 0.00 0.00 0.001 O | | | | 0.00 49.750 0.00 0.00 0.001 O | | | | 0.00 49.833 0.00 0.00 0.001 O | | | | 0.00 49.917 0.00 0.00 0.001 O | | | | 0.00 50.000 0.00 0.00 0.000 O | | | | 0.00 50.083 0.00 0.00 0.000 O | | | | 0.00 50.167 0.00 0.00 0.000 O | | | | 0.00 50.250 0.00 0.00 0.000 O | | | | 0.00 50.333 0.00 0.00 0.000 O | | | | 0.00 50.417 0.00 0.00 0.000 O | | | | 0.00 50.500 0.00 0.00 0.000 O | | | | 0.00 50.583 0.00 0.00 0.000 O | | | | 0.00 50.667 0.00 0.00 0.000 O | | | | 0.00 50.750 0.00 0.00 0.000 O | | | | 0.00 50.833 0.00 0.00 0.000 O | | | | 0.00 50.917 0.00 0.00 0.000 O | | | | 0.00 51.000 0.00 0.00 0.000 O | | | | 0.00 51.083 0.00 0.00 0.000 O | | | | 0.00 51.167 0.00 0.00 0.000 O | | | | 0.00 51.250 0.00 0.00 0.000 O | | | | 0.00 51.333 0.00 0.00 0.000 O | | | | 0.00 51.417 0.00 0.00 0.000 O | | | | 0.00 51.500 0.00 0.00 0.000 O | | | | 0.00 51.583 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 619 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 8.236 (CFS) Total volume = 3.255 (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 *********************************************************************** -------------------------------------------------------------------- FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018 Study date: 07/01/23 --------------------------------------------------------------------- CHAMBER ROUTING CONCO INDUSTRIAL 25-YR STORM EVENT -------------------------------------------------------------------- Program License Serial Number 6484 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CON1.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 294 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 18.007 (CFS) Total volume = 2.584 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 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 = 0.00 (Ft.) Initial basin storage = 0.00 (Ac.Ft) Initial basin outflow = 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 1.500 0.170 0.500 0.168 0.172 3.000 0.390 1.500 0.385 0.395 4.500 0.680 4.300 0.665 0.695 6.000 0.900 8.000 0.872 0.928 6.700 0.960 8.700 0.930 0.990 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Graph values: 'I'= unit inflow; 'O'=outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth (Hours) (CFS) (CFS) (Ac.Ft) .0 4.5 9.00 13.51 18.01 (Ft.) 0.083 0.03 0.00 0.000 O | | | | 0.00 Flood Routing Analysis: Developed Condition (25 yr Storm Event) 0.167 0.18 0.00 0.001 O | | | | 0.01 0.250 0.40 0.01 0.003 O | | | | 0.02 0.333 0.51 0.02 0.006 O | | | | 0.05 0.417 0.55 0.03 0.009 O | | | | 0.08 0.500 0.56 0.04 0.013 O | | | | 0.11 0.583 0.57 0.05 0.016 OI | | | | 0.14 0.667 0.57 0.06 0.020 OI | | | | 0.18 0.750 0.57 0.07 0.023 OI | | | | 0.21 0.833 0.57 0.08 0.027 OI | | | | 0.24 0.917 0.57 0.09 0.030 OI | | | | 0.27 1.000 0.57 0.10 0.034 OI | | | | 0.30 1.083 0.58 0.11 0.037 OI | | | | 0.32 1.167 0.58 0.12 0.040 OI | | | | 0.35 1.250 0.58 0.13 0.043 OI | | | | 0.38 1.333 0.58 0.14 0.046 OI | | | | 0.41 1.417 0.58 0.14 0.049 OI | | | | 0.43 1.500 0.59 0.15 0.052 OI | | | | 0.46 1.583 0.59 0.16 0.055 OI | | | | 0.49 1.667 0.59 0.17 0.058 OI | | | | 0.51 1.750 0.59 0.18 0.061 OI | | | | 0.54 1.833 0.59 0.19 0.064 OI | | | | 0.56 1.917 0.60 0.20 0.067 OI | | | | 0.59 2.000 0.60 0.20 0.069 OI | | | | 0.61 2.083 0.60 0.21 0.072 OI | | | | 0.64 2.167 0.60 0.22 0.075 OI | | | | 0.66 2.250 0.60 0.23 0.077 OI | | | | 0.68 2.333 0.61 0.23 0.080 OI | | | | 0.70 2.417 0.61 0.24 0.082 OI | | | | 0.73 2.500 0.61 0.25 0.085 OI | | | | 0.75 2.583 0.61 0.26 0.087 OI | | | | 0.77 2.667 0.61 0.26 0.090 OI | | | | 0.79 2.750 0.62 0.27 0.092 OI | | | | 0.81 2.833 0.62 0.28 0.094 OI | | | | 0.83 2.917 0.62 0.28 0.097 OI | | | | 0.85 3.000 0.62 0.29 0.099 OI | | | | 0.87 3.083 0.62 0.30 0.101 OI | | | | 0.89 3.167 0.63 0.30 0.104 OI | | | | 0.91 3.250 0.63 0.31 0.106 OI | | | | 0.93 3.333 0.63 0.32 0.108 OI | | | | 0.95 3.417 0.63 0.32 0.110 OI | | | | 0.97 3.500 0.64 0.33 0.112 OI | | | | 0.99 3.583 0.64 0.34 0.114 OI | | | | 1.01 3.667 0.64 0.34 0.116 OI | | | | 1.03 3.750 0.64 0.35 0.118 OI | | | | 1.04 3.833 0.65 0.35 0.120 OI | | | | 1.06 3.917 0.65 0.36 0.122 OI | | | | 1.08 4.000 0.65 0.37 0.124 OI | | | | 1.10 4.083 0.65 0.37 0.126 OI | | | | 1.11 4.167 0.66 0.38 0.128 OI | | | | 1.13 4.250 0.66 0.38 0.130 OI | | | | 1.15 4.333 0.66 0.39 0.132 OI | | | | 1.17 4.417 0.66 0.39 0.134 OI | | | | 1.18 4.500 0.67 0.40 0.136 OI | | | | 1.20 4.583 0.67 0.40 0.138 OI | | | | 1.21 4.667 0.67 0.41 0.139 OI | | | | 1.23 4.750 0.67 0.42 0.141 OI | | | | 1.25 4.833 0.68 0.42 0.143 OI | | | | 1.26 4.917 0.68 0.43 0.145 OI | | | | 1.28 5.000 0.68 0.43 0.146 OI | | | | 1.29 5.083 0.69 0.44 0.148 OI | | | | 1.31 5.167 0.69 0.44 0.150 OI | | | | 1.32 5.250 0.69 0.45 0.152 OI | | | | 1.34 5.333 0.69 0.45 0.153 OI | | | | 1.35 5.417 0.70 0.46 0.155 OI | | | | 1.37 5.500 0.70 0.46 0.157 OI | | | | 1.38 5.583 0.70 0.47 0.158 OI | | | | 1.40 5.667 0.71 0.47 0.160 OI | | | | 1.41 5.750 0.71 0.47 0.161 OI | | | | 1.42 5.833 0.71 0.48 0.163 OI | | | | 1.44 5.917 0.72 0.48 0.165 OI | | | | 1.45 6.000 0.72 0.49 0.166 OI | | | | 1.47 6.083 0.72 0.49 0.168 OI | | | | 1.48 6.167 0.73 0.50 0.169 OI | | | | 1.50 6.250 0.73 0.50 0.171 OI | | | | 1.51 6.333 0.73 0.51 0.173 OI | | | | 1.52 6.417 0.74 0.52 0.174 OI | | | | 1.53 6.500 0.74 0.53 0.176 OI | | | | 1.54 6.583 0.74 0.53 0.177 OI | | | | 1.55 6.667 0.75 0.54 0.178 OI | | | | 1.56 6.750 0.75 0.54 0.180 OI | | | | 1.57 6.833 0.75 0.55 0.181 OI | | | | 1.58 6.917 0.76 0.56 0.183 OI | | | | 1.59 7.000 0.76 0.56 0.184 |O | | | | 1.60 7.083 0.77 0.57 0.185 |O | | | | 1.60 7.167 0.77 0.58 0.187 |O | | | | 1.61 7.250 0.77 0.58 0.188 |O | | | | 1.62 7.333 0.78 0.59 0.189 |O | | | | 1.63 7.417 0.78 0.59 0.191 |O | | | | 1.64 7.500 0.79 0.60 0.192 |O | | | | 1.65 7.583 0.79 0.61 0.193 |O | | | | 1.66 7.667 0.79 0.61 0.195 |O | | | | 1.67 7.750 0.80 0.62 0.196 |O | | | | 1.68 7.833 0.80 0.62 0.197 |O | | | | 1.68 7.917 0.81 0.63 0.198 |O | | | | 1.69 8.000 0.81 0.63 0.200 |O | | | | 1.70 8.083 0.82 0.64 0.201 |O | | | | 1.71 8.167 0.82 0.65 0.202 |O | | | | 1.72 8.250 0.83 0.65 0.203 |O | | | | 1.73 8.333 0.83 0.66 0.204 |O | | | | 1.73 8.417 0.84 0.66 0.206 |O | | | | 1.74 8.500 0.84 0.67 0.207 |O | | | | 1.75 8.583 0.85 0.67 0.208 |O | | | | 1.76 8.667 0.85 0.68 0.209 |O | | | | 1.77 8.750 0.86 0.68 0.210 |O | | | | 1.78 8.833 0.86 0.69 0.212 |O | | | | 1.78 8.917 0.87 0.69 0.213 |O | | | | 1.79 9.000 0.87 0.70 0.214 |O | | | | 1.80 9.083 0.88 0.71 0.215 |O | | | | 1.81 9.167 0.89 0.71 0.216 |O | | | | 1.82 9.250 0.89 0.72 0.218 |O | | | | 1.82 9.333 0.90 0.72 0.219 |O | | | | 1.83 9.417 0.90 0.73 0.220 |O | | | | 1.84 9.500 0.91 0.73 0.221 |O | | | | 1.85 9.583 0.92 0.74 0.222 |O | | | | 1.86 9.667 0.92 0.74 0.224 |O | | | | 1.87 9.750 0.93 0.75 0.225 |O | | | | 1.87 9.833 0.94 0.76 0.226 |O | | | | 1.88 9.917 0.94 0.76 0.227 |O | | | | 1.89 10.000 0.95 0.77 0.229 |O | | | | 1.90 10.083 0.96 0.77 0.230 |O | | | | 1.91 10.167 0.97 0.78 0.231 |O | | | | 1.92 10.250 0.97 0.78 0.233 |O | | | | 1.93 10.333 0.98 0.79 0.234 |O | | | | 1.94 10.417 0.99 0.80 0.235 |O | | | | 1.94 10.500 1.00 0.80 0.237 |O | | | | 1.95 10.583 1.01 0.81 0.238 |O | | | | 1.96 10.667 1.01 0.81 0.239 |O | | | | 1.97 10.750 1.02 0.82 0.241 |O | | | | 1.98 10.833 1.03 0.83 0.242 |O | | | | 1.99 10.917 1.04 0.83 0.243 |O | | | | 2.00 11.000 1.05 0.84 0.245 |O | | | | 2.01 11.083 1.06 0.85 0.246 |O | | | | 2.02 11.167 1.07 0.85 0.248 |O | | | | 2.03 11.250 1.08 0.86 0.249 |O | | | | 2.04 11.333 1.09 0.87 0.251 |O | | | | 2.05 11.417 1.10 0.87 0.252 |O | | | | 2.06 11.500 1.11 0.88 0.254 |O | | | | 2.07 11.583 1.12 0.89 0.255 |O | | | | 2.08 11.667 1.13 0.90 0.257 |OI | | | | 2.09 11.750 1.15 0.90 0.259 |OI | | | | 2.11 11.833 1.16 0.91 0.260 |OI | | | | 2.12 11.917 1.17 0.92 0.262 |OI | | | | 2.13 12.000 1.18 0.93 0.264 |OI | | | | 2.14 12.083 1.21 0.94 0.266 |OI | | | | 2.15 12.167 1.27 0.94 0.268 |OI | | | | 2.17 12.250 1.36 0.96 0.270 |OI | | | | 2.18 12.333 1.42 0.97 0.273 |OI | | | | 2.20 12.417 1.45 0.98 0.276 |OI | | | | 2.23 12.500 1.47 1.00 0.280 |OI | | | | 2.25 12.583 1.48 1.01 0.283 |OI | | | | 2.27 12.667 1.50 1.03 0.286 |OI | | | | 2.29 12.750 1.52 1.04 0.289 |OI | | | | 2.31 12.833 1.54 1.06 0.293 |OI | | | | 2.34 12.917 1.56 1.07 0.296 |OI | | | | 2.36 13.000 1.58 1.09 0.299 |OI | | | | 2.38 13.083 1.60 1.10 0.303 |OI | | | | 2.40 13.167 1.62 1.12 0.306 |OI | | | | 2.43 13.250 1.64 1.13 0.310 | O | | | | 2.45 13.333 1.66 1.15 0.313 | O | | | | 2.48 13.417 1.69 1.17 0.317 | O | | | | 2.50 13.500 1.71 1.18 0.320 | OI | | | | 2.52 13.583 1.74 1.20 0.324 | OI | | | | 2.55 13.667 1.77 1.22 0.328 | OI | | | | 2.57 13.750 1.79 1.23 0.331 | OI | | | | 2.60 13.833 1.82 1.25 0.335 | OI | | | | 2.63 13.917 1.86 1.27 0.339 | OI | | | | 2.65 14.000 1.89 1.29 0.343 | OI | | | | 2.68 14.083 1.93 1.31 0.348 | OI | | | | 2.71 14.167 1.96 1.33 0.352 | OI | | | | 2.74 14.250 2.01 1.35 0.356 | OI | | | | 2.77 14.333 2.05 1.37 0.361 | OI | | | | 2.80 14.417 2.09 1.39 0.366 | OI | | | | 2.84 14.500 2.14 1.41 0.371 | OI | | | | 2.87 14.583 2.20 1.44 0.376 | OI | | | | 2.90 14.667 2.25 1.46 0.381 | O I | | | | 2.94 14.750 2.32 1.49 0.387 | O I | | | | 2.98 14.833 2.38 1.53 0.393 | O I | | | | 3.01 14.917 2.46 1.58 0.399 | O I | | | | 3.04 15.000 2.54 1.64 0.405 | O I | | | | 3.08 15.083 2.63 1.70 0.411 | OI | | | | 3.11 15.167 2.72 1.76 0.417 | OI | | | | 3.14 15.250 2.84 1.83 0.424 | O I | | | | 3.18 15.333 2.96 1.90 0.431 | O I | | | | 3.21 15.417 3.08 1.97 0.439 | O I | | | | 3.25 15.500 3.05 2.04 0.446 | O I | | | | 3.29 15.583 2.97 2.10 0.453 | O I | | | | 3.32 15.667 3.07 2.16 0.459 | O I | | | | 3.36 15.750 3.34 2.23 0.466 | O I | | | | 3.39 15.833 3.77 2.32 0.474 | O I | | | | 3.44 15.917 4.45 2.43 0.486 | O I| | | | 3.50 16.000 5.68 2.60 0.504 | O | I | | | 3.59 16.083 8.78 2.90 0.535 | O | I| | | 3.75 16.167 15.46 3.49 0.596 | O | | | I | 4.07 16.250 18.01 4.38 0.684 | O| | | I 4.53 16.333 11.24 5.50 0.751 | |O | I | | 4.99 16.417 6.15 5.85 0.772 | | O | | | 5.13 16.500 4.07 5.77 0.767 | I| O | | | 5.09 16.583 3.62 5.56 0.755 | I |O | | | 5.01 16.667 3.06 5.31 0.740 | I |O | | | 4.91 16.750 2.81 5.05 0.725 | I O | | | 4.81 16.833 2.61 4.80 0.710 | I O | | | 4.70 16.917 2.45 4.55 0.695 | I O | | | 4.60 17.000 2.30 4.31 0.681 | I O| | | | 4.50 17.083 2.19 4.17 0.667 | I O| | | | 4.43 17.167 2.08 4.04 0.653 | I O| | | | 4.36 17.250 2.00 3.91 0.640 | I O | | | | 4.29 17.333 1.92 3.79 0.627 | I O | | | | 4.23 17.417 1.85 3.66 0.614 | I O | | | | 4.16 17.500 1.79 3.55 0.602 | I O | | | | 4.10 17.583 1.73 3.43 0.590 | I O | | | | 4.03 17.667 1.68 3.32 0.579 | I O | | | | 3.98 17.750 1.63 3.21 0.567 | I O | | | | 3.92 17.833 1.59 3.11 0.557 | I O | | | | 3.86 17.917 1.55 3.01 0.546 | I O | | | | 3.81 18.000 1.51 2.92 0.537 | I O | | | | 3.76 18.083 1.47 2.82 0.527 | I O | | | | 3.71 18.167 1.39 2.73 0.518 | I O | | | | 3.66 18.250 1.28 2.64 0.508 | I O | | | | 3.61 18.333 1.21 2.55 0.499 | I O | | | | 3.56 18.417 1.17 2.47 0.490 | I O | | | | 3.52 18.500 1.14 2.38 0.481 | I O | | | | 3.47 18.583 1.12 2.30 0.473 |I O | | | | 3.43 18.667 1.10 2.22 0.465 |I O | | | | 3.39 18.750 1.08 2.15 0.457 |I O | | | | 3.35 18.833 1.06 2.08 0.450 |I O | | | | 3.31 18.917 1.04 2.01 0.443 |I O | | | | 3.28 19.000 1.02 1.95 0.437 |I O | | | | 3.24 19.083 1.00 1.89 0.430 |I O | | | | 3.21 19.167 0.99 1.83 0.425 |I O | | | | 3.18 19.250 0.97 1.78 0.419 |I O | | | | 3.15 19.333 0.96 1.73 0.413 |I O | | | | 3.12 19.417 0.94 1.68 0.408 |IO | | | | 3.09 19.500 0.93 1.63 0.403 |IO | | | | 3.07 19.583 0.91 1.58 0.399 |IO | | | | 3.04 19.667 0.90 1.54 0.394 |IO | | | | 3.02 19.750 0.89 1.50 0.390 |IO | | | | 3.00 19.833 0.88 1.48 0.386 |IO | | | | 2.97 19.917 0.87 1.46 0.381 |IO | | | | 2.94 20.000 0.86 1.44 0.377 |IO | | | | 2.91 20.083 0.85 1.42 0.373 |IO | | | | 2.89 20.167 0.84 1.41 0.369 |IO | | | | 2.86 20.250 0.83 1.39 0.366 |IO | | | | 2.83 20.333 0.82 1.37 0.362 |IO | | | | 2.81 20.417 0.81 1.35 0.358 |IO | | | | 2.78 20.500 0.80 1.34 0.354 |IO | | | | 2.76 20.583 0.79 1.32 0.350 |IO | | | | 2.73 20.667 0.78 1.30 0.347 |IO | | | | 2.71 20.750 0.77 1.29 0.343 |IO | | | | 2.68 20.833 0.76 1.27 0.340 |IO | | | | 2.66 20.917 0.76 1.26 0.336 |IO | | | | 2.63 21.000 0.75 1.24 0.333 |IO | | | | 2.61 21.083 0.74 1.23 0.330 |IO | | | | 2.59 21.167 0.74 1.21 0.326 |IO | | | | 2.57 21.250 0.73 1.20 0.323 |IO | | | | 2.54 21.333 0.72 1.18 0.320 |IO | | | | 2.52 21.417 0.71 1.17 0.317 |IO | | | | 2.50 21.500 0.71 1.15 0.314 |IO | | | | 2.48 21.583 0.70 1.14 0.311 |IO | | | | 2.46 21.667 0.70 1.13 0.308 |O | | | | 2.44 21.750 0.69 1.11 0.305 |O | | | | 2.42 21.833 0.68 1.10 0.302 |O | | | | 2.40 21.917 0.68 1.09 0.299 |O | | | | 2.38 22.000 0.67 1.07 0.296 |O | | | | 2.36 22.083 0.67 1.06 0.293 |O | | | | 2.34 22.167 0.66 1.05 0.291 |O | | | | 2.32 22.250 0.66 1.04 0.288 |O | | | | 2.31 22.333 0.65 1.02 0.285 |O | | | | 2.29 22.417 0.65 1.01 0.283 |O | | | | 2.27 22.500 0.64 1.00 0.280 |O | | | | 2.25 22.583 0.64 0.99 0.278 |O | | | | 2.24 22.667 0.63 0.98 0.276 |O | | | | 2.22 22.750 0.63 0.97 0.273 |O | | | | 2.20 22.833 0.62 0.96 0.271 |O | | | | 2.19 22.917 0.62 0.95 0.269 |O | | | | 2.17 23.000 0.61 0.94 0.266 |O | | | | 2.16 23.083 0.61 0.93 0.264 |O | | | | 2.14 23.167 0.61 0.92 0.262 |O | | | | 2.13 23.250 0.60 0.91 0.260 |O | | | | 2.11 23.333 0.60 0.90 0.258 |O | | | | 2.10 23.417 0.59 0.89 0.256 |O | | | | 2.08 23.500 0.59 0.88 0.254 |O | | | | 2.07 23.583 0.59 0.87 0.252 |O | | | | 2.06 23.667 0.58 0.86 0.250 |O | | | | 2.04 23.750 0.58 0.85 0.248 |O | | | | 2.03 23.833 0.58 0.85 0.246 |O | | | | 2.02 23.917 0.57 0.84 0.244 |O | | | | 2.01 24.000 0.57 0.83 0.242 |O | | | | 1.99 24.083 0.54 0.82 0.240 IO | | | | 1.98 24.167 0.39 0.81 0.238 IO | | | | 1.96 24.250 0.16 0.79 0.234 IO | | | | 1.94 24.333 0.05 0.77 0.230 IO | | | | 1.91 24.417 0.01 0.75 0.225 IO | | | | 1.87 24.500 0.01 0.73 0.220 IO | | | | 1.84 24.583 0.00 0.70 0.215 IO | | | | 1.81 24.667 0.00 0.68 0.210 IO | | | | 1.77 24.750 0.00 0.66 0.205 IO | | | | 1.74 24.833 0.00 0.64 0.201 IO | | | | 1.71 24.917 0.00 0.62 0.197 IO | | | | 1.68 25.000 0.00 0.60 0.192 IO | | | | 1.65 25.083 0.00 0.58 0.188 IO | | | | 1.62 25.167 0.00 0.57 0.184 IO | | | | 1.60 25.250 0.00 0.55 0.181 O | | | | 1.57 25.333 0.00 0.53 0.177 O | | | | 1.55 25.417 0.00 0.51 0.173 O | | | | 1.52 25.500 0.00 0.50 0.170 O | | | | 1.50 25.583 0.00 0.49 0.166 O | | | | 1.47 25.667 0.00 0.48 0.163 O | | | | 1.44 25.750 0.00 0.47 0.160 O | | | | 1.41 25.833 0.00 0.46 0.157 O | | | | 1.38 25.917 0.00 0.45 0.153 O | | | | 1.35 26.000 0.00 0.44 0.150 O | | | | 1.33 26.083 0.00 0.43 0.147 O | | | | 1.30 26.167 0.00 0.42 0.144 O | | | | 1.27 26.250 0.00 0.42 0.141 O | | | | 1.25 26.333 0.00 0.41 0.139 O | | | | 1.22 26.417 0.00 0.40 0.136 O | | | | 1.20 26.500 0.00 0.39 0.133 O | | | | 1.17 26.583 0.00 0.38 0.130 O | | | | 1.15 26.667 0.00 0.38 0.128 O | | | | 1.13 26.750 0.00 0.37 0.125 O | | | | 1.11 26.833 0.00 0.36 0.123 O | | | | 1.08 26.917 0.00 0.35 0.120 O | | | | 1.06 27.000 0.00 0.35 0.118 O | | | | 1.04 27.083 0.00 0.34 0.116 O | | | | 1.02 27.167 0.00 0.33 0.113 O | | | | 1.00 27.250 0.00 0.33 0.111 O | | | | 0.98 27.333 0.00 0.32 0.109 O | | | | 0.96 27.417 0.00 0.31 0.107 O | | | | 0.94 27.500 0.00 0.31 0.104 O | | | | 0.92 27.583 0.00 0.30 0.102 O | | | | 0.90 27.667 0.00 0.29 0.100 O | | | | 0.88 27.750 0.00 0.29 0.098 O | | | | 0.87 27.833 0.00 0.28 0.096 O | | | | 0.85 27.917 0.00 0.28 0.094 O | | | | 0.83 28.000 0.00 0.27 0.092 O | | | | 0.82 28.083 0.00 0.27 0.091 O | | | | 0.80 28.167 0.00 0.26 0.089 O | | | | 0.78 28.250 0.00 0.26 0.087 O | | | | 0.77 28.333 0.00 0.25 0.085 O | | | | 0.75 28.417 0.00 0.25 0.084 O | | | | 0.74 28.500 0.00 0.24 0.082 O | | | | 0.72 28.583 0.00 0.24 0.080 O | | | | 0.71 28.667 0.00 0.23 0.079 O | | | | 0.69 28.750 0.00 0.23 0.077 O | | | | 0.68 28.833 0.00 0.22 0.075 O | | | | 0.67 28.917 0.00 0.22 0.074 O | | | | 0.65 29.000 0.00 0.21 0.072 O | | | | 0.64 29.083 0.00 0.21 0.071 O | | | | 0.63 29.167 0.00 0.20 0.070 O | | | | 0.61 29.250 0.00 0.20 0.068 O | | | | 0.60 29.333 0.00 0.20 0.067 O | | | | 0.59 29.417 0.00 0.19 0.066 O | | | | 0.58 29.500 0.00 0.19 0.064 O | | | | 0.57 29.583 0.00 0.19 0.063 O | | | | 0.56 29.667 0.00 0.18 0.062 O | | | | 0.54 29.750 0.00 0.18 0.060 O | | | | 0.53 29.833 0.00 0.17 0.059 O | | | | 0.52 29.917 0.00 0.17 0.058 O | | | | 0.51 30.000 0.00 0.17 0.057 O | | | | 0.50 30.083 0.00 0.16 0.056 O | | | | 0.49 30.167 0.00 0.16 0.055 O | | | | 0.48 30.250 0.00 0.16 0.053 O | | | | 0.47 30.333 0.00 0.15 0.052 O | | | | 0.46 30.417 0.00 0.15 0.051 O | | | | 0.45 30.500 0.00 0.15 0.050 O | | | | 0.44 30.583 0.00 0.15 0.049 O | | | | 0.44 30.667 0.00 0.14 0.048 O | | | | 0.43 30.750 0.00 0.14 0.047 O | | | | 0.42 30.833 0.00 0.14 0.046 O | | | | 0.41 30.917 0.00 0.13 0.045 O | | | | 0.40 31.000 0.00 0.13 0.045 O | | | | 0.39 31.083 0.00 0.13 0.044 O | | | | 0.39 31.167 0.00 0.13 0.043 O | | | | 0.38 31.250 0.00 0.12 0.042 O | | | | 0.37 31.333 0.00 0.12 0.041 O | | | | 0.36 31.417 0.00 0.12 0.040 O | | | | 0.36 31.500 0.00 0.12 0.039 O | | | | 0.35 31.583 0.00 0.11 0.039 O | | | | 0.34 31.667 0.00 0.11 0.038 O | | | | 0.33 31.750 0.00 0.11 0.037 O | | | | 0.33 31.833 0.00 0.11 0.036 O | | | | 0.32 31.917 0.00 0.10 0.036 O | | | | 0.31 32.000 0.00 0.10 0.035 O | | | | 0.31 32.083 0.00 0.10 0.034 O | | | | 0.30 32.167 0.00 0.10 0.034 O | | | | 0.30 32.250 0.00 0.10 0.033 O | | | | 0.29 32.333 0.00 0.09 0.032 O | | | | 0.28 32.417 0.00 0.09 0.032 O | | | | 0.28 32.500 0.00 0.09 0.031 O | | | | 0.27 32.583 0.00 0.09 0.030 O | | | | 0.27 32.667 0.00 0.09 0.030 O | | | | 0.26 32.750 0.00 0.09 0.029 O | | | | 0.26 32.833 0.00 0.08 0.029 O | | | | 0.25 32.917 0.00 0.08 0.028 O | | | | 0.25 33.000 0.00 0.08 0.027 O | | | | 0.24 33.083 0.00 0.08 0.027 O | | | | 0.24 33.167 0.00 0.08 0.026 O | | | | 0.23 33.250 0.00 0.08 0.026 O | | | | 0.23 33.333 0.00 0.07 0.025 O | | | | 0.22 33.417 0.00 0.07 0.025 O | | | | 0.22 33.500 0.00 0.07 0.024 O | | | | 0.21 33.583 0.00 0.07 0.024 O | | | | 0.21 33.667 0.00 0.07 0.023 O | | | | 0.21 33.750 0.00 0.07 0.023 O | | | | 0.20 33.833 0.00 0.07 0.022 O | | | | 0.20 33.917 0.00 0.06 0.022 O | | | | 0.19 34.000 0.00 0.06 0.021 O | | | | 0.19 34.083 0.00 0.06 0.021 O | | | | 0.19 34.167 0.00 0.06 0.021 O | | | | 0.18 34.250 0.00 0.06 0.020 O | | | | 0.18 34.333 0.00 0.06 0.020 O | | | | 0.17 34.417 0.00 0.06 0.019 O | | | | 0.17 34.500 0.00 0.06 0.019 O | | | | 0.17 34.583 0.00 0.05 0.019 O | | | | 0.16 34.667 0.00 0.05 0.018 O | | | | 0.16 34.750 0.00 0.05 0.018 O | | | | 0.16 34.833 0.00 0.05 0.018 O | | | | 0.15 34.917 0.00 0.05 0.017 O | | | | 0.15 35.000 0.00 0.05 0.017 O | | | | 0.15 35.083 0.00 0.05 0.017 O | | | | 0.15 35.167 0.00 0.05 0.016 O | | | | 0.14 35.250 0.00 0.05 0.016 O | | | | 0.14 35.333 0.00 0.05 0.016 O | | | | 0.14 35.417 0.00 0.04 0.015 O | | | | 0.13 35.500 0.00 0.04 0.015 O | | | | 0.13 35.583 0.00 0.04 0.015 O | | | | 0.13 35.667 0.00 0.04 0.014 O | | | | 0.13 35.750 0.00 0.04 0.014 O | | | | 0.12 35.833 0.00 0.04 0.014 O | | | | 0.12 35.917 0.00 0.04 0.013 O | | | | 0.12 36.000 0.00 0.04 0.013 O | | | | 0.12 36.083 0.00 0.04 0.013 O | | | | 0.11 36.167 0.00 0.04 0.013 O | | | | 0.11 36.250 0.00 0.04 0.012 O | | | | 0.11 36.333 0.00 0.04 0.012 O | | | | 0.11 36.417 0.00 0.04 0.012 O | | | | 0.11 36.500 0.00 0.03 0.012 O | | | | 0.10 36.583 0.00 0.03 0.011 O | | | | 0.10 36.667 0.00 0.03 0.011 O | | | | 0.10 36.750 0.00 0.03 0.011 O | | | | 0.10 36.833 0.00 0.03 0.011 O | | | | 0.10 36.917 0.00 0.03 0.011 O | | | | 0.09 37.000 0.00 0.03 0.010 O | | | | 0.09 37.083 0.00 0.03 0.010 O | | | | 0.09 37.167 0.00 0.03 0.010 O | | | | 0.09 37.250 0.00 0.03 0.010 O | | | | 0.09 37.333 0.00 0.03 0.010 O | | | | 0.08 37.417 0.00 0.03 0.009 O | | | | 0.08 37.500 0.00 0.03 0.009 O | | | | 0.08 37.583 0.00 0.03 0.009 O | | | | 0.08 37.667 0.00 0.03 0.009 O | | | | 0.08 37.750 0.00 0.03 0.009 O | | | | 0.08 37.833 0.00 0.02 0.008 O | | | | 0.07 37.917 0.00 0.02 0.008 O | | | | 0.07 38.000 0.00 0.02 0.008 O | | | | 0.07 38.083 0.00 0.02 0.008 O | | | | 0.07 38.167 0.00 0.02 0.008 O | | | | 0.07 38.250 0.00 0.02 0.008 O | | | | 0.07 38.333 0.00 0.02 0.007 O | | | | 0.07 38.417 0.00 0.02 0.007 O | | | | 0.06 38.500 0.00 0.02 0.007 O | | | | 0.06 38.583 0.00 0.02 0.007 O | | | | 0.06 38.667 0.00 0.02 0.007 O | | | | 0.06 38.750 0.00 0.02 0.007 O | | | | 0.06 38.833 0.00 0.02 0.007 O | | | | 0.06 38.917 0.00 0.02 0.007 O | | | | 0.06 39.000 0.00 0.02 0.006 O | | | | 0.06 39.083 0.00 0.02 0.006 O | | | | 0.06 39.167 0.00 0.02 0.006 O | | | | 0.05 39.250 0.00 0.02 0.006 O | | | | 0.05 39.333 0.00 0.02 0.006 O | | | | 0.05 39.417 0.00 0.02 0.006 O | | | | 0.05 39.500 0.00 0.02 0.006 O | | | | 0.05 39.583 0.00 0.02 0.006 O | | | | 0.05 39.667 0.00 0.02 0.005 O | | | | 0.05 39.750 0.00 0.02 0.005 O | | | | 0.05 39.833 0.00 0.02 0.005 O | | | | 0.05 39.917 0.00 0.02 0.005 O | | | | 0.05 40.000 0.00 0.01 0.005 O | | | | 0.04 40.083 0.00 0.01 0.005 O | | | | 0.04 40.167 0.00 0.01 0.005 O | | | | 0.04 40.250 0.00 0.01 0.005 O | | | | 0.04 40.333 0.00 0.01 0.005 O | | | | 0.04 40.417 0.00 0.01 0.005 O | | | | 0.04 40.500 0.00 0.01 0.004 O | | | | 0.04 40.583 0.00 0.01 0.004 O | | | | 0.04 40.667 0.00 0.01 0.004 O | | | | 0.04 40.750 0.00 0.01 0.004 O | | | | 0.04 40.833 0.00 0.01 0.004 O | | | | 0.04 40.917 0.00 0.01 0.004 O | | | | 0.04 41.000 0.00 0.01 0.004 O | | | | 0.03 41.083 0.00 0.01 0.004 O | | | | 0.03 41.167 0.00 0.01 0.004 O | | | | 0.03 41.250 0.00 0.01 0.004 O | | | | 0.03 41.333 0.00 0.01 0.004 O | | | | 0.03 41.417 0.00 0.01 0.004 O | | | | 0.03 41.500 0.00 0.01 0.003 O | | | | 0.03 41.583 0.00 0.01 0.003 O | | | | 0.03 41.667 0.00 0.01 0.003 O | | | | 0.03 41.750 0.00 0.01 0.003 O | | | | 0.03 41.833 0.00 0.01 0.003 O | | | | 0.03 41.917 0.00 0.01 0.003 O | | | | 0.03 42.000 0.00 0.01 0.003 O | | | | 0.03 42.083 0.00 0.01 0.003 O | | | | 0.03 42.167 0.00 0.01 0.003 O | | | | 0.03 42.250 0.00 0.01 0.003 O | | | | 0.03 42.333 0.00 0.01 0.003 O | | | | 0.03 42.417 0.00 0.01 0.003 O | | | | 0.02 42.500 0.00 0.01 0.003 O | | | | 0.02 42.583 0.00 0.01 0.003 O | | | | 0.02 42.667 0.00 0.01 0.003 O | | | | 0.02 42.750 0.00 0.01 0.003 O | | | | 0.02 42.833 0.00 0.01 0.003 O | | | | 0.02 42.917 0.00 0.01 0.002 O | | | | 0.02 43.000 0.00 0.01 0.002 O | | | | 0.02 43.083 0.00 0.01 0.002 O | | | | 0.02 43.167 0.00 0.01 0.002 O | | | | 0.02 43.250 0.00 0.01 0.002 O | | | | 0.02 43.333 0.00 0.01 0.002 O | | | | 0.02 43.417 0.00 0.01 0.002 O | | | | 0.02 43.500 0.00 0.01 0.002 O | | | | 0.02 43.583 0.00 0.01 0.002 O | | | | 0.02 43.667 0.00 0.01 0.002 O | | | | 0.02 43.750 0.00 0.01 0.002 O | | | | 0.02 43.833 0.00 0.01 0.002 O | | | | 0.02 43.917 0.00 0.01 0.002 O | | | | 0.02 44.000 0.00 0.01 0.002 O | | | | 0.02 44.083 0.00 0.01 0.002 O | | | | 0.02 44.167 0.00 0.01 0.002 O | | | | 0.02 44.250 0.00 0.01 0.002 O | | | | 0.02 44.333 0.00 0.01 0.002 O | | | | 0.02 44.417 0.00 0.01 0.002 O | | | | 0.02 44.500 0.00 0.00 0.002 O | | | | 0.01 44.583 0.00 0.00 0.002 O | | | | 0.01 44.667 0.00 0.00 0.002 O | | | | 0.01 44.750 0.00 0.00 0.002 O | | | | 0.01 44.833 0.00 0.00 0.002 O | | | | 0.01 44.917 0.00 0.00 0.002 O | | | | 0.01 45.000 0.00 0.00 0.001 O | | | | 0.01 45.083 0.00 0.00 0.001 O | | | | 0.01 45.167 0.00 0.00 0.001 O | | | | 0.01 45.250 0.00 0.00 0.001 O | | | | 0.01 45.333 0.00 0.00 0.001 O | | | | 0.01 45.417 0.00 0.00 0.001 O | | | | 0.01 45.500 0.00 0.00 0.001 O | | | | 0.01 45.583 0.00 0.00 0.001 O | | | | 0.01 45.667 0.00 0.00 0.001 O | | | | 0.01 45.750 0.00 0.00 0.001 O | | | | 0.01 45.833 0.00 0.00 0.001 O | | | | 0.01 45.917 0.00 0.00 0.001 O | | | | 0.01 46.000 0.00 0.00 0.001 O | | | | 0.01 46.083 0.00 0.00 0.001 O | | | | 0.01 46.167 0.00 0.00 0.001 O | | | | 0.01 46.250 0.00 0.00 0.001 O | | | | 0.01 46.333 0.00 0.00 0.001 O | | | | 0.01 46.417 0.00 0.00 0.001 O | | | | 0.01 46.500 0.00 0.00 0.001 O | | | | 0.01 46.583 0.00 0.00 0.001 O | | | | 0.01 46.667 0.00 0.00 0.001 O | | | | 0.01 46.750 0.00 0.00 0.001 O | | | | 0.01 46.833 0.00 0.00 0.001 O | | | | 0.01 46.917 0.00 0.00 0.001 O | | | | 0.01 47.000 0.00 0.00 0.001 O | | | | 0.01 47.083 0.00 0.00 0.001 O | | | | 0.01 47.167 0.00 0.00 0.001 O | | | | 0.01 47.250 0.00 0.00 0.001 O | | | | 0.01 47.333 0.00 0.00 0.001 O | | | | 0.01 47.417 0.00 0.00 0.001 O | | | | 0.01 47.500 0.00 0.00 0.001 O | | | | 0.01 47.583 0.00 0.00 0.001 O | | | | 0.01 47.667 0.00 0.00 0.001 O | | | | 0.01 47.750 0.00 0.00 0.001 O | | | | 0.01 47.833 0.00 0.00 0.001 O | | | | 0.01 47.917 0.00 0.00 0.001 O | | | | 0.01 48.000 0.00 0.00 0.001 O | | | | 0.01 48.083 0.00 0.00 0.001 O | | | | 0.01 48.167 0.00 0.00 0.001 O | | | | 0.01 48.250 0.00 0.00 0.001 O | | | | 0.01 48.333 0.00 0.00 0.001 O | | | | 0.01 48.417 0.00 0.00 0.001 O | | | | 0.01 48.500 0.00 0.00 0.001 O | | | | 0.01 48.583 0.00 0.00 0.001 O | | | | 0.01 48.667 0.00 0.00 0.001 O | | | | 0.01 48.750 0.00 0.00 0.001 O | | | | 0.01 48.833 0.00 0.00 0.001 O | | | | 0.01 48.917 0.00 0.00 0.001 O | | | | 0.01 49.000 0.00 0.00 0.001 O | | | | 0.00 49.083 0.00 0.00 0.001 O | | | | 0.00 49.167 0.00 0.00 0.001 O | | | | 0.00 49.250 0.00 0.00 0.001 O | | | | 0.00 49.333 0.00 0.00 0.001 O | | | | 0.00 49.417 0.00 0.00 0.001 O | | | | 0.00 49.500 0.00 0.00 0.000 O | | | | 0.00 49.583 0.00 0.00 0.000 O | | | | 0.00 49.667 0.00 0.00 0.000 O | | | | 0.00 49.750 0.00 0.00 0.000 O | | | | 0.00 49.833 0.00 0.00 0.000 O | | | | 0.00 49.917 0.00 0.00 0.000 O | | | | 0.00 50.000 0.00 0.00 0.000 O | | | | 0.00 50.083 0.00 0.00 0.000 O | | | | 0.00 50.167 0.00 0.00 0.000 O | | | | 0.00 50.250 0.00 0.00 0.000 O | | | | 0.00 50.333 0.00 0.00 0.000 O | | | | 0.00 50.417 0.00 0.00 0.000 O | | | | 0.00 50.500 0.00 0.00 0.000 O | | | | 0.00 50.583 0.00 0.00 0.000 O | | | | 0.00 50.667 0.00 0.00 0.000 O | | | | 0.00 50.750 0.00 0.00 0.000 O | | | | 0.00 50.833 0.00 0.00 0.000 O | | | | 0.00 50.917 0.00 0.00 0.000 O | | | | 0.00 51.000 0.00 0.00 0.000 O | | | | 0.00 51.083 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 613 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 5.848 (CFS) Total volume = 2.584 (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 *********************************************************************** -------------------------------------------------------------------- FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018 Study date: 07/01/23 --------------------------------------------------------------------- CHAMBER ROUTING CONCO INDUSTRIAL 10-YR STORM EVENT -------------------------------------------------------------------- Program License Serial Number 6484 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CON1.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 294 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 14.597 (CFS) Total volume = 2.122 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 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 = 0.00 (Ft.) Initial basin storage = 0.00 (Ac.Ft) Initial basin outflow = 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 1.500 0.170 0.500 0.168 0.172 3.000 0.390 1.500 0.385 0.395 4.500 0.680 4.300 0.665 0.695 6.000 0.900 8.000 0.872 0.928 6.700 0.960 8.700 0.930 0.990 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Graph values: 'I'= unit inflow; 'O'=outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth (Hours) (CFS) (CFS) (Ac.Ft) .0 3.6 7.30 10.95 14.60 (Ft.) 0.083 0.02 0.00 0.000 O | | | | 0.00 Flood Routing Analysis: Developed Condition (10 yr Storm Event) 0.167 0.14 0.00 0.001 O | | | | 0.01 0.250 0.33 0.01 0.002 O | | | | 0.02 0.333 0.42 0.01 0.005 O | | | | 0.04 0.417 0.45 0.02 0.008 O | | | | 0.07 0.500 0.46 0.03 0.011 OI | | | | 0.09 0.583 0.46 0.04 0.013 OI | | | | 0.12 0.667 0.47 0.05 0.016 OI | | | | 0.14 0.750 0.47 0.06 0.019 OI | | | | 0.17 0.833 0.47 0.06 0.022 OI | | | | 0.19 0.917 0.47 0.07 0.025 OI | | | | 0.22 1.000 0.47 0.08 0.028 OI | | | | 0.24 1.083 0.47 0.09 0.030 OI | | | | 0.27 1.167 0.47 0.10 0.033 OI | | | | 0.29 1.250 0.48 0.10 0.035 OI | | | | 0.31 1.333 0.48 0.11 0.038 OI | | | | 0.33 1.417 0.48 0.12 0.040 OI | | | | 0.36 1.500 0.48 0.13 0.043 OI | | | | 0.38 1.583 0.48 0.13 0.045 OI | | | | 0.40 1.667 0.48 0.14 0.048 OI | | | | 0.42 1.750 0.49 0.15 0.050 OI | | | | 0.44 1.833 0.49 0.15 0.052 OI | | | | 0.46 1.917 0.49 0.16 0.055 OI | | | | 0.48 2.000 0.49 0.17 0.057 OI | | | | 0.50 2.083 0.49 0.17 0.059 OI | | | | 0.52 2.167 0.49 0.18 0.061 OI | | | | 0.54 2.250 0.50 0.19 0.063 OI | | | | 0.56 2.333 0.50 0.19 0.066 OI | | | | 0.58 2.417 0.50 0.20 0.068 OI | | | | 0.60 2.500 0.50 0.20 0.070 OI | | | | 0.61 2.583 0.50 0.21 0.072 OI | | | | 0.63 2.667 0.50 0.22 0.074 OI | | | | 0.65 2.750 0.51 0.22 0.076 OI | | | | 0.67 2.833 0.51 0.23 0.078 OI | | | | 0.68 2.917 0.51 0.23 0.079 OI | | | | 0.70 3.000 0.51 0.24 0.081 OI | | | | 0.72 3.083 0.51 0.24 0.083 OI | | | | 0.73 3.167 0.51 0.25 0.085 OI | | | | 0.75 3.250 0.52 0.26 0.087 OI | | | | 0.77 3.333 0.52 0.26 0.089 OI | | | | 0.78 3.417 0.52 0.27 0.090 OI | | | | 0.80 3.500 0.52 0.27 0.092 OI | | | | 0.81 3.583 0.52 0.28 0.094 OI | | | | 0.83 3.667 0.53 0.28 0.096 OI | | | | 0.84 3.750 0.53 0.29 0.097 OI | | | | 0.86 3.833 0.53 0.29 0.099 OI | | | | 0.87 3.917 0.53 0.30 0.101 OI | | | | 0.89 4.000 0.53 0.30 0.102 OI | | | | 0.90 4.083 0.54 0.31 0.104 OI | | | | 0.92 4.167 0.54 0.31 0.105 OI | | | | 0.93 4.250 0.54 0.31 0.107 OI | | | | 0.94 4.333 0.54 0.32 0.108 OI | | | | 0.96 4.417 0.54 0.32 0.110 OI | | | | 0.97 4.500 0.55 0.33 0.111 OI | | | | 0.98 4.583 0.55 0.33 0.113 OI | | | | 1.00 4.667 0.55 0.34 0.114 OI | | | | 1.01 4.750 0.55 0.34 0.116 OI | | | | 1.02 4.833 0.56 0.35 0.117 OI | | | | 1.04 4.917 0.56 0.35 0.119 OI | | | | 1.05 5.000 0.56 0.35 0.120 OI | | | | 1.06 5.083 0.56 0.36 0.122 OI | | | | 1.07 5.167 0.57 0.36 0.123 OI | | | | 1.09 5.250 0.57 0.37 0.124 OI | | | | 1.10 5.333 0.57 0.37 0.126 OI | | | | 1.11 5.417 0.57 0.37 0.127 OI | | | | 1.12 5.500 0.57 0.38 0.129 OI | | | | 1.13 5.583 0.58 0.38 0.130 OI | | | | 1.15 5.667 0.58 0.39 0.131 OI | | | | 1.16 5.750 0.58 0.39 0.133 OI | | | | 1.17 5.833 0.59 0.39 0.134 OI | | | | 1.18 5.917 0.59 0.40 0.135 OI | | | | 1.19 6.000 0.59 0.40 0.137 OI | | | | 1.20 6.083 0.59 0.41 0.138 OI | | | | 1.22 6.167 0.60 0.41 0.139 OI | | | | 1.23 6.250 0.60 0.41 0.140 OI | | | | 1.24 6.333 0.60 0.42 0.142 OI | | | | 1.25 6.417 0.60 0.42 0.143 OI | | | | 1.26 6.500 0.61 0.42 0.144 OI | | | | 1.27 6.583 0.61 0.43 0.145 OI | | | | 1.28 6.667 0.61 0.43 0.147 OI | | | | 1.29 6.750 0.62 0.44 0.148 OI | | | | 1.31 6.833 0.62 0.44 0.149 OI | | | | 1.32 6.917 0.62 0.44 0.150 OI | | | | 1.33 7.000 0.63 0.45 0.152 OI | | | | 1.34 7.083 0.63 0.45 0.153 OI | | | | 1.35 7.167 0.63 0.45 0.154 OI | | | | 1.36 7.250 0.64 0.46 0.155 |O | | | | 1.37 7.333 0.64 0.46 0.157 |O | | | | 1.38 7.417 0.64 0.46 0.158 |O | | | | 1.39 7.500 0.65 0.47 0.159 |O | | | | 1.40 7.583 0.65 0.47 0.160 |O | | | | 1.41 7.667 0.65 0.48 0.162 |O | | | | 1.43 7.750 0.66 0.48 0.163 |O | | | | 1.44 7.833 0.66 0.48 0.164 |O | | | | 1.45 7.917 0.66 0.49 0.165 |O | | | | 1.46 8.000 0.67 0.49 0.166 |O | | | | 1.47 8.083 0.67 0.49 0.168 |O | | | | 1.48 8.167 0.68 0.50 0.169 |O | | | | 1.49 8.250 0.68 0.50 0.170 |O | | | | 1.50 8.333 0.68 0.51 0.171 |O | | | | 1.51 8.417 0.69 0.51 0.173 |O | | | | 1.52 8.500 0.69 0.52 0.174 |O | | | | 1.53 8.583 0.70 0.52 0.175 |O | | | | 1.53 8.667 0.70 0.53 0.176 |O | | | | 1.54 8.750 0.70 0.53 0.177 |O | | | | 1.55 8.833 0.71 0.54 0.179 |O | | | | 1.56 8.917 0.71 0.54 0.180 |O | | | | 1.57 9.000 0.72 0.55 0.181 |O | | | | 1.57 9.083 0.72 0.55 0.182 |O | | | | 1.58 9.167 0.73 0.56 0.183 |O | | | | 1.59 9.250 0.73 0.57 0.184 |O | | | | 1.60 9.333 0.74 0.57 0.185 |O | | | | 1.61 9.417 0.74 0.58 0.187 |O | | | | 1.61 9.500 0.75 0.58 0.188 |O | | | | 1.62 9.583 0.75 0.59 0.189 |O | | | | 1.63 9.667 0.76 0.59 0.190 |O | | | | 1.64 9.750 0.76 0.60 0.191 |O | | | | 1.64 9.833 0.77 0.60 0.192 |O | | | | 1.65 9.917 0.78 0.61 0.194 |O | | | | 1.66 10.000 0.78 0.61 0.195 |O | | | | 1.67 10.083 0.79 0.62 0.196 |O | | | | 1.68 10.167 0.79 0.62 0.197 |O | | | | 1.68 10.250 0.80 0.63 0.198 |O | | | | 1.69 10.333 0.81 0.63 0.199 |O | | | | 1.70 10.417 0.81 0.64 0.201 |O | | | | 1.71 10.500 0.82 0.64 0.202 |O | | | | 1.72 10.583 0.83 0.65 0.203 |O | | | | 1.72 10.667 0.83 0.66 0.204 |O | | | | 1.73 10.750 0.84 0.66 0.205 |O | | | | 1.74 10.833 0.85 0.67 0.207 |O | | | | 1.75 10.917 0.85 0.67 0.208 |O | | | | 1.76 11.000 0.86 0.68 0.209 |O | | | | 1.77 11.083 0.87 0.68 0.210 |O | | | | 1.78 11.167 0.88 0.69 0.212 |O | | | | 1.78 11.250 0.89 0.70 0.213 |O | | | | 1.79 11.333 0.89 0.70 0.214 |O | | | | 1.80 11.417 0.90 0.71 0.216 |O | | | | 1.81 11.500 0.91 0.71 0.217 |O | | | | 1.82 11.583 0.92 0.72 0.218 |OI | | | | 1.83 11.667 0.93 0.73 0.220 |OI | | | | 1.84 11.750 0.94 0.73 0.221 |OI | | | | 1.85 11.833 0.95 0.74 0.223 |OI | | | | 1.86 11.917 0.96 0.75 0.224 |OI | | | | 1.87 12.000 0.97 0.75 0.226 |OI | | | | 1.88 12.083 0.99 0.76 0.227 |OI | | | | 1.89 12.167 1.05 0.77 0.229 |OI | | | | 1.90 12.250 1.14 0.78 0.231 |OI | | | | 1.92 12.333 1.19 0.79 0.234 |OI | | | | 1.93 12.417 1.21 0.80 0.237 |OI | | | | 1.95 12.500 1.23 0.82 0.239 |OI | | | | 1.97 12.583 1.24 0.83 0.242 |OI | | | | 1.99 12.667 1.26 0.84 0.245 |OI | | | | 2.01 12.750 1.27 0.85 0.248 |OI | | | | 2.03 12.833 1.29 0.87 0.251 |OI | | | | 2.05 12.917 1.30 0.88 0.254 |OI | | | | 2.07 13.000 1.32 0.89 0.257 |OI | | | | 2.09 13.083 1.34 0.91 0.260 |OI | | | | 2.11 13.167 1.35 0.92 0.263 | O | | | | 2.13 13.250 1.37 0.93 0.266 | OI | | | | 2.15 13.333 1.39 0.95 0.269 | OI | | | | 2.17 13.417 1.41 0.96 0.272 | OI | | | | 2.19 13.500 1.43 0.98 0.275 | OI | | | | 2.21 13.583 1.45 0.99 0.278 | OI | | | | 2.24 13.667 1.47 1.01 0.281 | OI | | | | 2.26 13.750 1.50 1.02 0.284 | OI | | | | 2.28 13.833 1.52 1.03 0.288 | OI | | | | 2.30 13.917 1.55 1.05 0.291 | OI | | | | 2.33 14.000 1.58 1.07 0.295 | OI | | | | 2.35 14.083 1.61 1.08 0.298 | OI | | | | 2.37 14.167 1.64 1.10 0.302 | OI | | | | 2.40 14.250 1.67 1.12 0.306 | OI | | | | 2.42 14.333 1.70 1.13 0.309 | OI | | | | 2.45 14.417 1.74 1.15 0.313 | OI | | | | 2.48 14.500 1.78 1.17 0.318 | OI | | | | 2.51 14.583 1.83 1.19 0.322 | O I | | | | 2.54 14.667 1.87 1.21 0.326 | O I | | | | 2.57 14.750 1.92 1.23 0.331 | O I | | | | 2.60 14.833 1.98 1.25 0.336 | O I | | | | 2.63 14.917 2.04 1.28 0.341 | O I | | | | 2.67 15.000 2.10 1.30 0.346 | O I | | | | 2.70 15.083 2.17 1.33 0.352 | O I | | | | 2.74 15.167 2.25 1.35 0.358 | O I | | | | 2.78 15.250 2.34 1.38 0.364 | O I | | | | 2.82 15.333 2.45 1.41 0.371 | O I | | | | 2.87 15.417 2.53 1.45 0.378 | O I | | | | 2.92 15.500 2.50 1.48 0.386 | O I | | | | 2.97 15.583 2.41 1.52 0.392 | O I | | | | 3.01 15.667 2.48 1.58 0.398 | O I | | | | 3.04 15.750 2.69 1.65 0.405 | O I | | | | 3.08 15.833 3.02 1.72 0.413 | O I | | | | 3.12 15.917 3.54 1.82 0.424 | O I| | | | 3.17 16.000 4.53 1.97 0.438 | O |I | | | 3.25 16.083 7.04 2.21 0.464 | O | I| | | 3.38 16.167 12.47 2.70 0.514 | O | | | I | 3.64 16.250 14.60 3.39 0.586 | O| | | I 4.02 16.333 9.15 3.94 0.643 | O | I | | 4.31 16.417 5.01 4.14 0.664 | |OI | | | 4.42 16.500 3.31 4.14 0.664 | I|O | | | 4.42 16.583 2.97 4.08 0.657 | I O | | | 4.38 16.667 2.52 3.99 0.648 | I O | | | 4.34 16.750 2.32 3.89 0.638 | I O | | | 4.28 16.833 2.16 3.79 0.627 | I O | | | 4.22 16.917 2.03 3.68 0.615 | I O | | | 4.17 17.000 1.91 3.57 0.604 | I O| | | | 4.11 17.083 1.82 3.46 0.593 | I O| | | | 4.05 17.167 1.74 3.35 0.582 | I O| | | | 3.99 17.250 1.66 3.24 0.571 | I O| | | | 3.93 17.333 1.60 3.14 0.560 | I O | | | | 3.88 17.417 1.54 3.04 0.549 | I O | | | | 3.82 17.500 1.49 2.94 0.539 | I O | | | | 3.77 17.583 1.45 2.85 0.529 | I O | | | | 3.72 17.667 1.41 2.75 0.520 | I O | | | | 3.67 17.750 1.37 2.67 0.511 | I O | | | | 3.62 17.833 1.33 2.58 0.502 | I O | | | | 3.58 17.917 1.30 2.50 0.494 | I O | | | | 3.54 18.000 1.27 2.42 0.485 | I O | | | | 3.49 18.083 1.23 2.35 0.478 | I O | | | | 3.45 18.167 1.16 2.27 0.470 | I O | | | | 3.41 18.250 1.06 2.20 0.462 | I O | | | | 3.37 18.333 1.00 2.12 0.454 | I O | | | | 3.33 18.417 0.96 2.05 0.447 | I O | | | | 3.29 18.500 0.94 1.98 0.439 | I O | | | | 3.26 18.583 0.92 1.91 0.433 | I O | | | | 3.22 18.667 0.90 1.85 0.426 |I O | | | | 3.19 18.750 0.88 1.78 0.419 |I O | | | | 3.15 18.833 0.87 1.73 0.413 |I O | | | | 3.12 18.917 0.85 1.67 0.408 |I O | | | | 3.09 19.000 0.84 1.62 0.402 |I O | | | | 3.06 19.083 0.82 1.57 0.397 |I O | | | | 3.04 19.167 0.81 1.52 0.392 |I O | | | | 3.01 19.250 0.80 1.49 0.387 |I O | | | | 2.98 19.333 0.79 1.47 0.382 |I O | | | | 2.95 19.417 0.77 1.44 0.378 |I O | | | | 2.92 19.500 0.76 1.42 0.373 |I O | | | | 2.88 19.583 0.75 1.40 0.369 |I O | | | | 2.85 19.667 0.74 1.38 0.364 |I O | | | | 2.82 19.750 0.73 1.36 0.360 |IO | | | | 2.79 19.833 0.72 1.34 0.355 |IO | | | | 2.76 19.917 0.71 1.32 0.351 |IO | | | | 2.74 20.000 0.70 1.30 0.347 |IO | | | | 2.71 20.083 0.69 1.29 0.343 |IO | | | | 2.68 20.167 0.69 1.27 0.339 |IO | | | | 2.65 20.250 0.68 1.25 0.335 |IO | | | | 2.62 20.333 0.67 1.23 0.331 |IO | | | | 2.60 20.417 0.66 1.21 0.327 |IO | | | | 2.57 20.500 0.66 1.20 0.323 |IO | | | | 2.55 20.583 0.65 1.18 0.320 |IO | | | | 2.52 20.667 0.64 1.16 0.316 |IO | | | | 2.50 20.750 0.63 1.15 0.313 |IO | | | | 2.47 20.833 0.63 1.13 0.309 |IO | | | | 2.45 20.917 0.62 1.12 0.306 |IO | | | | 2.42 21.000 0.62 1.10 0.302 |IO | | | | 2.40 21.083 0.61 1.09 0.299 |IO | | | | 2.38 21.167 0.60 1.07 0.296 |IO | | | | 2.36 21.250 0.60 1.06 0.292 |IO | | | | 2.33 21.333 0.59 1.04 0.289 |IO | | | | 2.31 21.417 0.59 1.03 0.286 |IO | | | | 2.29 21.500 0.58 1.01 0.283 |IO | | | | 2.27 21.583 0.58 1.00 0.280 |IO | | | | 2.25 21.667 0.57 0.99 0.277 |IO | | | | 2.23 21.750 0.57 0.98 0.275 |IO | | | | 2.21 21.833 0.56 0.96 0.272 |IO | | | | 2.19 21.917 0.56 0.95 0.269 |IO | | | | 2.18 22.000 0.55 0.94 0.266 |IO | | | | 2.16 22.083 0.55 0.93 0.264 |IO | | | | 2.14 22.167 0.54 0.91 0.261 |IO | | | | 2.12 22.250 0.54 0.90 0.259 |O | | | | 2.10 22.333 0.54 0.89 0.256 |O | | | | 2.09 22.417 0.53 0.88 0.254 |O | | | | 2.07 22.500 0.53 0.87 0.251 |O | | | | 2.05 22.583 0.52 0.86 0.249 |O | | | | 2.04 22.667 0.52 0.85 0.247 |O | | | | 2.02 22.750 0.52 0.84 0.244 |O | | | | 2.01 22.833 0.51 0.83 0.242 |O | | | | 1.99 22.917 0.51 0.82 0.240 |O | | | | 1.98 23.000 0.50 0.81 0.238 |O | | | | 1.96 23.083 0.50 0.80 0.236 |O | | | | 1.95 23.167 0.50 0.79 0.234 |O | | | | 1.94 23.250 0.49 0.78 0.232 |O | | | | 1.92 23.333 0.49 0.77 0.230 |O | | | | 1.91 23.417 0.49 0.76 0.228 |O | | | | 1.90 23.500 0.49 0.76 0.226 |O | | | | 1.88 23.583 0.48 0.75 0.224 |O | | | | 1.87 23.667 0.48 0.74 0.222 |O | | | | 1.86 23.750 0.48 0.73 0.221 |O | | | | 1.85 23.833 0.47 0.72 0.219 |O | | | | 1.83 23.917 0.47 0.71 0.217 |O | | | | 1.82 24.000 0.47 0.71 0.216 |O | | | | 1.81 24.083 0.44 0.70 0.214 IO | | | | 1.80 24.167 0.32 0.69 0.212 IO | | | | 1.78 24.250 0.14 0.68 0.209 IO | | | | 1.76 24.333 0.04 0.66 0.205 IO | | | | 1.74 24.417 0.01 0.64 0.200 IO | | | | 1.71 24.500 0.01 0.62 0.196 IO | | | | 1.68 24.583 0.00 0.60 0.192 IO | | | | 1.65 24.667 0.00 0.58 0.188 IO | | | | 1.62 24.750 0.00 0.56 0.184 IO | | | | 1.59 24.833 0.00 0.55 0.180 IO | | | | 1.57 24.917 0.00 0.53 0.176 IO | | | | 1.54 25.000 0.00 0.51 0.173 IO | | | | 1.52 25.083 0.00 0.50 0.169 IO | | | | 1.49 25.167 0.00 0.49 0.166 IO | | | | 1.46 25.250 0.00 0.48 0.163 IO | | | | 1.43 25.333 0.00 0.47 0.159 IO | | | | 1.41 25.417 0.00 0.46 0.156 IO | | | | 1.38 25.500 0.00 0.45 0.153 O | | | | 1.35 25.583 0.00 0.44 0.150 O | | | | 1.32 25.667 0.00 0.43 0.147 O | | | | 1.30 25.750 0.00 0.42 0.144 O | | | | 1.27 25.833 0.00 0.41 0.141 O | | | | 1.24 25.917 0.00 0.41 0.138 O | | | | 1.22 26.000 0.00 0.40 0.135 O | | | | 1.20 26.083 0.00 0.39 0.133 O | | | | 1.17 26.167 0.00 0.38 0.130 O | | | | 1.15 26.250 0.00 0.38 0.128 O | | | | 1.13 26.333 0.00 0.37 0.125 O | | | | 1.10 26.417 0.00 0.36 0.122 O | | | | 1.08 26.500 0.00 0.35 0.120 O | | | | 1.06 26.583 0.00 0.35 0.118 O | | | | 1.04 26.667 0.00 0.34 0.115 O | | | | 1.02 26.750 0.00 0.33 0.113 O | | | | 1.00 26.833 0.00 0.33 0.111 O | | | | 0.98 26.917 0.00 0.32 0.108 O | | | | 0.96 27.000 0.00 0.31 0.106 O | | | | 0.94 27.083 0.00 0.31 0.104 O | | | | 0.92 27.167 0.00 0.30 0.102 O | | | | 0.90 27.250 0.00 0.29 0.100 O | | | | 0.88 27.333 0.00 0.29 0.098 O | | | | 0.86 27.417 0.00 0.28 0.096 O | | | | 0.85 27.500 0.00 0.28 0.094 O | | | | 0.83 27.583 0.00 0.27 0.092 O | | | | 0.81 27.667 0.00 0.27 0.090 O | | | | 0.80 27.750 0.00 0.26 0.089 O | | | | 0.78 27.833 0.00 0.26 0.087 O | | | | 0.77 27.917 0.00 0.25 0.085 O | | | | 0.75 28.000 0.00 0.25 0.083 O | | | | 0.74 28.083 0.00 0.24 0.082 O | | | | 0.72 28.167 0.00 0.24 0.080 O | | | | 0.71 28.250 0.00 0.23 0.078 O | | | | 0.69 28.333 0.00 0.23 0.077 O | | | | 0.68 28.417 0.00 0.22 0.075 O | | | | 0.66 28.500 0.00 0.22 0.074 O | | | | 0.65 28.583 0.00 0.21 0.072 O | | | | 0.64 28.667 0.00 0.21 0.071 O | | | | 0.63 28.750 0.00 0.20 0.069 O | | | | 0.61 28.833 0.00 0.20 0.068 O | | | | 0.60 28.917 0.00 0.20 0.067 O | | | | 0.59 29.000 0.00 0.19 0.065 O | | | | 0.58 29.083 0.00 0.19 0.064 O | | | | 0.57 29.167 0.00 0.18 0.063 O | | | | 0.55 29.250 0.00 0.18 0.061 O | | | | 0.54 29.333 0.00 0.18 0.060 O | | | | 0.53 29.417 0.00 0.17 0.059 O | | | | 0.52 29.500 0.00 0.17 0.058 O | | | | 0.51 29.583 0.00 0.17 0.057 O | | | | 0.50 29.667 0.00 0.16 0.056 O | | | | 0.49 29.750 0.00 0.16 0.054 O | | | | 0.48 29.833 0.00 0.16 0.053 O | | | | 0.47 29.917 0.00 0.15 0.052 O | | | | 0.46 30.000 0.00 0.15 0.051 O | | | | 0.45 30.083 0.00 0.15 0.050 O | | | | 0.44 30.167 0.00 0.14 0.049 O | | | | 0.43 30.250 0.00 0.14 0.048 O | | | | 0.43 30.333 0.00 0.14 0.047 O | | | | 0.42 30.417 0.00 0.14 0.046 O | | | | 0.41 30.500 0.00 0.13 0.045 O | | | | 0.40 30.583 0.00 0.13 0.044 O | | | | 0.39 30.667 0.00 0.13 0.044 O | | | | 0.38 30.750 0.00 0.13 0.043 O | | | | 0.38 30.833 0.00 0.12 0.042 O | | | | 0.37 30.917 0.00 0.12 0.041 O | | | | 0.36 31.000 0.00 0.12 0.040 O | | | | 0.35 31.083 0.00 0.12 0.039 O | | | | 0.35 31.167 0.00 0.11 0.039 O | | | | 0.34 31.250 0.00 0.11 0.038 O | | | | 0.33 31.333 0.00 0.11 0.037 O | | | | 0.33 31.417 0.00 0.11 0.036 O | | | | 0.32 31.500 0.00 0.10 0.036 O | | | | 0.31 31.583 0.00 0.10 0.035 O | | | | 0.31 31.667 0.00 0.10 0.034 O | | | | 0.30 31.750 0.00 0.10 0.033 O | | | | 0.30 31.833 0.00 0.10 0.033 O | | | | 0.29 31.917 0.00 0.09 0.032 O | | | | 0.28 32.000 0.00 0.09 0.032 O | | | | 0.28 32.083 0.00 0.09 0.031 O | | | | 0.27 32.167 0.00 0.09 0.030 O | | | | 0.27 32.250 0.00 0.09 0.030 O | | | | 0.26 32.333 0.00 0.09 0.029 O | | | | 0.26 32.417 0.00 0.08 0.028 O | | | | 0.25 32.500 0.00 0.08 0.028 O | | | | 0.25 32.583 0.00 0.08 0.027 O | | | | 0.24 32.667 0.00 0.08 0.027 O | | | | 0.24 32.750 0.00 0.08 0.026 O | | | | 0.23 32.833 0.00 0.08 0.026 O | | | | 0.23 32.917 0.00 0.07 0.025 O | | | | 0.22 33.000 0.00 0.07 0.025 O | | | | 0.22 33.083 0.00 0.07 0.024 O | | | | 0.21 33.167 0.00 0.07 0.024 O | | | | 0.21 33.250 0.00 0.07 0.023 O | | | | 0.21 33.333 0.00 0.07 0.023 O | | | | 0.20 33.417 0.00 0.07 0.022 O | | | | 0.20 33.500 0.00 0.06 0.022 O | | | | 0.19 33.583 0.00 0.06 0.021 O | | | | 0.19 33.667 0.00 0.06 0.021 O | | | | 0.19 33.750 0.00 0.06 0.021 O | | | | 0.18 33.833 0.00 0.06 0.020 O | | | | 0.18 33.917 0.00 0.06 0.020 O | | | | 0.17 34.000 0.00 0.06 0.019 O | | | | 0.17 34.083 0.00 0.06 0.019 O | | | | 0.17 34.167 0.00 0.05 0.019 O | | | | 0.16 34.250 0.00 0.05 0.018 O | | | | 0.16 34.333 0.00 0.05 0.018 O | | | | 0.16 34.417 0.00 0.05 0.018 O | | | | 0.15 34.500 0.00 0.05 0.017 O | | | | 0.15 34.583 0.00 0.05 0.017 O | | | | 0.15 34.667 0.00 0.05 0.016 O | | | | 0.15 34.750 0.00 0.05 0.016 O | | | | 0.14 34.833 0.00 0.05 0.016 O | | | | 0.14 34.917 0.00 0.05 0.016 O | | | | 0.14 35.000 0.00 0.04 0.015 O | | | | 0.13 35.083 0.00 0.04 0.015 O | | | | 0.13 35.167 0.00 0.04 0.015 O | | | | 0.13 35.250 0.00 0.04 0.014 O | | | | 0.13 35.333 0.00 0.04 0.014 O | | | | 0.12 35.417 0.00 0.04 0.014 O | | | | 0.12 35.500 0.00 0.04 0.013 O | | | | 0.12 35.583 0.00 0.04 0.013 O | | | | 0.12 35.667 0.00 0.04 0.013 O | | | | 0.11 35.750 0.00 0.04 0.013 O | | | | 0.11 35.833 0.00 0.04 0.012 O | | | | 0.11 35.917 0.00 0.04 0.012 O | | | | 0.11 36.000 0.00 0.04 0.012 O | | | | 0.11 36.083 0.00 0.03 0.012 O | | | | 0.10 36.167 0.00 0.03 0.011 O | | | | 0.10 36.250 0.00 0.03 0.011 O | | | | 0.10 36.333 0.00 0.03 0.011 O | | | | 0.10 36.417 0.00 0.03 0.011 O | | | | 0.10 36.500 0.00 0.03 0.011 O | | | | 0.09 36.583 0.00 0.03 0.010 O | | | | 0.09 36.667 0.00 0.03 0.010 O | | | | 0.09 36.750 0.00 0.03 0.010 O | | | | 0.09 36.833 0.00 0.03 0.010 O | | | | 0.09 36.917 0.00 0.03 0.010 O | | | | 0.08 37.000 0.00 0.03 0.009 O | | | | 0.08 37.083 0.00 0.03 0.009 O | | | | 0.08 37.167 0.00 0.03 0.009 O | | | | 0.08 37.250 0.00 0.03 0.009 O | | | | 0.08 37.333 0.00 0.03 0.009 O | | | | 0.08 37.417 0.00 0.02 0.008 O | | | | 0.07 37.500 0.00 0.02 0.008 O | | | | 0.07 37.583 0.00 0.02 0.008 O | | | | 0.07 37.667 0.00 0.02 0.008 O | | | | 0.07 37.750 0.00 0.02 0.008 O | | | | 0.07 37.833 0.00 0.02 0.008 O | | | | 0.07 37.917 0.00 0.02 0.007 O | | | | 0.07 38.000 0.00 0.02 0.007 O | | | | 0.06 38.083 0.00 0.02 0.007 O | | | | 0.06 38.167 0.00 0.02 0.007 O | | | | 0.06 38.250 0.00 0.02 0.007 O | | | | 0.06 38.333 0.00 0.02 0.007 O | | | | 0.06 38.417 0.00 0.02 0.007 O | | | | 0.06 38.500 0.00 0.02 0.006 O | | | | 0.06 38.583 0.00 0.02 0.006 O | | | | 0.06 38.667 0.00 0.02 0.006 O | | | | 0.06 38.750 0.00 0.02 0.006 O | | | | 0.05 38.833 0.00 0.02 0.006 O | | | | 0.05 38.917 0.00 0.02 0.006 O | | | | 0.05 39.000 0.00 0.02 0.006 O | | | | 0.05 39.083 0.00 0.02 0.006 O | | | | 0.05 39.167 0.00 0.02 0.006 O | | | | 0.05 39.250 0.00 0.02 0.005 O | | | | 0.05 39.333 0.00 0.02 0.005 O | | | | 0.05 39.417 0.00 0.02 0.005 O | | | | 0.05 39.500 0.00 0.01 0.005 O | | | | 0.04 39.583 0.00 0.01 0.005 O | | | | 0.04 39.667 0.00 0.01 0.005 O | | | | 0.04 39.750 0.00 0.01 0.005 O | | | | 0.04 39.833 0.00 0.01 0.005 O | | | | 0.04 39.917 0.00 0.01 0.005 O | | | | 0.04 40.000 0.00 0.01 0.005 O | | | | 0.04 40.083 0.00 0.01 0.004 O | | | | 0.04 40.167 0.00 0.01 0.004 O | | | | 0.04 40.250 0.00 0.01 0.004 O | | | | 0.04 40.333 0.00 0.01 0.004 O | | | | 0.04 40.417 0.00 0.01 0.004 O | | | | 0.04 40.500 0.00 0.01 0.004 O | | | | 0.04 40.583 0.00 0.01 0.004 O | | | | 0.03 40.667 0.00 0.01 0.004 O | | | | 0.03 40.750 0.00 0.01 0.004 O | | | | 0.03 40.833 0.00 0.01 0.004 O | | | | 0.03 40.917 0.00 0.01 0.004 O | | | | 0.03 41.000 0.00 0.01 0.004 O | | | | 0.03 41.083 0.00 0.01 0.003 O | | | | 0.03 41.167 0.00 0.01 0.003 O | | | | 0.03 41.250 0.00 0.01 0.003 O | | | | 0.03 41.333 0.00 0.01 0.003 O | | | | 0.03 41.417 0.00 0.01 0.003 O | | | | 0.03 41.500 0.00 0.01 0.003 O | | | | 0.03 41.583 0.00 0.01 0.003 O | | | | 0.03 41.667 0.00 0.01 0.003 O | | | | 0.03 41.750 0.00 0.01 0.003 O | | | | 0.03 41.833 0.00 0.01 0.003 O | | | | 0.03 41.917 0.00 0.01 0.003 O | | | | 0.02 42.000 0.00 0.01 0.003 O | | | | 0.02 42.083 0.00 0.01 0.003 O | | | | 0.02 42.167 0.00 0.01 0.003 O | | | | 0.02 42.250 0.00 0.01 0.003 O | | | | 0.02 42.333 0.00 0.01 0.003 O | | | | 0.02 42.417 0.00 0.01 0.003 O | | | | 0.02 42.500 0.00 0.01 0.002 O | | | | 0.02 42.583 0.00 0.01 0.002 O | | | | 0.02 42.667 0.00 0.01 0.002 O | | | | 0.02 42.750 0.00 0.01 0.002 O | | | | 0.02 42.833 0.00 0.01 0.002 O | | | | 0.02 42.917 0.00 0.01 0.002 O | | | | 0.02 43.000 0.00 0.01 0.002 O | | | | 0.02 43.083 0.00 0.01 0.002 O | | | | 0.02 43.167 0.00 0.01 0.002 O | | | | 0.02 43.250 0.00 0.01 0.002 O | | | | 0.02 43.333 0.00 0.01 0.002 O | | | | 0.02 43.417 0.00 0.01 0.002 O | | | | 0.02 43.500 0.00 0.01 0.002 O | | | | 0.02 43.583 0.00 0.01 0.002 O | | | | 0.02 43.667 0.00 0.01 0.002 O | | | | 0.02 43.750 0.00 0.01 0.002 O | | | | 0.02 43.833 0.00 0.01 0.002 O | | | | 0.02 43.917 0.00 0.01 0.002 O | | | | 0.02 44.000 0.00 0.01 0.002 O | | | | 0.02 44.083 0.00 0.00 0.002 O | | | | 0.01 44.167 0.00 0.00 0.002 O | | | | 0.01 44.250 0.00 0.00 0.002 O | | | | 0.01 44.333 0.00 0.00 0.002 O | | | | 0.01 44.417 0.00 0.00 0.002 O | | | | 0.01 44.500 0.00 0.00 0.002 O | | | | 0.01 44.583 0.00 0.00 0.001 O | | | | 0.01 44.667 0.00 0.00 0.001 O | | | | 0.01 44.750 0.00 0.00 0.001 O | | | | 0.01 44.833 0.00 0.00 0.001 O | | | | 0.01 44.917 0.00 0.00 0.001 O | | | | 0.01 45.000 0.00 0.00 0.001 O | | | | 0.01 45.083 0.00 0.00 0.001 O | | | | 0.01 45.167 0.00 0.00 0.001 O | | | | 0.01 45.250 0.00 0.00 0.001 O | | | | 0.01 45.333 0.00 0.00 0.001 O | | | | 0.01 45.417 0.00 0.00 0.001 O | | | | 0.01 45.500 0.00 0.00 0.001 O | | | | 0.01 45.583 0.00 0.00 0.001 O | | | | 0.01 45.667 0.00 0.00 0.001 O | | | | 0.01 45.750 0.00 0.00 0.001 O | | | | 0.01 45.833 0.00 0.00 0.001 O | | | | 0.01 45.917 0.00 0.00 0.001 O | | | | 0.01 46.000 0.00 0.00 0.001 O | | | | 0.01 46.083 0.00 0.00 0.001 O | | | | 0.01 46.167 0.00 0.00 0.001 O | | | | 0.01 46.250 0.00 0.00 0.001 O | | | | 0.01 46.333 0.00 0.00 0.001 O | | | | 0.01 46.417 0.00 0.00 0.001 O | | | | 0.01 46.500 0.00 0.00 0.001 O | | | | 0.01 46.583 0.00 0.00 0.001 O | | | | 0.01 46.667 0.00 0.00 0.001 O | | | | 0.01 46.750 0.00 0.00 0.001 O | | | | 0.01 46.833 0.00 0.00 0.001 O | | | | 0.01 46.917 0.00 0.00 0.001 O | | | | 0.01 47.000 0.00 0.00 0.001 O | | | | 0.01 47.083 0.00 0.00 0.001 O | | | | 0.01 47.167 0.00 0.00 0.001 O | | | | 0.01 47.250 0.00 0.00 0.001 O | | | | 0.01 47.333 0.00 0.00 0.001 O | | | | 0.01 47.417 0.00 0.00 0.001 O | | | | 0.01 47.500 0.00 0.00 0.001 O | | | | 0.01 47.583 0.00 0.00 0.001 O | | | | 0.01 47.667 0.00 0.00 0.001 O | | | | 0.01 47.750 0.00 0.00 0.001 O | | | | 0.01 47.833 0.00 0.00 0.001 O | | | | 0.01 47.917 0.00 0.00 0.001 O | | | | 0.01 48.000 0.00 0.00 0.001 O | | | | 0.01 48.083 0.00 0.00 0.001 O | | | | 0.01 48.167 0.00 0.00 0.001 O | | | | 0.01 48.250 0.00 0.00 0.001 O | | | | 0.01 48.333 0.00 0.00 0.001 O | | | | 0.01 48.417 0.00 0.00 0.001 O | | | | 0.01 48.500 0.00 0.00 0.001 O | | | | 0.01 48.583 0.00 0.00 0.001 O | | | | 0.00 48.667 0.00 0.00 0.001 O | | | | 0.00 48.750 0.00 0.00 0.001 O | | | | 0.00 48.833 0.00 0.00 0.001 O | | | | 0.00 48.917 0.00 0.00 0.001 O | | | | 0.00 49.000 0.00 0.00 0.001 O | | | | 0.00 49.083 0.00 0.00 0.000 O | | | | 0.00 49.167 0.00 0.00 0.000 O | | | | 0.00 49.250 0.00 0.00 0.000 O | | | | 0.00 49.333 0.00 0.00 0.000 O | | | | 0.00 49.417 0.00 0.00 0.000 O | | | | 0.00 49.500 0.00 0.00 0.000 O | | | | 0.00 49.583 0.00 0.00 0.000 O | | | | 0.00 49.667 0.00 0.00 0.000 O | | | | 0.00 49.750 0.00 0.00 0.000 O | | | | 0.00 49.833 0.00 0.00 0.000 O | | | | 0.00 49.917 0.00 0.00 0.000 O | | | | 0.00 50.000 0.00 0.00 0.000 O | | | | 0.00 50.083 0.00 0.00 0.000 O | | | | 0.00 50.167 0.00 0.00 0.000 O | | | | 0.00 50.250 0.00 0.00 0.000 O | | | | 0.00 50.333 0.00 0.00 0.000 O | | | | 0.00 50.417 0.00 0.00 0.000 O | | | | 0.00 50.500 0.00 0.00 0.000 O | | | | 0.00 50.583 0.00 0.00 0.000 O | | | | 0.00 50.667 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 608 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 4.143 (CFS) Total volume = 2.122 (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 *********************************************************************** -------------------------------------------------------------------- FLOOD HYDROGRAPH ROUTING PROGRAM Copyright (c) CIVILCADD/CIVILDESIGN, 1989 - 2018 Study date: 07/01/23 --------------------------------------------------------------------- CHAMBER ROUTING CONCO INDUSTRIAL 5-YR STORM EVENT -------------------------------------------------------------------- Program License Serial Number 6484 -------------------------------------------------------------------- ********************* HYDROGRAPH INFORMATION ********************** From study/file name: CON1.rte ****************************HYDROGRAPH DATA**************************** Number of intervals = 294 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 12.093 (CFS) Total volume = 1.769 (Ac.Ft) Status of hydrographs being held in storage Stream 1 Stream 2 Stream 3 Stream 4 Stream 5 Peak (CFS) 0.000 0.000 0.000 0.000 0.000 Vol (Ac.Ft) 0.000 0.000 0.000 0.000 0.000 *********************************************************************** ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 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 = 0.00 (Ft.) Initial basin storage = 0.00 (Ac.Ft) Initial basin outflow = 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 1.500 0.170 0.500 0.168 0.172 3.000 0.390 1.500 0.385 0.395 4.500 0.680 4.300 0.665 0.695 6.000 0.900 8.000 0.872 0.928 6.700 0.960 8.700 0.930 0.990 -------------------------------------------------------------------- Hydrograph Detention Basin Routing --------------------------------------------------------------------- Graph values: 'I'= unit inflow; 'O'=outflow at time shown --------------------------------------------------------------------- Time Inflow Outflow Storage Depth (Hours) (CFS) (CFS) (Ac.Ft) .0 3.0 6.05 9.07 12.09 (Ft.) 0.083 0.02 0.00 0.000 O | | | | 0.00 Flood Routing Analysis: Developed Condition (5 yr Storm Event) 0.167 0.12 0.00 0.001 O | | | | 0.00 0.250 0.27 0.01 0.002 O | | | | 0.02 0.333 0.35 0.01 0.004 O | | | | 0.03 0.417 0.37 0.02 0.006 O | | | | 0.06 0.500 0.38 0.03 0.009 OI | | | | 0.08 0.583 0.38 0.03 0.011 OI | | | | 0.10 0.667 0.39 0.04 0.014 OI | | | | 0.12 0.750 0.39 0.05 0.016 OI | | | | 0.14 0.833 0.39 0.05 0.018 OI | | | | 0.16 0.917 0.39 0.06 0.021 OI | | | | 0.18 1.000 0.39 0.07 0.023 OI | | | | 0.20 1.083 0.39 0.07 0.025 OI | | | | 0.22 1.167 0.39 0.08 0.027 OI | | | | 0.24 1.250 0.39 0.09 0.029 OI | | | | 0.26 1.333 0.40 0.09 0.031 OI | | | | 0.28 1.417 0.40 0.10 0.033 OI | | | | 0.30 1.500 0.40 0.10 0.035 OI | | | | 0.31 1.583 0.40 0.11 0.038 OI | | | | 0.33 1.667 0.40 0.12 0.039 OI | | | | 0.35 1.750 0.40 0.12 0.041 OI | | | | 0.37 1.833 0.40 0.13 0.043 OI | | | | 0.38 1.917 0.40 0.13 0.045 OI | | | | 0.40 2.000 0.41 0.14 0.047 OI | | | | 0.42 2.083 0.41 0.14 0.049 OI | | | | 0.43 2.167 0.41 0.15 0.051 OI | | | | 0.45 2.250 0.41 0.15 0.052 OI | | | | 0.46 2.333 0.41 0.16 0.054 OI | | | | 0.48 2.417 0.41 0.16 0.056 OI | | | | 0.49 2.500 0.41 0.17 0.058 OI | | | | 0.51 2.583 0.42 0.17 0.059 OI | | | | 0.52 2.667 0.42 0.18 0.061 OI | | | | 0.54 2.750 0.42 0.18 0.063 OI | | | | 0.55 2.833 0.42 0.19 0.064 OI | | | | 0.57 2.917 0.42 0.19 0.066 OI | | | | 0.58 3.000 0.42 0.20 0.067 OI | | | | 0.59 3.083 0.42 0.20 0.069 OI | | | | 0.61 3.167 0.43 0.21 0.070 OI | | | | 0.62 3.250 0.43 0.21 0.072 OI | | | | 0.63 3.333 0.43 0.22 0.073 OI | | | | 0.65 3.417 0.43 0.22 0.075 OI | | | | 0.66 3.500 0.43 0.22 0.076 OI | | | | 0.67 3.583 0.43 0.23 0.078 OI | | | | 0.69 3.667 0.44 0.23 0.079 OI | | | | 0.70 3.750 0.44 0.24 0.081 OI | | | | 0.71 3.833 0.44 0.24 0.082 OI | | | | 0.72 3.917 0.44 0.24 0.083 OI | | | | 0.73 4.000 0.44 0.25 0.085 OI | | | | 0.75 4.083 0.44 0.25 0.086 OI | | | | 0.76 4.167 0.45 0.26 0.087 OI | | | | 0.77 4.250 0.45 0.26 0.089 OI | | | | 0.78 4.333 0.45 0.26 0.090 OI | | | | 0.79 4.417 0.45 0.27 0.091 OI | | | | 0.80 4.500 0.45 0.27 0.092 OI | | | | 0.81 4.583 0.45 0.28 0.094 OI | | | | 0.83 4.667 0.46 0.28 0.095 OI | | | | 0.84 4.750 0.46 0.28 0.096 OI | | | | 0.85 4.833 0.46 0.29 0.097 OI | | | | 0.86 4.917 0.46 0.29 0.098 OI | | | | 0.87 5.000 0.46 0.29 0.100 OI | | | | 0.88 5.083 0.47 0.30 0.101 OI | | | | 0.89 5.167 0.47 0.30 0.102 OI | | | | 0.90 5.250 0.47 0.30 0.103 OI | | | | 0.91 5.333 0.47 0.31 0.104 OI | | | | 0.92 5.417 0.47 0.31 0.105 OI | | | | 0.93 5.500 0.48 0.31 0.106 OI | | | | 0.94 5.583 0.48 0.32 0.108 OI | | | | 0.95 5.667 0.48 0.32 0.109 OI | | | | 0.96 5.750 0.48 0.32 0.110 OI | | | | 0.97 5.833 0.48 0.33 0.111 OI | | | | 0.98 5.917 0.49 0.33 0.112 OI | | | | 0.99 6.000 0.49 0.33 0.113 OI | | | | 1.00 6.083 0.49 0.34 0.114 OI | | | | 1.01 6.167 0.49 0.34 0.115 OI | | | | 1.02 6.250 0.50 0.34 0.116 OI | | | | 1.03 6.333 0.50 0.35 0.117 OI | | | | 1.04 6.417 0.50 0.35 0.118 OI | | | | 1.04 6.500 0.50 0.35 0.119 OI | | | | 1.05 6.583 0.51 0.35 0.121 OI | | | | 1.06 6.667 0.51 0.36 0.122 OI | | | | 1.07 6.750 0.51 0.36 0.123 OI | | | | 1.08 6.833 0.51 0.36 0.124 OI | | | | 1.09 6.917 0.52 0.37 0.125 OI | | | | 1.10 7.000 0.52 0.37 0.126 OI | | | | 1.11 7.083 0.52 0.37 0.127 OI | | | | 1.12 7.167 0.52 0.38 0.128 OI | | | | 1.13 7.250 0.53 0.38 0.129 |O | | | | 1.14 7.333 0.53 0.38 0.130 |O | | | | 1.15 7.417 0.53 0.38 0.131 |O | | | | 1.15 7.500 0.54 0.39 0.132 |O | | | | 1.16 7.583 0.54 0.39 0.133 |O | | | | 1.17 7.667 0.54 0.39 0.134 |O | | | | 1.18 7.750 0.54 0.40 0.135 |O | | | | 1.19 7.833 0.55 0.40 0.136 |O | | | | 1.20 7.917 0.55 0.40 0.137 |O | | | | 1.21 8.000 0.55 0.41 0.138 |O | | | | 1.22 8.083 0.56 0.41 0.139 |O | | | | 1.23 8.167 0.56 0.41 0.140 |O | | | | 1.23 8.250 0.56 0.41 0.141 |O | | | | 1.24 8.333 0.57 0.42 0.142 |O | | | | 1.25 8.417 0.57 0.42 0.143 |O | | | | 1.26 8.500 0.57 0.42 0.144 |O | | | | 1.27 8.583 0.58 0.43 0.145 |O | | | | 1.28 8.667 0.58 0.43 0.146 |O | | | | 1.29 8.750 0.58 0.43 0.147 |O | | | | 1.30 8.833 0.59 0.44 0.148 |O | | | | 1.31 8.917 0.59 0.44 0.149 |O | | | | 1.32 9.000 0.60 0.44 0.150 |O | | | | 1.33 9.083 0.60 0.45 0.151 |O | | | | 1.34 9.167 0.60 0.45 0.152 |O | | | | 1.35 9.250 0.61 0.45 0.154 |O | | | | 1.35 9.333 0.61 0.45 0.155 |O | | | | 1.36 9.417 0.62 0.46 0.156 |O | | | | 1.37 9.500 0.62 0.46 0.157 |O | | | | 1.38 9.583 0.62 0.46 0.158 |O | | | | 1.39 9.667 0.63 0.47 0.159 |O | | | | 1.40 9.750 0.63 0.47 0.160 |O | | | | 1.41 9.833 0.64 0.47 0.161 |O | | | | 1.42 9.917 0.64 0.48 0.162 |O | | | | 1.43 10.000 0.65 0.48 0.164 |O | | | | 1.44 10.083 0.65 0.48 0.165 |O | | | | 1.45 10.167 0.66 0.49 0.166 |O | | | | 1.46 10.250 0.66 0.49 0.167 |O | | | | 1.47 10.333 0.67 0.49 0.168 |O | | | | 1.48 10.417 0.67 0.50 0.169 |O | | | | 1.49 10.500 0.68 0.50 0.171 |O | | | | 1.50 10.583 0.69 0.51 0.172 |O | | | | 1.51 10.667 0.69 0.51 0.173 |O | | | | 1.52 10.750 0.70 0.52 0.174 |O | | | | 1.53 10.833 0.70 0.53 0.176 |O | | | | 1.54 10.917 0.71 0.53 0.177 |O | | | | 1.55 11.000 0.72 0.54 0.178 |O | | | | 1.55 11.083 0.72 0.54 0.179 |O | | | | 1.56 11.167 0.73 0.55 0.180 |O | | | | 1.57 11.250 0.74 0.55 0.182 |O | | | | 1.58 11.333 0.74 0.56 0.183 |O | | | | 1.59 11.417 0.75 0.56 0.184 |O | | | | 1.60 11.500 0.76 0.57 0.186 |OI | | | | 1.61 11.583 0.77 0.58 0.187 |OI | | | | 1.61 11.667 0.77 0.58 0.188 |OI | | | | 1.62 11.750 0.78 0.59 0.189 |OI | | | | 1.63 11.833 0.79 0.59 0.191 |OI | | | | 1.64 11.917 0.80 0.60 0.192 |OI | | | | 1.65 12.000 0.81 0.61 0.193 |OI | | | | 1.66 12.083 0.82 0.61 0.195 |OI | | | | 1.67 12.167 0.88 0.62 0.197 |OI | | | | 1.68 12.250 0.96 0.63 0.199 |OI | | | | 1.69 12.333 1.01 0.64 0.201 |OI | | | | 1.71 12.417 1.03 0.65 0.204 |OI | | | | 1.73 12.500 1.04 0.66 0.206 |OI | | | | 1.75 12.583 1.06 0.68 0.209 |OI | | | | 1.76 12.667 1.07 0.69 0.211 |OI | | | | 1.78 12.750 1.08 0.70 0.214 |OI | | | | 1.80 12.833 1.09 0.71 0.217 |OI | | | | 1.82 12.917 1.11 0.72 0.219 |OI | | | | 1.84 13.000 1.12 0.74 0.222 |OI | | | | 1.85 13.083 1.13 0.75 0.225 |O I | | | | 1.87 13.167 1.15 0.76 0.227 | OI | | | | 1.89 13.250 1.16 0.77 0.230 | OI | | | | 1.91 13.333 1.18 0.78 0.233 | OI | | | | 1.93 13.417 1.20 0.80 0.235 | OI | | | | 1.95 13.500 1.21 0.81 0.238 | OI | | | | 1.96 13.583 1.23 0.82 0.241 | OI | | | | 1.98 13.667 1.25 0.84 0.244 | OI | | | | 2.00 13.750 1.27 0.85 0.247 | OI | | | | 2.02 13.833 1.29 0.86 0.250 | OI | | | | 2.04 13.917 1.31 0.88 0.253 | OI | | | | 2.06 14.000 1.33 0.89 0.256 | OI | | | | 2.08 14.083 1.36 0.90 0.259 | OI | | | | 2.10 14.167 1.38 0.92 0.262 | OI | | | | 2.13 14.250 1.41 0.93 0.265 | OI | | | | 2.15 14.333 1.44 0.95 0.269 | OI | | | | 2.17 14.417 1.47 0.96 0.272 | OI | | | | 2.20 14.500 1.51 0.98 0.276 | OI | | | | 2.22 14.583 1.54 1.00 0.279 | O I | | | | 2.24 14.667 1.58 1.01 0.283 | O I | | | | 2.27 14.750 1.62 1.03 0.287 | O I | | | | 2.30 14.833 1.67 1.05 0.291 | O I | | | | 2.33 14.917 1.71 1.07 0.295 | O I | | | | 2.36 15.000 1.77 1.09 0.300 | O I | | | | 2.39 15.083 1.83 1.11 0.305 | O I | | | | 2.42 15.167 1.89 1.14 0.310 | O I | | | | 2.45 15.250 1.97 1.16 0.315 | O I | | | | 2.49 15.333 2.05 1.19 0.321 | O I | | | | 2.53 15.417 2.12 1.21 0.327 | O I | | | | 2.57 15.500 2.09 1.24 0.333 | O I | | | | 2.61 15.583 2.00 1.27 0.339 | O I | | | | 2.65 15.667 2.04 1.29 0.344 | O I | | | | 2.68 15.750 2.21 1.32 0.349 | O I | | | | 2.72 15.833 2.48 1.35 0.356 | O I | | | | 2.77 15.917 2.90 1.39 0.365 | O I| | | | 2.83 16.000 3.70 1.45 0.378 | O |I | | | 2.92 16.083 5.78 1.60 0.401 | O | I| | | 3.05 16.167 10.29 2.02 0.443 | O | | | I | 3.28 16.250 12.09 2.61 0.505 | O | | | I 3.59 16.333 7.59 3.07 0.553 | O | I | | 3.84 16.417 4.14 3.25 0.571 | O I | | | 3.94 16.500 2.74 3.26 0.573 | IO | | | 3.95 16.583 2.47 3.22 0.568 | I O | | | 3.92 16.667 2.11 3.16 0.562 | I O | | | 3.89 16.750 1.95 3.09 0.555 | I O | | | 3.85 16.833 1.82 3.01 0.547 | I O| | | | 3.81 16.917 1.71 2.93 0.538 | I O| | | | 3.77 17.000 1.62 2.85 0.530 | I O| | | | 3.72 17.083 1.54 2.77 0.521 | I O| | | | 3.68 17.167 1.47 2.69 0.513 | I O| | | | 3.64 17.250 1.41 2.61 0.505 | I O | | | | 3.59 17.333 1.35 2.53 0.496 | I O | | | | 3.55 17.417 1.31 2.45 0.488 | I O | | | | 3.51 17.500 1.27 2.38 0.481 | I O | | | | 3.47 17.583 1.23 2.30 0.473 | I O | | | | 3.43 17.667 1.19 2.23 0.466 | I O | | | | 3.39 17.750 1.16 2.16 0.459 | I O | | | | 3.36 17.833 1.13 2.10 0.452 | I O | | | | 3.32 17.917 1.10 2.04 0.445 | I O | | | | 3.29 18.000 1.08 1.98 0.439 | I O | | | | 3.25 18.083 1.05 1.92 0.433 | I O | | | | 3.22 18.167 0.98 1.86 0.427 | I O | | | | 3.19 18.250 0.89 1.80 0.421 | I O | | | | 3.16 18.333 0.83 1.74 0.415 | I O | | | | 3.13 18.417 0.80 1.68 0.409 | I O | | | | 3.10 18.500 0.78 1.62 0.403 | I O | | | | 3.07 18.583 0.76 1.57 0.397 | I O | | | | 3.04 18.667 0.75 1.51 0.392 |I O | | | | 3.01 18.750 0.73 1.48 0.386 |I O | | | | 2.97 18.833 0.72 1.46 0.381 |I O | | | | 2.94 18.917 0.71 1.44 0.376 |I O | | | | 2.91 19.000 0.70 1.41 0.371 |I O | | | | 2.87 19.083 0.68 1.39 0.366 |I O | | | | 2.84 19.167 0.67 1.37 0.361 |I O | | | | 2.80 19.250 0.66 1.35 0.357 |I O | | | | 2.77 19.333 0.65 1.33 0.352 |I O | | | | 2.74 19.417 0.64 1.31 0.347 |I O | | | | 2.71 19.500 0.63 1.29 0.343 |I O | | | | 2.68 19.583 0.62 1.27 0.338 |I O | | | | 2.65 19.667 0.61 1.25 0.334 |I O | | | | 2.62 19.750 0.61 1.23 0.330 |I O | | | | 2.59 19.833 0.60 1.21 0.325 |I O | | | | 2.56 19.917 0.59 1.19 0.321 |I O | | | | 2.53 20.000 0.58 1.17 0.317 |I O | | | | 2.50 20.083 0.58 1.15 0.313 |I O | | | | 2.48 20.167 0.57 1.13 0.309 |IO | | | | 2.45 20.250 0.56 1.12 0.305 |IO | | | | 2.42 20.333 0.56 1.10 0.302 |IO | | | | 2.40 20.417 0.55 1.08 0.298 |IO | | | | 2.37 20.500 0.54 1.07 0.294 |IO | | | | 2.35 20.583 0.54 1.05 0.291 |IO | | | | 2.32 20.667 0.53 1.03 0.287 |IO | | | | 2.30 20.750 0.53 1.02 0.284 |IO | | | | 2.28 20.833 0.52 1.00 0.281 |IO | | | | 2.25 20.917 0.52 0.99 0.277 |IO | | | | 2.23 21.000 0.51 0.97 0.274 |IO | | | | 2.21 21.083 0.51 0.96 0.271 |IO | | | | 2.19 21.167 0.50 0.94 0.268 |IO | | | | 2.17 21.250 0.50 0.93 0.265 |IO | | | | 2.15 21.333 0.49 0.92 0.262 |IO | | | | 2.13 21.417 0.49 0.90 0.259 |IO | | | | 2.11 21.500 0.48 0.89 0.256 |IO | | | | 2.09 21.583 0.48 0.88 0.253 |IO | | | | 2.07 21.667 0.47 0.87 0.251 |IO | | | | 2.05 21.750 0.47 0.85 0.248 |IO | | | | 2.03 21.833 0.47 0.84 0.245 |IO | | | | 2.01 21.917 0.46 0.83 0.243 |IO | | | | 2.00 22.000 0.46 0.82 0.240 |IO | | | | 1.98 22.083 0.45 0.81 0.238 |IO | | | | 1.96 22.167 0.45 0.80 0.235 |IO | | | | 1.95 22.250 0.45 0.79 0.233 |IO | | | | 1.93 22.333 0.44 0.78 0.231 |IO | | | | 1.91 22.417 0.44 0.77 0.228 |IO | | | | 1.90 22.500 0.44 0.76 0.226 |O | | | | 1.88 22.583 0.43 0.75 0.224 |O | | | | 1.87 22.667 0.43 0.74 0.222 |O | | | | 1.85 22.750 0.43 0.73 0.220 |O | | | | 1.84 22.833 0.42 0.72 0.218 |O | | | | 1.83 22.917 0.42 0.71 0.216 |O | | | | 1.81 23.000 0.42 0.70 0.214 |O | | | | 1.80 23.083 0.42 0.69 0.212 |O | | | | 1.79 23.167 0.41 0.68 0.210 |O | | | | 1.77 23.250 0.41 0.67 0.208 |O | | | | 1.76 23.333 0.41 0.67 0.206 |O | | | | 1.75 23.417 0.40 0.66 0.205 |O | | | | 1.74 23.500 0.40 0.65 0.203 |O | | | | 1.72 23.583 0.40 0.64 0.201 |O | | | | 1.71 23.667 0.40 0.63 0.200 |O | | | | 1.70 23.750 0.39 0.63 0.198 |O | | | | 1.69 23.833 0.39 0.62 0.196 |O | | | | 1.68 23.917 0.39 0.61 0.195 |O | | | | 1.67 24.000 0.39 0.61 0.193 |O | | | | 1.66 24.083 0.37 0.60 0.192 IO | | | | 1.65 24.167 0.26 0.59 0.190 IO | | | | 1.63 24.250 0.11 0.58 0.187 IO | | | | 1.62 24.333 0.04 0.56 0.184 IO | | | | 1.59 24.417 0.01 0.55 0.180 IO | | | | 1.57 24.500 0.00 0.53 0.176 IO | | | | 1.54 24.583 0.00 0.51 0.173 IO | | | | 1.52 24.667 0.00 0.50 0.169 IO | | | | 1.49 24.750 0.00 0.49 0.166 IO | | | | 1.46 24.833 0.00 0.48 0.163 IO | | | | 1.43 24.917 0.00 0.47 0.159 IO | | | | 1.41 25.000 0.00 0.46 0.156 IO | | | | 1.38 25.083 0.00 0.45 0.153 IO | | | | 1.35 25.167 0.00 0.44 0.150 IO | | | | 1.32 25.250 0.00 0.43 0.147 IO | | | | 1.30 25.333 0.00 0.42 0.144 IO | | | | 1.27 25.417 0.00 0.41 0.141 IO | | | | 1.24 25.500 0.00 0.41 0.138 IO | | | | 1.22 25.583 0.00 0.40 0.135 IO | | | | 1.20 25.667 0.00 0.39 0.133 IO | | | | 1.17 25.750 0.00 0.38 0.130 IO | | | | 1.15 25.833 0.00 0.37 0.127 O | | | | 1.12 25.917 0.00 0.37 0.125 O | | | | 1.10 26.000 0.00 0.36 0.122 O | | | | 1.08 26.083 0.00 0.35 0.120 O | | | | 1.06 26.167 0.00 0.35 0.118 O | | | | 1.04 26.250 0.00 0.34 0.115 O | | | | 1.02 26.333 0.00 0.33 0.113 O | | | | 1.00 26.417 0.00 0.33 0.111 O | | | | 0.98 26.500 0.00 0.32 0.108 O | | | | 0.96 26.583 0.00 0.31 0.106 O | | | | 0.94 26.667 0.00 0.31 0.104 O | | | | 0.92 26.750 0.00 0.30 0.102 O | | | | 0.90 26.833 0.00 0.29 0.100 O | | | | 0.88 26.917 0.00 0.29 0.098 O | | | | 0.86 27.000 0.00 0.28 0.096 O | | | | 0.85 27.083 0.00 0.28 0.094 O | | | | 0.83 27.167 0.00 0.27 0.092 O | | | | 0.81 27.250 0.00 0.27 0.090 O | | | | 0.80 27.333 0.00 0.26 0.089 O | | | | 0.78 27.417 0.00 0.26 0.087 O | | | | 0.77 27.500 0.00 0.25 0.085 O | | | | 0.75 27.583 0.00 0.25 0.083 O | | | | 0.74 27.667 0.00 0.24 0.082 O | | | | 0.72 27.750 0.00 0.24 0.080 O | | | | 0.71 27.833 0.00 0.23 0.078 O | | | | 0.69 27.917 0.00 0.23 0.077 O | | | | 0.68 28.000 0.00 0.22 0.075 O | | | | 0.66 28.083 0.00 0.22 0.074 O | | | | 0.65 28.167 0.00 0.21 0.072 O | | | | 0.64 28.250 0.00 0.21 0.071 O | | | | 0.63 28.333 0.00 0.20 0.069 O | | | | 0.61 28.417 0.00 0.20 0.068 O | | | | 0.60 28.500 0.00 0.20 0.067 O | | | | 0.59 28.583 0.00 0.19 0.065 O | | | | 0.58 28.667 0.00 0.19 0.064 O | | | | 0.56 28.750 0.00 0.18 0.063 O | | | | 0.55 28.833 0.00 0.18 0.061 O | | | | 0.54 28.917 0.00 0.18 0.060 O | | | | 0.53 29.000 0.00 0.17 0.059 O | | | | 0.52 29.083 0.00 0.17 0.058 O | | | | 0.51 29.167 0.00 0.17 0.057 O | | | | 0.50 29.250 0.00 0.16 0.056 O | | | | 0.49 29.333 0.00 0.16 0.054 O | | | | 0.48 29.417 0.00 0.16 0.053 O | | | | 0.47 29.500 0.00 0.15 0.052 O | | | | 0.46 29.583 0.00 0.15 0.051 O | | | | 0.45 29.667 0.00 0.15 0.050 O | | | | 0.44 29.750 0.00 0.14 0.049 O | | | | 0.43 29.833 0.00 0.14 0.048 O | | | | 0.43 29.917 0.00 0.14 0.047 O | | | | 0.42 30.000 0.00 0.14 0.046 O | | | | 0.41 30.083 0.00 0.13 0.045 O | | | | 0.40 30.167 0.00 0.13 0.044 O | | | | 0.39 30.250 0.00 0.13 0.044 O | | | | 0.38 30.333 0.00 0.13 0.043 O | | | | 0.38 30.417 0.00 0.12 0.042 O | | | | 0.37 30.500 0.00 0.12 0.041 O | | | | 0.36 30.583 0.00 0.12 0.040 O | | | | 0.35 30.667 0.00 0.12 0.039 O | | | | 0.35 30.750 0.00 0.11 0.039 O | | | | 0.34 30.833 0.00 0.11 0.038 O | | | | 0.33 30.917 0.00 0.11 0.037 O | | | | 0.33 31.000 0.00 0.11 0.036 O | | | | 0.32 31.083 0.00 0.10 0.036 O | | | | 0.31 31.167 0.00 0.10 0.035 O | | | | 0.31 31.250 0.00 0.10 0.034 O | | | | 0.30 31.333 0.00 0.10 0.033 O | | | | 0.30 31.417 0.00 0.10 0.033 O | | | | 0.29 31.500 0.00 0.09 0.032 O | | | | 0.28 31.583 0.00 0.09 0.032 O | | | | 0.28 31.667 0.00 0.09 0.031 O | | | | 0.27 31.750 0.00 0.09 0.030 O | | | | 0.27 31.833 0.00 0.09 0.030 O | | | | 0.26 31.917 0.00 0.09 0.029 O | | | | 0.26 32.000 0.00 0.08 0.028 O | | | | 0.25 32.083 0.00 0.08 0.028 O | | | | 0.25 32.167 0.00 0.08 0.027 O | | | | 0.24 32.250 0.00 0.08 0.027 O | | | | 0.24 32.333 0.00 0.08 0.026 O | | | | 0.23 32.417 0.00 0.08 0.026 O | | | | 0.23 32.500 0.00 0.07 0.025 O | | | | 0.22 32.583 0.00 0.07 0.025 O | | | | 0.22 32.667 0.00 0.07 0.024 O | | | | 0.21 32.750 0.00 0.07 0.024 O | | | | 0.21 32.833 0.00 0.07 0.023 O | | | | 0.21 32.917 0.00 0.07 0.023 O | | | | 0.20 33.000 0.00 0.07 0.022 O | | | | 0.20 33.083 0.00 0.06 0.022 O | | | | 0.19 33.167 0.00 0.06 0.021 O | | | | 0.19 33.250 0.00 0.06 0.021 O | | | | 0.19 33.333 0.00 0.06 0.021 O | | | | 0.18 33.417 0.00 0.06 0.020 O | | | | 0.18 33.500 0.00 0.06 0.020 O | | | | 0.17 33.583 0.00 0.06 0.019 O | | | | 0.17 33.667 0.00 0.06 0.019 O | | | | 0.17 33.750 0.00 0.05 0.019 O | | | | 0.16 33.833 0.00 0.05 0.018 O | | | | 0.16 33.917 0.00 0.05 0.018 O | | | | 0.16 34.000 0.00 0.05 0.018 O | | | | 0.15 34.083 0.00 0.05 0.017 O | | | | 0.15 34.167 0.00 0.05 0.017 O | | | | 0.15 34.250 0.00 0.05 0.016 O | | | | 0.15 34.333 0.00 0.05 0.016 O | | | | 0.14 34.417 0.00 0.05 0.016 O | | | | 0.14 34.500 0.00 0.05 0.016 O | | | | 0.14 34.583 0.00 0.04 0.015 O | | | | 0.13 34.667 0.00 0.04 0.015 O | | | | 0.13 34.750 0.00 0.04 0.015 O | | | | 0.13 34.833 0.00 0.04 0.014 O | | | | 0.13 34.917 0.00 0.04 0.014 O | | | | 0.12 35.000 0.00 0.04 0.014 O | | | | 0.12 35.083 0.00 0.04 0.013 O | | | | 0.12 35.167 0.00 0.04 0.013 O | | | | 0.12 35.250 0.00 0.04 0.013 O | | | | 0.11 35.333 0.00 0.04 0.013 O | | | | 0.11 35.417 0.00 0.04 0.012 O | | | | 0.11 35.500 0.00 0.04 0.012 O | | | | 0.11 35.583 0.00 0.04 0.012 O | | | | 0.11 35.667 0.00 0.03 0.012 O | | | | 0.10 35.750 0.00 0.03 0.011 O | | | | 0.10 35.833 0.00 0.03 0.011 O | | | | 0.10 35.917 0.00 0.03 0.011 O | | | | 0.10 36.000 0.00 0.03 0.011 O | | | | 0.10 36.083 0.00 0.03 0.011 O | | | | 0.09 36.167 0.00 0.03 0.010 O | | | | 0.09 36.250 0.00 0.03 0.010 O | | | | 0.09 36.333 0.00 0.03 0.010 O | | | | 0.09 36.417 0.00 0.03 0.010 O | | | | 0.09 36.500 0.00 0.03 0.010 O | | | | 0.08 36.583 0.00 0.03 0.009 O | | | | 0.08 36.667 0.00 0.03 0.009 O | | | | 0.08 36.750 0.00 0.03 0.009 O | | | | 0.08 36.833 0.00 0.03 0.009 O | | | | 0.08 36.917 0.00 0.03 0.009 O | | | | 0.08 37.000 0.00 0.02 0.008 O | | | | 0.07 37.083 0.00 0.02 0.008 O | | | | 0.07 37.167 0.00 0.02 0.008 O | | | | 0.07 37.250 0.00 0.02 0.008 O | | | | 0.07 37.333 0.00 0.02 0.008 O | | | | 0.07 37.417 0.00 0.02 0.008 O | | | | 0.07 37.500 0.00 0.02 0.007 O | | | | 0.07 37.583 0.00 0.02 0.007 O | | | | 0.06 37.667 0.00 0.02 0.007 O | | | | 0.06 37.750 0.00 0.02 0.007 O | | | | 0.06 37.833 0.00 0.02 0.007 O | | | | 0.06 37.917 0.00 0.02 0.007 O | | | | 0.06 38.000 0.00 0.02 0.007 O | | | | 0.06 38.083 0.00 0.02 0.006 O | | | | 0.06 38.167 0.00 0.02 0.006 O | | | | 0.06 38.250 0.00 0.02 0.006 O | | | | 0.05 38.333 0.00 0.02 0.006 O | | | | 0.05 38.417 0.00 0.02 0.006 O | | | | 0.05 38.500 0.00 0.02 0.006 O | | | | 0.05 38.583 0.00 0.02 0.006 O | | | | 0.05 38.667 0.00 0.02 0.006 O | | | | 0.05 38.750 0.00 0.02 0.006 O | | | | 0.05 38.833 0.00 0.02 0.005 O | | | | 0.05 38.917 0.00 0.02 0.005 O | | | | 0.05 39.000 0.00 0.02 0.005 O | | | | 0.05 39.083 0.00 0.01 0.005 O | | | | 0.04 39.167 0.00 0.01 0.005 O | | | | 0.04 39.250 0.00 0.01 0.005 O | | | | 0.04 39.333 0.00 0.01 0.005 O | | | | 0.04 39.417 0.00 0.01 0.005 O | | | | 0.04 39.500 0.00 0.01 0.005 O | | | | 0.04 39.583 0.00 0.01 0.005 O | | | | 0.04 39.667 0.00 0.01 0.004 O | | | | 0.04 39.750 0.00 0.01 0.004 O | | | | 0.04 39.833 0.00 0.01 0.004 O | | | | 0.04 39.917 0.00 0.01 0.004 O | | | | 0.04 40.000 0.00 0.01 0.004 O | | | | 0.04 40.083 0.00 0.01 0.004 O | | | | 0.04 40.167 0.00 0.01 0.004 O | | | | 0.03 40.250 0.00 0.01 0.004 O | | | | 0.03 40.333 0.00 0.01 0.004 O | | | | 0.03 40.417 0.00 0.01 0.004 O | | | | 0.03 40.500 0.00 0.01 0.004 O | | | | 0.03 40.583 0.00 0.01 0.004 O | | | | 0.03 40.667 0.00 0.01 0.003 O | | | | 0.03 40.750 0.00 0.01 0.003 O | | | | 0.03 40.833 0.00 0.01 0.003 O | | | | 0.03 40.917 0.00 0.01 0.003 O | | | | 0.03 41.000 0.00 0.01 0.003 O | | | | 0.03 41.083 0.00 0.01 0.003 O | | | | 0.03 41.167 0.00 0.01 0.003 O | | | | 0.03 41.250 0.00 0.01 0.003 O | | | | 0.03 41.333 0.00 0.01 0.003 O | | | | 0.03 41.417 0.00 0.01 0.003 O | | | | 0.03 41.500 0.00 0.01 0.003 O | | | | 0.02 41.583 0.00 0.01 0.003 O | | | | 0.02 41.667 0.00 0.01 0.003 O | | | | 0.02 41.750 0.00 0.01 0.003 O | | | | 0.02 41.833 0.00 0.01 0.003 O | | | | 0.02 41.917 0.00 0.01 0.003 O | | | | 0.02 42.000 0.00 0.01 0.003 O | | | | 0.02 42.083 0.00 0.01 0.002 O | | | | 0.02 42.167 0.00 0.01 0.002 O | | | | 0.02 42.250 0.00 0.01 0.002 O | | | | 0.02 42.333 0.00 0.01 0.002 O | | | | 0.02 42.417 0.00 0.01 0.002 O | | | | 0.02 42.500 0.00 0.01 0.002 O | | | | 0.02 42.583 0.00 0.01 0.002 O | | | | 0.02 42.667 0.00 0.01 0.002 O | | | | 0.02 42.750 0.00 0.01 0.002 O | | | | 0.02 42.833 0.00 0.01 0.002 O | | | | 0.02 42.917 0.00 0.01 0.002 O | | | | 0.02 43.000 0.00 0.01 0.002 O | | | | 0.02 43.083 0.00 0.01 0.002 O | | | | 0.02 43.167 0.00 0.01 0.002 O | | | | 0.02 43.250 0.00 0.01 0.002 O | | | | 0.02 43.333 0.00 0.01 0.002 O | | | | 0.02 43.417 0.00 0.01 0.002 O | | | | 0.02 43.500 0.00 0.01 0.002 O | | | | 0.02 43.583 0.00 0.01 0.002 O | | | | 0.02 43.667 0.00 0.00 0.002 O | | | | 0.01 43.750 0.00 0.00 0.002 O | | | | 0.01 43.833 0.00 0.00 0.002 O | | | | 0.01 43.917 0.00 0.00 0.002 O | | | | 0.01 44.000 0.00 0.00 0.002 O | | | | 0.01 44.083 0.00 0.00 0.002 O | | | | 0.01 44.167 0.00 0.00 0.001 O | | | | 0.01 44.250 0.00 0.00 0.001 O | | | | 0.01 44.333 0.00 0.00 0.001 O | | | | 0.01 44.417 0.00 0.00 0.001 O | | | | 0.01 44.500 0.00 0.00 0.001 O | | | | 0.01 44.583 0.00 0.00 0.001 O | | | | 0.01 44.667 0.00 0.00 0.001 O | | | | 0.01 44.750 0.00 0.00 0.001 O | | | | 0.01 44.833 0.00 0.00 0.001 O | | | | 0.01 44.917 0.00 0.00 0.001 O | | | | 0.01 45.000 0.00 0.00 0.001 O | | | | 0.01 45.083 0.00 0.00 0.001 O | | | | 0.01 45.167 0.00 0.00 0.001 O | | | | 0.01 45.250 0.00 0.00 0.001 O | | | | 0.01 45.333 0.00 0.00 0.001 O | | | | 0.01 45.417 0.00 0.00 0.001 O | | | | 0.01 45.500 0.00 0.00 0.001 O | | | | 0.01 45.583 0.00 0.00 0.001 O | | | | 0.01 45.667 0.00 0.00 0.001 O | | | | 0.01 45.750 0.00 0.00 0.001 O | | | | 0.01 45.833 0.00 0.00 0.001 O | | | | 0.01 45.917 0.00 0.00 0.001 O | | | | 0.01 46.000 0.00 0.00 0.001 O | | | | 0.01 46.083 0.00 0.00 0.001 O | | | | 0.01 46.167 0.00 0.00 0.001 O | | | | 0.01 46.250 0.00 0.00 0.001 O | | | | 0.01 46.333 0.00 0.00 0.001 O | | | | 0.01 46.417 0.00 0.00 0.001 O | | | | 0.01 46.500 0.00 0.00 0.001 O | | | | 0.01 46.583 0.00 0.00 0.001 O | | | | 0.01 46.667 0.00 0.00 0.001 O | | | | 0.01 46.750 0.00 0.00 0.001 O | | | | 0.01 46.833 0.00 0.00 0.001 O | | | | 0.01 46.917 0.00 0.00 0.001 O | | | | 0.01 47.000 0.00 0.00 0.001 O | | | | 0.01 47.083 0.00 0.00 0.001 O | | | | 0.01 47.167 0.00 0.00 0.001 O | | | | 0.01 47.250 0.00 0.00 0.001 O | | | | 0.01 47.333 0.00 0.00 0.001 O | | | | 0.01 47.417 0.00 0.00 0.001 O | | | | 0.01 47.500 0.00 0.00 0.001 O | | | | 0.01 47.583 0.00 0.00 0.001 O | | | | 0.01 47.667 0.00 0.00 0.001 O | | | | 0.01 47.750 0.00 0.00 0.001 O | | | | 0.01 47.833 0.00 0.00 0.001 O | | | | 0.01 47.917 0.00 0.00 0.001 O | | | | 0.01 48.000 0.00 0.00 0.001 O | | | | 0.01 48.083 0.00 0.00 0.001 O | | | | 0.01 48.167 0.00 0.00 0.001 O | | | | 0.00 48.250 0.00 0.00 0.001 O | | | | 0.00 48.333 0.00 0.00 0.001 O | | | | 0.00 48.417 0.00 0.00 0.001 O | | | | 0.00 48.500 0.00 0.00 0.001 O | | | | 0.00 48.583 0.00 0.00 0.001 O | | | | 0.00 48.667 0.00 0.00 0.000 O | | | | 0.00 48.750 0.00 0.00 0.000 O | | | | 0.00 48.833 0.00 0.00 0.000 O | | | | 0.00 48.917 0.00 0.00 0.000 O | | | | 0.00 49.000 0.00 0.00 0.000 O | | | | 0.00 49.083 0.00 0.00 0.000 O | | | | 0.00 49.167 0.00 0.00 0.000 O | | | | 0.00 49.250 0.00 0.00 0.000 O | | | | 0.00 49.333 0.00 0.00 0.000 O | | | | 0.00 49.417 0.00 0.00 0.000 O | | | | 0.00 49.500 0.00 0.00 0.000 O | | | | 0.00 49.583 0.00 0.00 0.000 O | | | | 0.00 49.667 0.00 0.00 0.000 O | | | | 0.00 49.750 0.00 0.00 0.000 O | | | | 0.00 49.833 0.00 0.00 0.000 O | | | | 0.00 49.917 0.00 0.00 0.000 O | | | | 0.00 50.000 0.00 0.00 0.000 O | | | | 0.00 50.083 0.00 0.00 0.000 O | | | | 0.00 50.167 0.00 0.00 0.000 O | | | | 0.00 50.250 0.00 0.00 0.000 O | | | | 0.00 ****************************HYDROGRAPH DATA**************************** Number of intervals = 603 Time interval = 5.0 (Min.) Maximum/Peak flow rate = 3.264 (CFS) Total volume = 1.769 (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 *********************************************************************** -------------------------------------------------------------------- HYDRAULIC CALCULATION ____________________________________________________________________________ **************************************************************************** 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: 14:22 06/19/2023 ============================================================================ Problem Descriptions: 18" PIPE CAPACITY CALC **************************************************************************** >>>>PIPEFLOW HYDRAULIC INPUT INFORMATION<<<< ---------------------------------------------------------------------------- PIPE DIAMETER(FEET) = 1.500 FLOWDEPTH(FEET) = 1.420 PIPE SLOPE(FEET/FEET) = 0.0100 MANNINGS FRICTION FACTOR = 0.013000 >>>>> NORMAL DEPTH FLOW(CFS) = 11.29 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- NORMAL DEPTH(FEET) = 1.42 FLOW AREA(SQUARE FEET) = 1.73 FLOW TOP-WIDTH(FEET) = 0.674 FLOW PRESSURE + MOMENTUM(POUNDS) = 216.90 FLOW VELOCITY(FEET/SEC.) = 6.525 FLOW VELOCITY HEAD(FEET) = 0.661 HYDRAULIC DEPTH(FEET) = 2.57 FROUDE NUMBER = 0.718 SPECIFIC ENERGY(FEET) = 2.08 ============================================================================ 1 ____________________________________________________________________________ **************************************************************************** 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: 15:27 06/05/2023 ============================================================================ Problem Descriptions: PARKWAY DRAIN SIZING CALC Q100 (Mitigated): 8.9 CFS **************************************************************************** >>>>CHANNEL INPUT INFORMATION<<<< ---------------------------------------------------------------------------- CHANNEL Z1(HORIZONTAL/VERTICAL) = 0.00 Z2(HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 4.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = 0.020000 UNIFORM FLOW(CFS) = 8.90 MANNINGS FRICTION FACTOR = 0.0130 ============================================================================ NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- >>>>> NORMAL DEPTH(FEET) = 0.32 FLOW TOP-WIDTH(FEET) = 4.00 FLOW AREA(SQUARE FEET) = 1.29 HYDRAULIC DEPTH(FEET) = 0.32 FLOW AVERAGE VELOCITY(FEET/SEC.) = 6.90 UNIFORM FROUDE NUMBER = 2.143 PRESSURE + MOMENTUM(POUNDS) = 132.02 AVERAGED VELOCITY HEAD(FEET) = 0.740 SPECIFIC ENERGY(FEET) = 1.062 ============================================================================ CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 4.00 CRITICAL FLOW AREA(SQUARE FEET) = 2.14 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 0.54 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 4.16 CRITICAL DEPTH(FEET) = 0.54 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 107.45 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 0.268 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 0.804 ============================================================================ 1 USE 4' W x 0.33' H PARKWAY DRAIN Q100(Mitigated) 8.3 (Eq. 4-10) o Qo = orifice capacity of grate (cfs) o Co = orifice flow coefficient = 0.67 o g = acceleration due to gravity (32.2 ft/s2) o h = allowable head on grate (ft.) Note: Use 48"x48" CPC TR. ADA Grate BD (Clear Opening Aera, A= 11.52 sf) Assume 50% reduction in open area for clogging Q100: 30.8 CFS (From Site Developed Condition) Remarks: 1 0.36 15.4 18.6 100% Pick up 2 0.36 15.4 18.6 100% Pick up Grate Inlet Capacity (4'x4') The capacity of grate inlet operating under oriface flow is computed with Equation (4-10). Equation (4-10) is from Handbook of Hydraulics Brater and King Sixth Edition. o A = clear opening area (sq. ft.) of the grate (the total area available for flow). A multiplier of about 0.5 is recommended to be applied to the measured area as a safety factor Water Depth (ft.)Inlet # Flow Rate (Q100 cfs) Grate Capacity (cfs) FOR Q100 MITIGATED FLOW OUT (8.3 CFS) ONE 4'x4' BASIN OK FOR UNMITIGATED FLOW PICKUP NEED TWO BASIN's HEAD: 0.36' ~ 4.3" Drainage Exhibit Developed Condition Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 ALLARD ENGINEERING Prepared By: PHONE (909) 356-1815 Fax (909) 356-1795 ea 100 FS 934.0 Q = 23.0 CFS 2 FS 948.8 (HP) Q = 0.0 CFS100 0 FS 936.5 Q = 16.8 CFS100 1Q = 8.3 CFS <10.3 CFSMIT 100 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 080 80 80 4040 FG 948 (HP) Q = 0.0 CFS100 0 (90% Q IN EX) DRAINAGE EXHIBIT-DEVELOPED CONDITION INFILTRATION/DETENTION CHAMBER (CMP-2) CAPACITY: 44,365 CF INFILTRATION/RETENTION CHAMBER (CMP-1) CAPACITY: 22,180 CF L l : 0 w -u; 0 -Q_ 0 _er Q_ i::J OJ VICINITY MAP FWY 10 AIRPORT DR. SANTA ANA ST. ~ w u ~ z r- ~ ~ ~ EX. ~ BUILDING 2 o:J ~ (FF=937.5) § APN: 0238-112-16 ITE ~ >-0:: QC w <r---~ ::, ::E 1 JURUPA ST, ~ I 0 c~ ~ . ;:: r- ~ 0 er Q_ ACREAGE (AC.) ~30' ~ ( ~-~~-~~-~+--~-----,-~rn~~-~-~ 1 1 BLEEDER PIP 1~ 1~ I I f~ ~ f~ f~ I I =1 -1 I I ~i BLDG. 1 ti 107,670 S.F. I I I \ I ,!I i • I~ ==. I * -I I APr ~~~---f"'~..rr ..... ~:'1~:----'"'::' ~___J_-----------+--------c------------~-~R COMMERCIAL (10% PRV) TRAVEL LENGTH (FT) /SURFACE ELEV NODES 'FLOW RATE 10O-YR STORMEVENT IND/CA TES DRAINAGE BOUNDARY IND/CA TES FLOW DIRECTION 15 PREPARED FOR: THE CONCO COMPANIES 13052 DAHLIA STREET FONTANA, CA 92337 PH: (925) 685-6799 7 _J 1 inch = 80 ft(in feet) 80 40 0 40 80 GRAPHIC SCALE Drainage Exhibit Existing Condition Civil Engineering - Land Surveying - Land Planning 16866 Seville Avenue Fontana, California 92335 ALLARD ENGINEERING Prepared By: PHONE (909) 356-1815 Fax (909) 356-1795 ea 100 FS 934.0 Q = 11.5 CFS 2 FS 949.0 (HP) Q = 0.0 CFS100 0 FS 937.0 Q = 7.4 CFS100 1Q = 8.3 CFS <10.3 CFSMIT 100 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 080 80 80 4040 FG 948 (HP) Q = 0.0 CFS100 0 (90% Q IN EX) DRAINAGE EXHIBIT-EXISTING CONDITION COMM (10% PERV) ID • ACREAGE (AC.) -- X <o ~ --.. GRV -■■-■■- RAVEL PAVED(8O% PRV) X <o :t "' IND/CA TES DRAINAGE BOUNDARY ~ IND/CA TES FLOW DIRECTION TRAVEL LENGTH (F"T) /SURFACE ELEV NODES ""-FLOW RATE 100-YR STORMEVENT X ~ "' 0) ),. {!l 0 ;> <o ~ --.. PREPARED FOR: THE CONCO COMPANIES 13052 DAHLIA STREET FONTANA, CA 92337 PH: (925) 685-6799 Filename: I: \Conco Companies\DWG\ENTITLEMENT\EXHIBITS\DRAINAGE EXHIBIT.dwg SCALE: 1"=80' DA H L I A S T R E E T SA N T A A N A A V E N U E