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File: J:\OOCOBS \003-2203 \S•JRFWATE \CC^]TMp4H.CUT 1/21/3002, 10:E5:12AM <br />HEC1 Sj N: 1333000242 HMVer3i0n: 6.40 DSCB File: CCVTmp4b. hC1 <br />u••••••u«e•.•••«•••e •.••••.«••••u <br />•.•u«:.•••••••«•••.•••. •.•.••..•••.• <br />• FLO00 HYDROGRAPH PACKAGE (HEC-1) • <br />CORPS OP ENGINEERS <br />• SEPTEMBER 1990 • <br />ENGINEERING CENTER <br />• VERSION 4.0 <br />sacoND sTAEeT <br />CALIFORNIA 95616 • • <br />• RUN DATE 01/23/2002 TIME 10:55:11 <br />(916) '156-1104 <br />••e•.w•••••••••••••••••.e•••••••••r••o• <br />••••••••u ••••«e•e ••r ••••• e••u ••••• <br />• U.S. ARMY <br />• HYDROLOGIC <br />• 609 <br />• DAMS, <br />CCSV Phase N Temporary Diversion Hydrologic Analysis / Type II Storm <br />25-year, 24-2104r RBCYrrence In[ervai SCOim Sven[ <br />' Lag Time~0.6•Time Of COIICEn[rdtiOn <br /> PSGjeCt NO.: 003-22W .200 Ddte: 01/16/02 <br /> (Reclasssed HOSSDV Source area in Subhasin 0) <br /> Weighted CN Ca1c. Ref.: Calculation ?able 1H. <br />E IO OUTPOT CONTROL VAR IABLES <br />IPRND 9 PRINT CONTROL <br />IPLOT 0 PLOT CONTROL <br />OSCAL 0. NYDROGRAPH PLOT ECALE <br />IT HYDRDGRAPH TIME DATA <br />NMIN 6 MINVTES IN COMPUTATION INTERVAL <br />IDATE 1 0 STARTING DATE <br />ITIME 0000 STARTING TIME <br />NQ 240 NUMBER OP AYDROGRAPH ORDINATES <br />NDDATE 1 0 ENDING DATE <br />NDTIME 2354 ENDING TIME <br />KENT 19 CENTDRY MART( <br />COMPUTATION INTERVAL .SO HOURS <br />TOTAL TIME BASE 23.90 HOURS <br />ENGLISH UNPTS <br />DRAINAGE AREA SOUAR6 MILES <br />PRECIPITATION DEPTH INCHES <br />LENGTH, ELEVATION FEET <br />FLOW CUBIC FEET PER SECOND <br />STORAGE VOLUME ACRE-FEET <br />SURFACE AREA ACRES <br />TEMPERATURE DEGREES FAHRENHEIT <br />