Laserfiche WebLink
'2 S/.N: 33001551 4MVersion: 5.00 Data Fiie: scnooi2.oc'. <br /> �f ltt1i31i111}}111[1}tlittlilllllll33lt {li{iltllilll{ltitt{{[f l{{tttt{/ltttiti <br /> f l 1 <br /> FLOOD HYDROGRAPH PACKAGE iHEC-1) U.S. ARMY CORPS OF ENGINEERS ' <br /> FEB•RUARY 1981 x THE HYDROLOGIC ENGINEERING CENTER ` <br /> REVISED 02 AUG 88 ' 609 SECOND STREET ' <br /> ' DAVIS, CALIFORNIA 95616 ` <br /> RUN DATE 05/17/1991 TIME 07:A7:A9 ' <br /> 1 1 i <br /> l i t i I l i I t 1 t it l 11 i l l i t l i t i l I l i t l i l i i l i 1111 11111ItIlIl111 11 t 11 I{t{t t i ti{1111I It1it <br /> ' MAYBELL SCHOOL SECTION PIT 101 YR STORM L'.3 INi <br /> THIS MODEL PROVIDES -.-E VOLUME AND PEAK FLOWS FOR DESIGNING T4E CHANNEL FROM <br /> BASIN 6 TO THE CATCHMENTS AT -HE NORTHWEST CORNER OF ThE PT <br /> ,6 IO OUTPUT CONTROL VARIA3-c <br /> IPRNT 5 ?RINT CSNiROL <br /> IPLOT 0 PLOT CONTROL <br /> OSCAL 0. HYDROGRAPH PLOT SCALE <br /> ' :' HYDROGRAPH TIME DATA <br /> NMIN 15 MINUTES IN COMPUTATION INTERVAL <br /> IDATE 1 1 STARTING DATE <br /> (TIME 0001 Si ARTING TIME <br /> NO 70 NUMBER OF HYDROGRAPH ORDINATES <br /> NDOATE 1 :LADING DATE <br /> NOTIME 1716 ENDING TIME <br /> ' ?CENT 19 :E97URY MARK <br /> COMPUTATION' INTERVAL .25 HOURS <br /> ' -OTAL T:"E BASE '7.25 MOORS <br /> :NG-I5� •! 775 <br /> DRAINAGE AREA SQUARE MILES <br /> PRECIPITATION DEPTh INCHES <br /> -ENGTH. E:EVAi:D!i FPS? <br /> =LOW CUBIC FEET PEP. SECOND <br /> ' STORAGE `!0_OME ACRE-FE:- <br /> SUR.-ACE AREA ACRES <br /> -E�P.`RA'URE ?":PEES <br /> 1 <br /> 1 <br /> 1 <br />