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<br />I <br />I <br />I <br />I <br />I <br />1810 <br />I IT <br />I <br />I <br />I <br />I JP <br />I JIl <br />I <br /> <br />*Hi <br /> <br />FLOOD HYDROGRAPII PACKAGE BEC-l (IBII XT 512K VERSION I -FEa 1,1985 <br />U.S. ARJlY CORPS OF E1fGIIlEERS, THE HYDROLOGIC EIIGIIlEERING CEIlTER, 609 SECOND STRE!.'l', DAVIS, CA. 95616 <br />it*' <br /> <br />CITY OF Gl!EELEY <br />PETERSON RESERVOIR <br />PHP FLOOD - LOCAL \'II1llIDERSTORII <br />USBR SYIfTBETIC UNIT HYDROGRAPII <br />JULY 1992 <br />THE EIIGINEERING CO. JBZ <br /> <br />8 <br /> <br />OUTPUT COIfTiOL VAIlIABLES <br />IPRIIT 3 PRINT CONTROL <br />IPLOT 0 PLOT CONTROL <br />QSCAL O. HYDROGRAPB PLOT SCALE <br /> <br />HYDROGRAPII TIllE DATA <br />KIlIN <br />lOAn <br />ITlME <br />NQ <br />KDDATE <br />wrllIE <br /> <br />5 <br />1 0 <br />0000 <br />150 <br />1 0 <br />1225 <br /> <br />KlllUTES IN COHPUTATION INTERVAL <br />STARTING DATE <br />STARTING TIllE <br />NUllBER OF HYDROGRAPII ORDINATES <br />ElIDING DATE <br />EIIDIIIG TIllE <br /> <br />COIlPU'l'ATIOIl IIlTERVAL .08 BOlffiS <br />TOTAL TIllE BASE 12.42 HOURS <br /> <br />EIIGLISB UNITS <br /> <br />IIULTI -PLAII OPTION <br />lIPLAII <br /> <br />1 NUllBER OF PLAIIS <br /> <br />IIULTI-RATIO OPTION <br />RATIOS OF PRECIPITATION <br />1.00 <br /> <br />111,... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... <br /> <br />lKK <br />I <br /> <br />I qA <br /> <br />I <br />IPB <br /> <br />tU'*tit....** <br />. . <br />. BASIKl' <br />. . <br />***"*tUtu*, <br /> <br />PHP CALCULATION <br /> <br />SUBBASIII RUNOFF DATA <br /> <br />SUBBASIN CIlARACTERISTICS <br />TARE! 2.70 SUBBASIN ARE! <br /> <br />PRECIPITATION DATA <br /> <br />DEP'rBS FOR o-PERCEIlT BYPOTRETICAL STORII <br />