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<br />I' <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />August 25, 1997 BHIOOFI3.CHO <br /> <br /> <br />f1ME TO ~~ TIP( Cf aKENTRATlCJ4 PEAt. AATE Cf Rl..IU'F IIUf ~ PEAK VQ.IK Cf Rl'O'F <br />HUN) ("IN) (CFS/~I) ecrs) (Ar) <br /> <br />,.. <br /> <br />24.00 <br /> <br />197115 <br /> <br />132.07 <br /> <br />3.57 <br /> <br />... t(}TE IlE TIM( TO PEAK IS CALCllAT(O BASED eM TIf: rIME Cf C(w(ENTRAfI~ PROVIDED BY ll€ USER. <br />REPlACIt<<i r!f: (JrI[CCH'UTEOBY Cl.HPO tTP- 1.59) <br /> <br />WIDTH AT SO" 15. '1IN. WIDTH AT 75" 8.I1IN. K50" ,11 K75" .J7 <br /> <br />RAINFAll LOSSES INPUT 'rJ! BASIN DATA <br /> <br />JW:. PERVIOJS REf. .. .40 IN. IW. UftRVIWS RET. .10 IN. <br />INFILTRATICJrt .. 4.50 [N./If!.. DECAY.. .OOlBO/SECCHl FNIHFl".60 IN.lt<<. <br /> <br />RATlCWAl rCFJtJ.A c .. .58 <br />I .. 4.8 lNOf:S/1-O..R <br />A .. 42.9 ACRES <br />Q- 118.CF5 <br />U.u.F.C.O. Cl.M' RtJ(FF ..w.LYSIS EXECUTED ()I DATE <br /> <br />'J,Hl[/PC '/EFlSICN K'OIFIEO IN JAMJARV 1985 <br /> <br />ATTIo'f: <br /> <br />PRINTOPT/()I,'UeER:;ElECTEDF{Jl.T1ilSBA$IN!S 7 <br /> <br />5ll..LHEAIl ~Qi; IOO-fR: FEHA FIS: 9/25/97 (BtHOOFl3.01tJdddH&AGC/pond3 <br /> <br />aASINiD' 29 <br /> <br />BASINaJtlENT: SLIl8ASINlD-Z9 <br /> <br />.%REA '''"$ aAS1H LENGTH Cf BASIN GIST TO CE~JO IlftRV1ClJS AREA SUFE L.m ~TI{w <br />(5()!f) (Hll ("'I) (FeT) (fT/FT) (I1IH) <br /> <br />05 <br /> <br />.26 <br /> <br />.44 <br /> <br />15.00 <br /> <br />.0170 <br /> <br />5.00 <br /> <br />CClFFICIEtfT CCHFICIENT <br />(REFLECTIHG TIME TO PEAK) U~ELATED TO PfAK RATE Cf RUNOFF) <br /> <br />118 .192 <br /> <br />CALCIJ...ATEO~lTHYORCXiRAPH <br />TIME ro;lEAK. fit'( Cf CCWCEHTRATICJrI ?EAA RATE Cf RLKFF L.NlT HYORCGRAPH PEAK V(ll.l1E Cf RlKfF <br />0'1114) (MIH) (CFS/SlJ'Ill (CFS) (Af) <br /> <br />lO..J5 <br /> <br />48.1J0 <br /> <br />925.69 <br /> <br />49.1J6 <br /> <br />2.83 <br /> <br />20 <br />