Laserfiche WebLink
..-ae J:`.9oS J85 .958 ]0-6 .Hea che[.C~1 rv F cu[ L2 'S .OOd. o ]'P'~ <br />FL000 N1UP.^GR:. Pii P:.Ci:.Gc IHE61. <br />6 EPTEMBEP. 1990 <br />VEFS10tJ i 0 <br />• RUN DATE 0$109/:000 TSME 1]:4]:31 <br />......................................... <br />................... ......... .. .... .... <br />• C 5. pPfl'i °CR iS iF E:.~:}EEiS <br />• HYDRO LCG IC ENGINE E@IN: CEL-EF <br />• 609 SECOtJ9 STREET <br />• OA:IE, C:.:.I FO]U::A 556:0 <br />' 19161 ]Se-1101 <br />...................................... <br />X % %1(%%%%% X%%%% Y. <br />Y. % % % % %% <br />% % X X % <br />XXXX%%% %%%% % %%.4%% % <br />% % % % X <br />% Y. % % % % <br />% % %XX%X%l: %%%%X %%% <br />THIS PPOGRAM RBPLACE6 ALL PREVIOVS vERE I0N9 OP H¢C-1 INORN AS HEC1 (JAN ]ll. HEC1G6, HEC1D8, ANU HECIKR <br />THE DEFINITIONS OF VARIABLES -RTiMP- AIrtJ -RT SOR HAVE CHANGED FROM THOSE USED HSTH THE 19])-STYLE INPITI' STRUCNILE. <br />THE DEFLII TION OF -AMSKR~ ON RM-CARD ups CHANGED uI TH REVIEiONE DATED 30 EEP B1. TH[E [E THE FORTRAN]] VERSION <br />NEM OPTIONS DW9REAp OVIPLDU BIfBMERG EN:E SINGLE EVEM DNNGE CALNLATION. OsE:MN ITS STAGE PR EOUENCY, <br />DSE READ TIME SERIES AT DESIRED CALNLATIOtJ ItT[ERVAL IQSS RATE~GREEN AND AMPT INPI LTAAT30N <br />KINEMATIC RAVE. NEU FINITE DIPFEP.ENCE ALGORITHM <br />1 HEC~1 INPVI PACE 1 <br /> LIIJE ID. .....1 ...... 3 .].. ... a ..5.. .. .6.. .....].. ... 8.. .... .9... .. 30 <br /> 1 ID CC6V Hytlrolog is Comparaeon Anal ysvs Reclaimetl Contl v[vp ns/TYPE II 6TORM <br /> [D 100-year reccurrence vn[erval s[o[m <br /> ] IO c.\uaera\rteacer\CCVw .HC1 <br /> a ID Lag Tvmes - 0.6•TVmes o[ Concenc ra[von <br /> 5 ID Pro]et[ Na.. 99]3 zce.x <br /> e ID Da[e: 3/01/00 <br /> DI AGRAn <br />• ] it 6 0 0 ]aD <br /> 0 . <br />20 5 0 <br /> %e s4 lac eubbasm <br /> 10 rcM scs Rwo[L cpmpuca[von <br /> 11 BA D.0]9] <br /> 13 PB ].B <br /> • SCS Rainfall Dvcc rvbu[6on TYPE 11 ^OM[NI <br /> 1] IN )0 <br /> la PC 0.0000 0.005IJ O.D1050 0.0361) 0 03300 0. 0381) 0 0]950 0. 0411) 0 09800 0. 05535 <br /> is PC 0 0610 0.0]335 D 00000 0.00935 D 09900 O. I0935 0 .1'.000 0. 1]235 0 li ]00 0. 16 i0p <br /> 16 PC 0.1610 0 30900 0.3]500 0.38100 0.66100 0. ])500 0 .'1'1300 0. ]9900 0 .83000 0. 0)]6] <br /> 1] PC O.BSIS 0 86]6) 0 BB000 O 99119 0.90160 0. 93169 0 .93100 0. 93969 0 9J]]0 0. 9a519 <br /> IB PC 0.9530 0.95Baa 0.964]0 0 9~09a 0.9]]00 0 9B39i 0 .968]0 0 999a9 v .00000 <br /> 19 LS 0 ]1 <br /> 3D w o.DS3 <br /> 31 Y,Y. 55 ][tl cubbasvn <br /> 33 KM ECE Runpt[ Compuca[ion <br /> :] BA 0.01]3 <br /> 3i LS 0 ]v <br /> :s uD O w3 <br /> I6 rcrc 53-5 Combvne sa antl 5s <br /> 3] HC 3 <br /> 16 rcK 515 subbasin <br /> 39 FN SCS RunotL COmpu[a[aon <br /> 30 BA 0.0349 <br /> ]1 LS 0 ]1 <br /> ]3 w D.Da3 <br /> n zz <br />1 <br /> fiCHEINTIC DSAGRAM OF ETREhM NE1510RK <br />INPUT <br />LIKE <br />• IVI ROIIII NG 1---.1 DIVERSION OR PUMP FLOu <br />NO 1.1 CONNECNR 1.~"1 R6"ILRN OF DIVERTED OR PUMPW PL OR <br />