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<br />upp fte. Q. D.4 T <br />r,.OfY) I ~ 1 lot S tv eJ y <br />.s"fflt,..(.i,,~ flredil/e.. FJ;S <br /> <br />100' ~Q" <br />111 dJd <br /> <br />0)( bow <br /> <br />rffec.J...'v~ CCI..,J; '/-"M <br />~(" 2dO(" <br />Laett.. Lorv, R.. <br /> <br />il <br />. <br /> <br />1*****************************************************~ <br /> <br />* *** ** * * *** ** **** * *;.,. '*"" * * * ** *... ** * * *... * *..." <br /> <br />WATER SURFACE PROFILES <br />VERSION OF SEPTEMBER 1988 <br />ERROR: 01,02,03 <br />UPDATED: SEPTEMBER 1989 <br />RUN DATE 10/16/93 TIME <br /> <br />19:40:25 <br /> <br />U. S. ARMY CORPS OF ENGINEERS <br />THE HYDROLOGIC ENGINEERING CENTER <br />609 SECOND STREET, SUITE D <br />DAVIS, CALIFORNIA 95616-4687 <br />(916) 756-1104 <br />*************************************** <br /> <br />x X XXXXXXX XXXXX XXXXX <br />X X X X X X X <br />X X Y. Y. Y. <br />XXXXY.XY. XXXX X XXXXY. XXXXY. <br />X X X Y. X <br />X Y. X X X Y. <br />X X XXXXXXX XXXXX XXXXXXX <br /> <br />END OF BANNER <br />1 <br /> <br />10/16/93 <br /> <br />19:40:25 <br /> <br />PAGE <br /> <br />THIS RUN EXECUTED 10/16/93 <br /> <br />19:40:25 <br /> <br />HEC2 RELEASE DF.TED SEP 88 UPDF.TED SEPT 1989 <br /> <br />ERROR CORR - 01,02,03 <br />MODIFICF.TION - <br /> <br />file to determine discharges for upper reach for 10-, 50- ane lOO-year <br /> <br />SPLIT FLOW ROUTINE FOR SPIILL TO LEFT BANK ABO\~ LINCOLN AVENUE <br /> <br />SPLIT FLOW BEING PERFORMED <br /> <br />:. SF <br /> <br />,I <br /> <br />JC <br />JP 87 <br /> <br />TW SPILL TO LEFT BANK ABOVE LINCOLN AVENUE <br />WS 227437 228117 223617 3.0 <br />WC 4950. 420. 4951.6 680. 4950. <br /> <br />TW <br />WS <br />WC <br />1 <br /> <br />SPILL TO LEFT BANK ABOVE LINCOLN AVEI<UE <br />5 228117 228637 223617 3.0 <br />o 4950. 40. 4952. 190. 4954. <br /> <br />420. <br /> <br />4956. <br /> <br />600. 4958.7 <br /> <br />10/16/93 <br /> <br />19:40:25 <br /> <br />PAGE <br /> <br /> Tl 1988 DISCHARGES IN MODIFIED MODEL <br /> T2 CACHE LA POUDRE RIVER; FT. COLLINS, CO <br /> T3 1 0 YEAR EVENT <br /> J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ <br /> 4923.21 <br /> J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM I TRACE <br /> -1 <br /> J3 VARIABLE CODES FOR SUMMARY PRINTOUT <br /> 38 1 13 14 15 53 54 27 28 50 <br /> 26 0 38 42 39 23 24 <br /> DISCHARGES FOR SPLIT FLOW COMPUTATIONS <br /> QT 5370 10200 13300 <br /> NC .040 0.063 0.035 0.3 0.5 <br /> DIVERS I ON DAM -TIMNATH RESERVOIR INLET- <br /> OLD SECTION 217033 <br /> Xl 218017 12.00 10010.00 10088.10 .00 .00 .00 .00 .00 .00 <br /> GR 4926.0 8550.0 4924.0 8560.0 4924.0 8610.0 4922.0 9050.0 4922.0 9630.0 <br />I. GR 4924.0 9735.0 4924.5 10010.0 4917.9 10010.1 4917.9 10088.0 4924.5 10088.1 <br />GR 4930.0 10100.0 4938.0 10125.0 <br />NC 0.070 0.090 0.035 <br />OLD SECTION 218703 <br /> Xl 219777 26.00 10360.00 10442.00 955.00 1935.00 1760.00 .00 .00 .00 <br />