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<br />:1 <br /> <br />. <br /> <br />. <br /> <br />DEUQ06.0H2 <br /> <br />1******************************************** <br />* HEC-2 WATER SURFACE PROFILES * <br /> <br />Version 4.6.2; May 1991 <br /> <br />RUN DATE <br /> <br />06FEB06 <br /> <br />TIME <br /> <br />09:17:31 <br /> <br />*************************************** <br /> <br />U.S. ARMY CORPS OF ENGINEERS <br />HYDROLOGIC ENGINEERING CENTER <br />609 SECOND STREET, SUITE D <br />DAVIS, CALIFORNIA 95616-4687 <br />(916) 756-1104 <br />*************************************** <br /> <br />PAGE <br /> <br />THIS RUN EXECUTED 06FEB06 <br /> <br />09: 17: 31 <br /> <br />******************************************** <br /> <br />X X XXXXXXX XXXXX XXXXX <br />X X X X X X X <br />X X X X X <br />XXXXXXX XXXX X XXXXX XXXXX <br />X X X X X <br />X X X X X X <br />X X XXXXXXX XXXXX XXXXXXX <br /> <br />06FEB06 <br /> <br />09:17:31 <br /> <br />PAGE <br /> <br />FQ <br /> <br />I TRACE <br /> <br />28 <br /> <br />50 <br /> <br />************************************* <br /> <br />HEC- 2 WATER SURFACE PROFILES <br /> <br />Version 4.6.2; May 1991 <br />************************************* <br /> <br />FILE: DEUQ06.DAT <br />THIS 2006 OXBOW LOMR DUPLICATE EFFECTIVE MODEL: <br />1. IS BASED ON THE ORIGINAL 1994 EFFECTIVE UPPERQ.DAT <br />FEMA MODEL. <br />2. COMPUTES DISCHARGES FOR THE 100-YEAR SPLIT FLOW PATHS DEFINED <br />BY THE SPLIT FLOW CARDS. THE RESULTS OF THE SPLIT FLOW ROUTINES <br />WERE UTILIZED AS QT INPUT IN THE ORIGINAL 1994 UPPER.DAT MODEL. <br />3. WAS RE-RUN WITHOUT ANY CHANGES MADE TO THE 1994 MODEL (UPPERQ.DAT). <br />************************************************************************ <br /> <br />FILE: UPPERQ. DAT <br />file to determine discharges for upper reach for 10-, 50- and IOO-year <br /> <br />SPLIT FLOW ROUTINE FOR SPILL TO LEFT BANK ABOVE LINCOLN AVENUE <br /> <br />SPLIT FLOW BEING PERFORMED <br /> <br />SF <br /> <br />JC <br />JP <br /> <br />87 <br /> <br /> QT 3 5370 10200 13300 <br /> NC .040 0.063 0.035 0.3 0.5 <br />. DIVERSION DAM -TIMNATH RESERVOIR rNLET- <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 /> <br />TWSPILL TO LEFT BANK ABOVE LINCOLN AVENUE <br />WS 3 227437 228117 223617 3.0 <br />WC 0 4950. 420. 4951.6 680. 4950. <br /> <br />TWSPILL TO LEFT BANK ABOVE LINCOLN AVENUE <br />WS 5 228117 228637 223617 3.0 <br />WC 0 4950. 40. 4952. 190. 4954. <br />1 <br /> <br />420. <br /> <br />4956. <br /> <br />600. 4958.7 <br /> <br />06FEB06 <br /> <br />09:17:31 <br /> <br />T11988 DISCHARGES IN MODIFIED MODEL <br />T2CACHE LA POUDRE RIVER; FT. COLLINS, CO <br />T310 YEAR EVENT <br /> <br />J1 I CHECK <br /> <br />INQ <br /> <br />NINV <br /> <br />IDIR <br /> <br />STRT <br /> <br />METRIC <br /> <br />HVINS <br /> <br />Q <br /> <br />WSEL <br /> <br />4923.21 <br /> <br />J2 NPROF !PLOT PRFVS XSECV XSECH FN ALLDC IBW <br /> -1 <br />J3 VARIABLE CODES FOR SUMMARY PRINTOUT <br /> 38 1 13 14 15 53 54 <br /> 26 0 38 42 39 23 24 <br /> DISCHARGES FOR SPLIT FLOW COMPUTATIONS <br /> <br />CHNIM <br /> <br />27 <br /> <br />Page 1 of 65 <br /> <br />P:\COFC2003\1O - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Dup1icate Effective Models\DEUQ06.doc <br /> <br />Created on 2/6120069:19 AM <br />