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. . ... " CEIOOQ06.0H2 o 9MARO 6 15:31:55 JC JP ************************************************************************ TWSPILL TO LPATH 2580-3450, LEFT BANK DIVIDED FLOW 208917-209210 WS 5 208917 209210 203557 300 WC 0 4904 60 4900 80 4899.9 230 4900 280 490001 TWSPILL TO LPATH 3450-4355, LEFT BANK DIVIDED FLOW 209210-209470 WS 2 209210 209470 203557 300 WC 0 490001 270 4900.1 TWS PILL TO LPATH 4355-6860\7680, LEFT BANK DIVIDED FLOW 209470-211250 WS 17 209470 211250 203557 3.0 WC 0 490001 300 4900.1 550 4900. 4 660 489905 680 4900 WC 930 490108 1000 4902 1050 4904 1105 4904.5 1140 4904 WC 1210 4904 1400 490409 1515 4904 1535 4903.2 1560 4904 WC 1630 490407 1800 4906.2 TWSPILL TO LPATH 7680-8680, LEFT BANK DIVIDED FLOW 211250-212317 WS 14 211250 212317 203557 3.0 WC 0 4906.2 10 4906 60 4906 160 4907.1 210 4908 WC 605 4908 645 4908.3 715 4907.5 785 4908.5 890 490605 WC 940 4908 985 4909.2 1030 4908 1063 4907.5 TWSPILL TO LPATH 7680-8680, LEFT BANK DIVIDED FLOW 212317-213072 WS 11 212317 213072 203557 300 WC 0 490705 100 4908 140 4908.2 200 490808 340 4909098 WC 440 490909 550 4910 650 491007 690 4908.6 720 4910 WC 790 4912 TWSPILL TO LPATH 8680-9390, LEFT BANK DIVIDED FLOW 213072-213847 WS 13 213072 213847 203557 300 WC 0 4912 40 491302 130 4910 200 4908.8 230 4910 WC 250 4910.9 260 4910 290 4908.6 295 4910 495 4910.9 WC 590 491004 710 491006 760 4912 ************************************************************************ ************************************************************************ SPLIT FLOW CARDS INSERTED FROM THE EFFECTIVE UPPER Q 100-, 50- AND 10-YEAR FLOODPLAIN MODEL IUPPERQ.DAT) FROM THE ORIGINAL 1994 FEMA STUDY 0 ************************************************************************ BEGIN MODIFICATIONS BY ACE IN MARCH 2006 FOR THE OXBOW LEVEE PROJECT LOMRo ************************************************************************ THE 87 IN FIELD 5 OF THE JP CARD FOR THE LINCOLN FLOW SPLIT ;IAS CHANGED TO 100 TO RETURN ALL FLOW LOST TO THE LINCOLN DIVIDED FLOW PATH BACK INTO THE MAIN CHANNEL UPSTREAM OF MULBERRY. ************************************************************************ 09MARO 6 15:31:55 JC JP 100 TWSPILL TO LEFT BANK ABOVE LINCOLN AVENUE WS 3 227437 228117 223617 3.0 WC 0 4950. 4200 4951.6 680. 4950. TWSPILL TO LEFT BANK ABOVE LINCOLN AVENUE WS 5 228117 228637 223617 3.0 WC 0 4950. 40. 4952. 1900 49540 4200 49560 600. 495807 ************************************************************************ 09MAR06 15:31:55 THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC ****************************************************************************** STARTING WATER SURFACE ELEVATIONS MATCH THOSE USED IN THE EFFECTIVE LOWER Q 100-, 50-, AND 10-YEAR FLOODPLAIN MODEL (LOWQ990 DAT) FROM THE 1999 TIMBERLINE ROAD LOMR AND WERE OBTAINED FROM THE 1993 LARIMER COUNTY FIS RESTUDY 0 ****************************************************************************** TlREVISED (1988) DISCHARGES RUN IN MODIFIED MODEL TZEXTENS ION TO POUDRE RIVER FLOOD INSURANCE STUDY T3CACHE LA POUDRE RIVER --- 10 YEAR EVENT Jl ICHECK INQ NINV IDIR STRT METRIC HYINS Q J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW -1 -1 WSEL 4852.95 CHNIM PAGE PAGE PAGE FQ I TRACE Page 3 of 49 P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Corrected Effective Models\CEl 00Q060doc Created on 3/9/2006 3:33 PM