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<br />. <br /> <br />. <br /> <br />RCIOOQ06.0H2 <br /> <br />... **** ** * * * ** *... * ** * ** ** ********* ** **** ** * ** * * *** * * *** *... * *... * * * * * ** ** ***** * <br /> <br />09MAR06 <br /> <br />16:05:36 <br /> <br />PAGE <br /> <br /> 09MAR06 16:05:36 PAGE <br /> TWSPILL TO LPATH 2580-3450, LEFT BANK DIVIDED FLOW 208917-209210 <br /> WS 5 208917 209210 203557 3.0 <br /> WC 0 4904 60 4900 80 4899.9 230 4900 280 4900.1 <br /> TWSPILL TO LPATH 3450-4355, LEFT BANK DIVIDED FLOW 209210-209470 <br /> WS 2 209210 209470 203557 3.0 <br /> WC 0 4900.1 270 4900.1 <br /> TWSPILL TO LPATH 4355-6860\7680, LEFT BANK DIVIDED FLOW 209470-211250 <br /> WS 17 209470 211250 203557 3.0 <br /> WC 0 4900.1 300 4900.1 550 4900.4 660 4899.5 680 4900 <br /> WC 930 4901.8 1000 4902 1050 4904 1105 4904.5 1140 4904 <br /> WC 1210 4904 1400 4904.9 1515 4904 1535 4903.2 1560 4904 <br /> WC 1630 4904.7 1800 4906.2 <br /> TWSPILL TO LPATH 7680-8680, LEFT BANK DIVIDED FLOW 211250-212317 <br /> ws 14 211250 212317 203557 3.0 <br /> WC 0 4906.2 10 4906 60 4906 160 4907.1 210 4908 <br /> WC 605 4908 645 4908.3 715 4907.5 785 4908.5 890 4906.5 <br /> WC 940 4908 985 4909.2 1030 4908 1063 4907.5 <br /> TWSPILL TO LPATH 7680-8680, LEFT BANK DIVIDED FLOW 212317-213072 <br /> WS 11 212317 213072 203557 3.0 <br /> WC 0 4907.5 100 4908 140 4908.2 200 4908.8 340 4909.98 <br /> WC 440 4909.9 550 4910 650 4910.7 690 4908.6 720 4910 <br /> WC 790 4912 <br /> TWSPILL TO LPATH 8680-9390, LEFT BANK DIVIDED FLOW 213072-213847 <br /> WS 13 213072 213847 203557 3.0 <br /> WC 0 4912 40 4913.2 130 4910 200 4908.8 230 4910 <br />. WC 250 4910.9 260 4910 290 4908.6 295 4910 495 4910.9 <br />WC 590 4910.4 710 4910.6 760 4912 <br />************************************************************************ <br /> <br />THE FOLLOWING CHANGES WERE MADE DURING THE 2001 POWER PLANT DROP <br />STRUCTURE/BOAT CHUTE LOMR <br /> <br />1. ADDED CROSS SECTIONS 230193 AND 230355. REACH LENGTHS FOR <br />CROSS SECTION 230467 WERE ADJUSTED DUE TO THE ADDITION OF CROSS <br />SECTION 230355. <br /> <br />THE FOLLOWING CHANGES WERE MADE DURING THE 1999 TIMBERLINE ROAD <br />LOMR. <br /> <br />FILE: LOWQ99.DAT <br />THIS 1999 LOMR MODEL: <br />1. IS BASED ON THE 1997 LOWQ97R.DAT MODEL. <br />2. INCORPORATES AS-BLT SURVEY DATA BETWEEN X-SEC.S 212317 THRU 216105 <br /> <br />FILE: LOWQ97R.DAT <br />1997 TIMBERLINE ROAD EXTENTION\CACHE LA POUDRE RIVER CLOMR <br />REVISED CONDITIONS ANALYSIS <br /> <br />This file, LOWQ97R. OAT I calculates the 10-, 50-, 1 DO-year discharges <br />used in the LPATH97R.DAT and the Main Channel water surface <br />elevations. <br />LOWQ97R incorporates an RPATH blocking levee (NO RPATH split flows) <br />Timberline Rd., bridge and extra conveyance channel under bridge, and <br />channel widening at cross section 212317. <br /> <br />STARTING WATER SURFACE ELEVATIONS FROM 1993 LARIMER COUNTY FrS RESTUDY <br />AT SECTION 192488 <br />BASE TOPOGRAPHY & STA. LOCATIONS BETWEEN STA. 209057 AND 217212 <br />FROM AERO-METRIC, INC. 11\08\1996 C.I.~2' <br />REVISED CONDITIONS BASED ON CITY OF FORT COLLINS TIMBERLINE RD. EXTENSION <br />& DRY CREEK CHANNEL IMPROVEMENTS PLANS 04\11\1997 <br /> <br />BEGIN THE EFFECTIVE LOWER Q 100-, 50-, and 10-YEAR FLOODPLAIN <br />MODEL (LOWQ99.DAT) FROM THE 1999 TIMBERLINE ROAD LOMR. <br />****************************************************************************** <br /> <br />SPLIT FLOW BEING PERFORMED <br /> <br />SF <br /> <br />JC <br />JP <br /> <br />************************************************************************ <br /> <br />P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Revised Models\RCI00Q06.doc <br /> <br />Page 3 of 49 <br /> <br />Created on 3/9/20064:06 PM <br />