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<br /> CElOOQ06.0H2 <br /> GR 4922 8920 4922 9980 4922 10010 4914.9 1001001 491409 10088 <br /> GR 4924.5 10088.1 4930 10100 4938 10110 <br /> DIVERSION DAM -TIMNATH RESERVOIR INLET DITCH <br />, <br />. QT 3 5370 10200 13300 <br />Xl 218017 16 10010000 10088.1 5000 5000 5.00 000 .00 .00 <br />X3 10 <br />GR 492704 8480 4926 8510 4926 8560 4924 8570 4924 8810 <br />GR 4922.5 9100 4922 9530 4922 9670 4924 9750 4924.5 9940 <br /> GR 492405 10010 4917 0 9 10010.1 4917.9 10088 4924.5 1008801 4930 10100 <br /> GR 4938 10110 <br /> END OF 1994 LOWERQoDAT DECK <br /> BEGIN OF 1994 UPPERQ. DAT DECK <br /> NC 00070 0.090 00035 <br /> Xl 218990 31 10495 10595 400 1200 973 <br /> X3 10 <br /> GR 4928 8990 4926 9015 4924 9235 4924 9350 492702 9390 <br /> GR 4924 9480 4924 9540 4926.3 9620 4924 9660 4924 9730 <br /> GR 492503 9745 4922 9795 492005 9860 4922 9910 4924 10000 <br /> GR 4922 10120 4924 10190 492606 10220 4924 10280 4924 10380 <br /> GR 4926 10390 4926 10400 4922 10420 4922 10495 4918 10505 <br /> GR 4917 .1 10545 4918 10585 4922 10595 4922 10665 4940 10725 <br /> GR 4942 10740 <br /> Xl 219777 24 10380 10460 555 850 787 .00 .00 000 <br /> GR 4930 9475 4928 9550 4926 9860 4926 10000 4925.5 10130 <br /> GR 4926 10200 4928 10380 4918 10400 4916.4 10420 4918 10445 <br /> GR 4924 10460 4924 10520 4920 10530 4922 10540 4924 10580 <br /> GR 4926 10595 4926 10610 4922 10640 4920.3 10645 492003 10685 <br /> GR 4922 10690 4930 10755 4932 10800 4948 10900 <br /> Xl 220627 21 11740 11955 800000 600000 850.00 000 .00 .00 <br /> GR 4932 11230 4930 11290 4930 11440 4928 11700 4926 11740 <br /> GR 4924 11760 4922 11775 4920 11780 491908 11791 4918.5 11830 <br /> GR 491807 11855 4920 11860 4924 11865 4924 11955 4922 11980 <br /> GR 4922 11985 4926 12030 4926 12190 4928 12260 4930 12280 <br /> GR 4952 12350 <br /> NC 00065 0.090 0.035 003 005 <br /> DOWNSTREAM SIDE OF LEMAY AVE. BRIDGE <br /> OLD SECTION 220553 <br /> Xl 221637 24000 11420000 11678000 970000 890.00 1010.00 .00 .00 000 <br /> X3 10 <br /> GR 493600 11310.0 493800 1140000 493200 1141000 4932.2 1142000 492708 11436.0 <br /> GR 492608 11447.0 492307 11457.0 4922.7 1146400 4923.5 1149600 492209 11500.0 <br /> GR 4922.6 11502.0 492204 11506.0 4923.5 11526.0 4922.9 11539.0 492302 1155300 <br /> GR 4926.4 11566.0 4928.0 11595.0 4928.1 11597.0 493006 1164500 4931.1 11654.0 <br /> GR 4938.8 11678.0 494000 1168000 4948.0 1174000 495000 11885.0 <br />. ****************************************************************************** <br /> 09MAR06 15:31:55 PAGE 16 <br /> END THE EFFECTIVE LOWER Q 100-, 50-, and 10- YEAR FLOODPLAIN <br /> MODEL (LOWQ99.DAT) FROM THE 1999 TIMBERLINE ROAD LOMRo <br /> ****************************************************************************** <br /> BEGIN THE EFFECTIVE UPPER Q 100-, 50-, and 10- YEAR FLOODPLAIN <br /> MODEL (UPPERQ 0 DAT I FROM THE ORIGINAL 1994 FEMA STUDY. THE CHANGES <br /> ASSOCIATED WITH THE 2001 POWER PLANT DROP STRUCTURE/BOAT CHUTE LOMR <br /> AND THE 2005 CACHE LA POUDRE RIVER REMOVAL ACTION LOMR HAVE BEEN <br /> INCORPORATED 0 THE SPLIT FLOW CARDS FROM THE UPPERQoDAT MODEL WERE <br /> INSERTED UNDER THE SPLIT FLOW CARDS FROM THE LOWQ99.DAT MODEL. CROS S <br /> SECTION 218017, 219777, 220627, AND 221637 WERE REMOVED FROM THE <br /> UPPERQ 0 DAT MODEL SINCE THEY WERE ADDED TO THE LOWQ99. DAT MODEL <br /> DURING THE 1999 TIMBERLINE ROAD LOMRo <br /> ****************************************************************************** <br /> FILE: UPPERQ. DAT <br /> file to determine discharges for upper reach for 10-, 50- and IOO-year <br /> OLD SECTION 220618 <br /> LEMAY AVENUE <br /> SB .9 1. 56 206 0 78. 40 2461. 60 4921. 2 4921 .2 <br /> Xl 221702 27000 11385000 11643.00 110000 95.00 65000 .00 000 .00 <br /> X2 1 493809 493800 1.33 <br /> X3 10 <br /> BT 5 113400 49380 113850 4941.8 493208 11643. 4950.2 4939.5 <br /> BT 11645. 49500 116700 4952. <br /> GR 4937.0 1099000 493600 1109000 4936.0 11250.0 4938.0 11340.0 493300 11380.0 <br /> GR 493208 1138500 4927.9 11406.0 4926.9 1142400 4924.1 1142900 492103 1143500 <br /> GR 4921. 2 11443.0 4921. 9 1146500 492202 1146700 492109 1148200 4921.6 11491. 0 <br /> GR 4922.3 1150800 492401 11518.0 4925 0 0 11527.0 492701 11561. 0 4927.5 1156300 <br /> GR 4929.5 1159400 4931. 2 11608.0 4931. 5 11617.0 4939.5 11643.0 4940.0 1164500 <br /> GR 494800 1167000 4950.0 1179500 <br /> OLD SECTION 221298 <br /> Xl 222377 20000 11340000 11492000 400000 1200000 675. 00 000 .00 .00 <br /> X3 10 <br /> GR 4938.0 1132000 493000 11330.0 4929.4 11340.0 492905 11358.0 4924.7 1136500 <br /> GR 4923.8 1140800 492208 1141000 4921.7 1142900 4923.7 1144700 4924.1 11490.0 <br /> GR 49250 1 11492.0 492503 1149600 492809 1150300 4929.2 1157100 492706 11572.0 <br /> GR 492808 11639.0 493800 1164500 4940.0 1166500 494200 11810.0 496000 12350.0 <br />. OLD SECTION 221373 <br />MULBERRY STREET <br />SB 1.1 1.56 206 1180 60 29460 6.5 4921. 4 4921. 4 <br /> P:\COFC2003\10 - Oxbow Levee\LOMR\FinDisk (Final)\Appendix G\FEMA Models\Corrected Effective Models\CEl OOQ06.doc <br /> Page 9 of 49 Created on 3/9/2006 3:33 PM <br />