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<br />TABLE :\ <br />FLOOnW A Y DATA <br />CACHE LA POIIDRE RIVER <br /> <br /> CROSS FLOODWAY SE <br /> WJI)TH A <br /> SECTION (FEET) (S' <br /> 3463 1398 <br /> 5257 1125 <br /> 6B36 1100 <br /> 9'157 1000 <br /> 10B98 1000 <br /> 12B01 1272 <br /> 14B72 1340 <br /> 14B96 1340 <br /> 16B87 1441 <br /> 19:~53 518 <br /> 21'107 554 <br /> 22471 246 <br /> 24'59 132 <br /> 26053 132 <br /> 26083 133 <br /> 26' 14 123 <br /> 26:149 130 <br /> 26/'87 89 <br /> 27097 125 <br /> 27~!62 124 <br /> 27:152 100 <br /> 27427 93 <br /> 27b37 105 <br /> 27E>27 103 <br /> 27Ei47 122 <br /> 27Ei72 84 <br /> 27E,97 117 <br /> 27;'07 96 <br /> 27i'35 96 <br />- <br /> 27825 106 <br />- <br /> 27~I15 122 <br />- <br /> 28015 195 <br />- <br /> 28'05 209 <br />- <br /> <br />CTION <br />REA <br />Q.FT.) <br />2488 <br />4423 <br />4257 <br />4064 <br />2790 <br />3990 <br />3725 <br />5905 <br />4665 <br />2049 <br />3037 <br />1327 <br />1264 <br />712 <br />801 <br />1065 <br />1166 <br />871 <br />1231 <br />1248 <br />1001 <br />981 <br />979 <br />1034 <br />1115 <br />572 <br />1200 <br />945 <br />1093 <br />1199 <br />1394 <br />2169 <br />2292 <br /> <br />MEAN EL <br />VELOCITV <br />(FT./SEq__ ..!:~Io <br />4.3 <br />-.--.-- --.- <br />2.4 <br />---,-- -~-- <br />2.5 <br />--'-'- -~.- <br />2.6 <br />----, <br />3.8 <br />-.-- <br />2.7 <br />----,- _.-- <br />2.8 <br />-.-- <br />1.8 <br />---.- --.- <br />2.3 <br />--'- --- <br />5.2 <br />-.--.- --- <br />3.5 <br />--,- -..- <br />6.1 <br />--- --- <br />6.4 <br />-'- -... <br />9.1 <br />---,- -_P"- <br />8.1 <br />-----. ---- <br />6.1 <br />-.---P"- <br />5.13 <br /> <br />7.4 <br />-'--'- --.- <br />5.3 <br />--- <br />5.2 <br /> <br />6.5 <br /> <br />6.6 <br />----'- ---.- <br />6.6 <br /> <br />6.3 <br />--,- ---.- <br />5.8 <br />--'- --.- <br />11.3 <br />__,_ __0"- <br />5.4 <br />----,- <br />6.9 <br />--_. ---.- <br />5.9 <br />-.---. ---- <br />5.04 <br />----,-- --.- <br />4.13 <br />--.- ---"- <br />3 <br />--,- ---.- <br />2.8 <br /> <br />--- -- - <br />EVATlON ELEV A nON ELI: <br />WITH WITHOUT DIF <br />OODWAY FLOODW A Y ( <br />462~~ 4601.2 <br />4604.2 4603.4 <br />----'- <br />. 46.9~ 4604.4 <br />4607.1 4606.8 <br /> -- <br />4609.6 4609.2 <br />.---- <br />4612.6 4611.9 <br />.~6.~~ 4613.9 <br /> -- <br />4616.3 4615.3 <br />--- <br />_~6.~Q 4616.2 <br />4619.7 4619.4 <br />---- . <br />4622.7 4621.8 <br />-- -- <br />4624.8 4624 <br />--- <br />. 462!~ 4626.9 <br />4632.1 4631.5 <br />4632.9 4632.2 <br /> -- <br />4633.5 4633.2 <br />.-- <br />4633.8 463.~ <br />-- --- <br />4634.2 4633.9 <br />.---- <br />46~_~ 4635 <br /> --- <br />4635.3 4635.1 <br />.--- <br />4635.3 4635.1 <br />--. --- <br />4635.3 4635.2 <br />.--- --- <br />4635.5 4635.3 <br />4635.7 4635.5 <br />-- <br />4635.9 4635.7 <br />---- <br />_463_~.J.. 4634.9 <br /> --- <br />4637.2 4637.2 <br />~6~_!J... 4637.1 <br />4637.3 4637.3 <br />.-----'-- <br />4637.6 4637.6 <br />---- <br />_46~22. 4637.7 <br /> --- <br />4638 4638 <br />---- <br />4638.1 4638.1 <br /> <br />~V A TlON <br />FERENCE <br />FEET) <br />02 <br />08 <br />1.0 <br />0.3 <br />0.4 <br />0.7 <br />0.6 <br />1.0 <br />1.0 <br />03 <br />0.9 <br />0.8 <br />0.9 <br />0.6 <br />0.7 <br />0.3 <br />0.2 <br />0.3 <br />0.2 <br />0.2 <br />0.2 <br />0.1 <br />0.2 <br />0.2 <br />0.2 <br />0.2 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />