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<br /> CROSS FLOODWAY <br /> SECTION WIDTH <br /> (FEET) <br /> 401342 700 <br /> 40!~37 500 <br /> 411337 193 <br /> 43182 488 <br /> 441377 763 <br /> 461397 1120 <br /> 4n12 924 <br /> 4T122 986 <br /> 4T142 977 <br /> 471367 1058 <br /> 471399 1035 <br /> 48!i80 1015 <br /> 50?86 474 <br />- <br /> 52'126 166 <br />- <br /> 52'186 166 <br />- <br /> 52:~26 164 <br />- <br /> 52:100 170 <br />- <br /> 52B54 864 <br />- <br /> 54'198 1200 <br />- <br /> 55093 599 <br />- <br /> 57'173 593 <br />- <br /> 58088 826 <br />- <br /> 60'147 281 <br />- <br /> 60'152 283 <br />- <br /> 60'162 275 <br />- <br /> 60'167 276 <br />- <br /> 61H18 850 <br />- <br /> 64420 926 <br />- <br /> 69083 1267 <br />- <br /> 72'127 288 <br />- <br /> 72247 289 <br />- <br /> 72301 289 <br />- <br /> 73245 1300 <br />- <br /> 76033 1378 <br />- <br /> 77090 1482 <br />- <br /> 78H17 1100 <br />- <br /> <br />SECTION <br />AREA <br />(SQ. FT.) <br />2623 <br />2292 <br />1059 <br />3472 <br />5854 <br />4375 <br />1966 <br />3011 <br />1958 <br />4603 <br />5392 <br />4451 <br />2054 <br />1356 <br />1378 <br />1081 <br />1222 <br />3361 <br />4721 <br />1625 <br />2018 <br />3510 <br />1922 <br />1597 <br />1597 <br />2021 <br />4285 <br />3232 <br />4650 <br />1968 <br />2041 <br />2055 <br />5834 <br />5502 <br />4701 <br />4178 <br /> <br />MEAN E,LE <br />VELOCITY <br />jl"TJSECl___ FLD <br />4.3 <br />-.----.--- --- <br />4.9 <br />---_._- ..-- <br />10.6 <br />----'--- ..-- <br />3.2 <br />----_.- --- <br />2 <br />------,--- ..-- <br />2.7 <br />-----,--- ..-- <br />6 <br />---- P"-- <br />3.9 <br />--_.._-- .'-'- <br />6 <br />---_._-- --- <br />2.5 <br />------,--- .._. <br />2.2 <br />------- --- <br />26-L__ <br />5.7 ! <br />8.6 <br /> <br />8.5 <br /> <br />10.8 <br />-.----,--_.. <br />9.6 <br />3.5 ; <br />-1---- <br />2.5 <br />---- -_._- <br />7.2 <br /> <br />58 <br /> <br />3.3 <br />----_. ---- <br />6.1 <br />--_._- --"_. <br />7.3 <br />--- ---. <br />7.3 <br />58 <br />-_. ---. <br />2.8 <br />3.7 <br />---'- --"..- <br />2.6 <br />-----.- ---- <br />6.1 <br /> <br />59 <br /> <br />5.8 <br />--'-- --.-- <br />2 1 <br />"-_.- ---. <br />2.2 <br />--.- "---.- <br />2.6 <br />2.9 <br /> <br />-- ---- <br />VA TlON ELEVATION EL <br />WITH WITHOUT D1FF <br /> ODWAY FLOODWAY ( <br /> - <br />4651.9 4650.9 <br /> --- <br />4652.3 4651.7 <br />--- <br />4653.7 4653.2 <br /> -- - <br />4658.4 46575 <br />-- <br />4659.1 ~- 4658.2 <br /> 4660 4659 <br /> -- - <br />4660.4 1-~660.2 <br />----- --- <br />4662.6 4661.9 <br />- <br />4662.4 4662.4 <br />- -- <br />4663.8 4663.6. <br /> -- <br />4664.6 4663.8 <br />- <br />4664.9 4663.9 <br /> --- -- <br />4666.8 4666.5 <br />4669.5 4668.7 <br /> --- -- <br />4669.6 4668.8 <br />4669.5 4668.5 <br />46'70.3 4670.3 <br />----. <br />4672.6 4672.6 <br /> --- <br />4673.9 4673.2 <br /> ---- --- <br />4675.6 4674.7 <br /> -- <br />46'79.2 4678.8 <br /> - -- <br />4680.8 4679.9 <br />- <br />4682.9 4682.1 <br />4682.8 4682 <br />4682.9 4682.1 <br /> -- <br />4683.3 4682.6 <br /> --- <br />4685.2 4684.2 <br /> - <br />468'7.2 4686.7 <br />-- <br />-~~ 4690 <br />4693.8 4693.2 <br /> 4694 4693.5 <br />---.- <br />4694.1 4693.6 <br />----- <br />46953 4695 <br />4696.3 4695.6 <br />- <br />469'7.1 4696.2 <br /> -- <br />~Q!3.l.. _~6~~ L.__ <br /> <br />EVATlON <br />ERENCE <br />FEET) <br />1.0 <br />06 <br />0.5 <br />09 <br />0.9 <br />10 <br />0.2 <br />0.7 <br />0.0 <br />0.2 <br />0.8 <br />1.0 <br />0.3 <br />0.8 <br />0.8 <br />1.0 <br />0.0 <br />0.0 <br />0.7 <br />0.9 <br />0.4 <br />0.9 <br />0.8 <br />0.8 <br />0.8 <br />0.7 <br />1.0 <br />0.5 <br />1.0 <br />0.6 <br />0.5 <br />0.5 <br />0.3 <br />0.7 <br />09 <br />0.8 <br />