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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />'I <br />I <br />I <br /> <br />-14- <br /> <br /> TABLE 1 <br /> ( CONTI N UED) <br />Cross- 100- Ye ar 100-Year Floodpl ain Channel Stream Floodway Top Width 1 1 Floodway <br /> Floodway Floodway <br />Section Discharge Water Top Wi dth Velocity Thalweg Water Surf. Floodway Width Left Width Right Velocity <br />Number Stat ion [1000 cfs] Surf. E 1 ev . eft] [ft/sec] Elev. Elev. eft] [ft] eft] I ft/sec] <br /> 180 1021 +80 21.8 5128.2 1540 7.4 5112.5 5128.2 201 120 81 7.4 <br /> 190 1022+25 21.8 5127.3 2000 15.0 5119.6 5127.3 208 120 88 15.0 <br /> 200 1034+38 21.8 5132.9 2510 7.8 5118.4 5132.9 240 140 100 7.8 <br /> 210 1044+40 21.8 5134,3 2610 8.0 5119.3 5134,3 236 30 206 8.0 <br /> 220 1053+60 21.8 5135.6 2870 7.2 5119.7 5135.6 253 120 133 7.2 <br /> 230 1060+00 21.8 5135.7 3080 9.0 5120.0 5135.7 220 150 70 9.0 <br /> 250 1060+00 21.8 5136.4 3020 8.3 5120.6 5136.4 222 120 102 8.3 <br /> 260 1062+55 21.8 5136.9 2400 7.5 5121. 2 5136.9 221 170 51 7.5 <br /> 270 1063+15 21.8 5137.4 2585 14.3 5130.2 513 7.4 320 135 185 14.3 <br /> 280 1066+90 21.8 5141.2 2205 8.8 5127.4 5141. 2 200 115 85 8.8 <br /> 281 1068+30 21.8 5141.2 2360 11.1 5127.4 5141.2 240 80 160 11.1 <br /> 290 1071 +00 22.0 5142.5 2670 9.1 5127.4 5142.5 180 55 125 9.1 <br /> 300 1075+65 22.0 5143.1 2560 8.4 5128.2 5143,1 232 103 129 8,4 <br /> 310 1081+95 22,0 5143.9 2420 7.9 5128.4 5143.9 215 88 127 7.9 <br /> 311 1082+ 10 22.0 5144.9 2420 7.3 5128.4 5144.9 220 85 135 7.3 <br /> 320 1083+75 22.0 5145.1 2340 7.1 5128.9 5145.1 254 95 159 7,1 <br /> 330 1089+80 22.0 5145.4 2205 8.1 5129.5 5145.4 255 78 177 8.1 <br /> 340 1092+48 22.0 5145,5 1705 9.0 5129.9 5145.5 230 85 145 9.0 <br /> 341 1092+65 22,0 5145.7 1705 8.8 5129.9 5145.7 230 85 145 8.8 <br /> 350 1095+40 22.0 5146.2 1820 8,2 5130.2 5146.2 210 65 145 8.2 <br />1 Measured from stationing line looking downstream <br />