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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />-17- <br /> <br /> TABLE 1 <br /> (CONTI N UED ) <br />Cross- 100-Year 100- Ye ar Floodpl ain Channel Stream Floodway Top Wi dth Floodwai Floodwayl Floodway <br />Section Discharge Water Top Width Velocity Th al weg Water Surf. Floodway Width Left Wi dth Right Velocity <br />Number Station DOOO cfs] Surf. E 1 ev . eft] [ft/sec] Elev. Elev. eft] [ ft] eft] [ft/sec] <br /> 640 1232+50 22.3 5174.1 181 10.2 5158.5 Floodway in Channel <br /> 650 1241+00 22.3 5176.1 230 9.6 5162.3 <br /> 670 1245+00 22.3 5177.2 200 9.7 5162.7 <br /> 671 1245+70 22.3 5177 . 2 200 10.0 5162.7 <br /> 672 1246+30 22.3 5177.4 195 9.8 5162.7 <br /> 680 1247+20 22.3 5177 . 6 195 10.4 5162.5 <br /> 690 1249+90 22.3 5178.3 180 10.2 5160.0 <br /> 691 1250+60 22.3 5178.3 192 10.1 5162.4 <br /> 700 1253+60 19.4 5179.7 240 7.0 5162.0 <br /> 710 1254+70 19.4 5181.0 220 15.0 5174.2 <br /> 720 1258+40 19.4 5184.8 260 9.2 5170.5 <br /> 730 1261+60 19.4 5185.1 2055 9.4 5171. 3 5185.2 295 145 150 9.7 <br /> 740 1268+40 19.4 5186.9 2780 5.0 5170.9 5186.9 950 235 715 8.2 <br /> 750 1280+00 19.4 5187.3 3400 6.9 5172.7 5188.3 960 120 840 7.5 <br /> 760 1292+30 19.4 5188.6 2440 7.7 5173.4 5189.0 637 90 547 9.4 <br /> 770 1298+40 19.4 5188.7 2100 11. 3 5176.9 5189.7 282 132 150 11. 2 <br /> 771 1298+60 19.4 5189.5 2100 9.5 5176.9 5190.0 275 125 150 10.4 <br /> 772 1301 +60 19.4 5189.5 240 13.2 5176.7 5190.0 240 120 120 15.6 <br /> 773 1302+00 19.4 5190.8 289 9.1 5176.0 5192.32 297 170 127 8.8 <br /> 774 1302+90 19.4 5191. 3 292 8.5 5176.0 5192.62 296 169 127 8.5 <br /> 775 1303+50 19.4 5191.4 292 8.6 5176.1 5192.72 299 172 127 8.5 <br />1 Measured from stationing line looking downstream <br />2 Total 100-vear discharqe confined to channel area in floodway computation resulting in an increase in floodway depth of more than 1.0 feet. <br />