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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 />-22. <br /> <br /> fABLE 1 <br /> (CCJNTINUED ) <br />Cros s- 100- Ye ar 100-Year Floodpl ain Channel Floodway Top Width 1 1 Floodway <br /> Stream Floodway Floodway <br />Section Di scharge Water Top Wi dth Velocity Thal weg Water Surf. Floodway Width Left Wi dth Right Velocity <br />Number Station [1000 cfs] Surf. Elev. [ft] [ft/sec] Elev. Elev. [ ft] [ft] eft] [ ft/sec] <br /> - <br />1570 1635+90 16.5 5262.3 200 8.8 5250.7 Floodway in Channel <br />1580 1638+40 16.5 5262.5 195 10.2 5251.9 <br />1590 1641+70 16.5 5263.5 195 9.0 5251. 9 <br />1600 1642+30 16.5 5263.5 175 9.3 5251.9 <br />1610 1643+80 16.5 5263.7 185 9.8 5251. 9 <br />1620 1650+00 16.5 5265.2 185 8.8 5253.3 <br />1630 1655+40 16.5 5266.5 200 6.1 5253.9 <br />1631 1656+40 16.5 5267.1 220 5.8 5253.9 <br />1640 1659+60 16.0 5267. 2 204 6.7 5254.4 <br />1650 1675+20 15.0 5268.4 189 7.8 5255.2 <br />1660 1681+60 15.0 5269.1 184 8.5 5258.1 <br />1661 1682+10 15.0 5269.2 180 8.5 5258.1 <br />1670 1685+30 15.0 5270.1 258 6.4 5259.5 <br />1680 1696+60 15.0 5271.1 315 5.7 5259.6 5271.1 210 115 95 6.6 <br />1690 1707+90 14.6 5271. 8 710 2.2 5260.2 5272.0 450 360 90 2.9 <br />1700 1719+00 13.5 5271. 9 780 3.9 5261. 2 5272 .1 350 250 100 4.5 <br />1710 1726+60 13.5 5272.2 325 6.4 5261.8 5272.3 250 170 80 7.2 <br />1720 1731+70 13.5 5272.6 230 8.1 5262.5 Floodway in Channel <br />1721 1731 +90 13.5 5272.7 220 8.0 5262.5 <br />1730 1738+10 13.5 5273.8 176 10.1 5263.9 <br />1731 1738+50 13.5 5273.8 176 10.0 5263.9 <br />1 Measured from stationing line looking downstream <br />