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<br />>,0 <br />..-J <br /> <br />" <br /> <br />., . <br /> <br />..-'-. '" <br />'.- _".s <br />:> .:.:~~:''f <br /> <br />. <br /> <br />~, <br /> <br />Table 3. <br /> <br />; <br />summaty of Discharges <br /> <br />, <br /> <br />Flooding source <br /> <br />artd <br />, <br />I <br /> <br />Location <br /> <br />Drainage Area <br />(Square Miles) <br /> <br />,Peak Discharges (Cubic Feet per Second) <br />10-Year 50-Year 100-Year 500-Year <br /> <br />Fraser River <br />Above Confluence With Jim Creek <br />Below Confluence With Buck Creek <br />Below Confluence With Vasquez Creek <br />Below Conf1uenc~ With Leland Creek <br /> <br />" <br /> <br />Leland Creek <br />At Upper Study Limit <br />At Mouth <br /> <br />16.43 321 432 478 ' 579 <br />25.08 431 579 640 769 <br />58.18 772 1,033 1,139 1,349 <br />61.05 798 1,068 1,177 1,393 <br />,. <br />211.21. 467 627 69~ 831 <br />5.57 152 205 228 281 <br />1.20 53 71 80 101 <br />0.81 40 54 61 78 <br />0.84 41 . 56 62 ao <br />1.2a a1 a1 , 81 a1 <br /> <br />Vasquez Creek <br />At Mouth <br /> <br />Little Vasquez Creek <br />At Mouth <br /> <br />i-' <br />... <br /> <br />Mary Jane Creek <br />At Mouth <br /> <br />Cooper Creek <br />At Mouth <br /> <br />1Reduction in Discharge Due to Losses of Flows Along the Left Overbank Upstream of U.S. Highway 40 <br />