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<br />~,. .r.-.L'I::_ ~. _. <br />" <br /> <br />.1 <br /> <br />. <br /> <br />i <br />, <br />, <br />I <br />I <br />I <br />I <br />r <br />I <br /> <br />, <br /> <br /> ,Table A-7 <br /> STREAM ROUTING CRITERIA. SOUTH PLATTE RIVER <br /> Routing Criteria 2/ <br /> 1/ 3/ <br />Reach Flood Routed Dist.- T Tr TS- <br />No. From To miles hours hours hours <br />1 Chatfield Dam (out- Denver gage 16.6 8 3 5 <br /> flow) <br />2 Denver gage Junction with Clear Creek 5.9 2 0 2 <br />3 Junction with Clear Henderson gage 8.3 2 0 2 <br /> Creek <br />4 Henderson gage Fort Lupton gage 11.6 6 0 6 <br />5 Fort Lupton Junction with St. Vrain 14.3 7 0, 7 <br />6 Junction with St. Junction with Big 8.8 4 0 4 <br /> Vrain Thompson <br />7 Junction with Big Junction with Cache La 10.5 5 0 5 <br /> Thompson Poudre <br />8 Junction with Cache Head of Weld County 4.7 2 0 2 <br /> La Poudre Reservoir <br />9 Head of Weld County Head, Narrows Reservoir 24.9 8 0 8 <br /> Reservoir 4/ <br /> <br />. <br /> <br />1/ Reference: Plate 10, main text. <br />2/ Modified Wilson Method. <br />'3/ Times based on results of trial routings. <br />4/ Weld County Dam assumed NOT constructed. <br /> <br />. <br /> <br />1 <br /> <br />... <br /> <br />~ <br /> <br />