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<br /> <br />Site <br />number <br />on f i g- <br />ure 11 <br /> <br />42B <br /> <br />43 <br /> <br />w <br /> <br />47 <br /> <br />48 <br /> <br />58 <br />59 <br />64 <br /> <br />Table 2.--Summary of mean-annual streamflow and computed sediment load at selected <br />stream-gaging stations in the Yampa River basin, Colorado and Wyoming--Continued <br /> <br />U.S. Geo- <br />logical <br />Survey <br />station <br />number <br /> <br />Station <br />. name <br /> <br />09245500 North Fork of Elkhead Creek <br />near Elkhead, CO. <br /> <br />09245000 Elkhead Creek near Elkhead, <br />CO. <br /> <br />09244410 Yampa River below diver- <br />sion, near Hayden, CO. <br /> <br />09244300 Grassy Creek near Mount <br />Harris, CO. <br /> <br />09242500 Elk River near Trull, CO--- <br /> <br />09241000 Elk River at Clark, CO----- <br /> <br />Drainage <br />area <br />(square <br />mi les) <br /> <br />21 <br /> <br />64 <br /> <br />1,430 <br /> <br />26 <br /> <br />415 <br />206 <br />604 <br /> <br />Mean- <br />annual <br />discharge <br />(cub i c <br />feet per <br />second) <br /> <br />17 <br /> <br />53 <br /> <br />1,100 <br /> <br />1.4 <br /> <br />593 <br />336 <br />468 <br /> <br />~ <br />(:;;:) <br />v:-.) <br />(fj <br />!~ <br />.... <br /> <br />Mean-annual sediment load, <br />in tons2 <br /> <br />Suspended- <br />sediment Bedload <br />load <br /> <br />1,300 <br /> <br />490 <br /> <br />09239500 Yampa River at Steamboat <br />Springs, CO. <br /> <br />ISite designations used by Steele, Bauer, Wentz, and Warner (1978). <br />2Sediment loads have been rounded to two significant figures. <br /> <br />11,000 <br /> <br />5,900 <br /> <br />70,000 <br /> <br />38,000 <br /> <br />2,380 <br /> <br />320 <br /> <br />7,600 <br /> <br />18,000 <br /> <br />5,200 <br /> <br />11,000 <br /> <br />11,000 <br /> <br />3,.700 <br /> <br />Total- <br />sed iment <br />load <br /> <br />1,800 <br /> <br />17,000 <br /> <br />110,000 <br /> <br />2,700 <br /> <br />26,000 <br /> <br />16,000 <br /> <br />15,000 <br />