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5000 <br />2500 <br />0 <br />5000 <br />0 <br />ZO 250C <br />U <br />w <br />to 0 <br />w <br />a 7500 <br />H <br />w <br />5000 <br />U <br />A <br />1905-35 <br />---- 1936-49 <br />------ 1960-83 <br />B <br />1950-66 <br />• ---- 1967-83 <br />l` <br />C <br />1907-34 <br />---- 1935-71 ' <br />M 2500 ------ 1972-83 ? - <br />300 D <br />O _ <br />LL 200 <br />2 <br />w 100 <br />OC <br />H <br />N 0 <br />} <br />J <br />Q 20,000 <br />In 15,000 <br />Z <br />w 10,000 <br />2 5000 <br />0 <br />1000 <br />500 <br />0 <br />1975-82 <br />E <br />-1936-49 <br />---- 1950-83 <br />F <br />1937-83 <br />OCT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT <br />Figure 8. Mean daily streamflow at selected sites in upper Colorado subregion of Grand region (see pl. <br />1). A, Site 2, Colorado River at Hot Sulphur Springs, Colo. B, Site 3, Eagle River at Gypsum, Colo. C, Site <br />6, Roaring Fork River at Glenwood Springs, Colo. D, Site 7, Parachute Creek at Parachute, Colo. E, Site <br />10, Colorado River near Cameo, Colo. F, Site 11, Plateau Creek near Cameo, Colo. <br />of 1 mg/L per year (table 6). During the 25-year period, these <br />trends represent a 24-percent decrease in median annual con- <br />centration and a 11-percent decrease in median annual flow- <br />adjusted concentration. These decreases are comparable to <br />the annual monotonic trends at site 3, along the Eagle River, <br />which is the major tributary upstream. <br />24 Characteristics and Trends of Streamflow and Dissolved Solid <br />Colorado River near Glenwood Springs, Colo. (site 5) <br />Site 5 (table 3, pl. 1) is located at the Shoshone Power <br />Plant, 10 mi downstream from site 4 and 6 mi upstream from <br />the town of Glenwood Springs. Streamflow is comparable <br />to streamflow at site 4, but approximately 150,000 tons of <br />s in the Colorado River Basin