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dissolved solids is added annually between sites 4 and 5, 70 <br />percent as dissolved sodium and chloride. Most of this <br />dissolved-solids load is contributed by very saline, thermal <br />springs between the towns of Dotsero and Glenwood <br />Springs (Iorns and others, 1965; Warner and others, 1985). <br />Dissolved-solids concentration at site 5 averages 18 mg/L <br />higher in dissolved sodium and 30 mg/L higher in dissolved <br />chloride than at site 4. Calcium and bicarbonate are the <br />predominant ions during the snowmelt season. Sodium, <br />calcium, and chloride are predominant during the low-flow <br />season. The mean monthly loads of dissolved sodium and <br />chloride are relatively constant throughout the year. <br />The period of record was divided into a preintervention <br />period (1942-49) and a postintervention period (1950-83), <br />based on the Alva B. Adams Tunnel/Lake Granby exports. <br />The annual step trend in streamflow was -330,000 acre-ft, <br />a significant decrease of 18 percent from the preinterven- <br />tion median streamflow (table 4). The annual step trend in <br />dissolved-solids concentration was 39 mg/L, a highly sig- <br />nificant increase of 17 percent from the preintervention <br />median concentration. Dissolved-solids load did not change <br />significantly. Monthly step trends indicated a significant <br />decreasing streamflow and a highly significant increasing <br />dissolved-solids concentration during the snowmelt season <br />when water is stored in Lake Granby (fig. 9). <br />Annual monotonic-trend analysis for the preinter- <br />vention period indicated increased streamflow and decreased <br />dissolved-solids concentration during January through <br />March. No significant annual monotonic trends were <br />indicated for the postintervention period. <br />Roaring Fork River at Glenwood Springs, Colo. (site 6) <br />Site 6 (table 3, pl. 1) has a mean annual flow-weighted <br />dissolved-solids concentration of 245 mg/L (table 5). The <br />high mountains that form the headwaters region of the Roar- <br />ing Fork River are the source of large volumes of water. <br />The mean annual streamflow of the Roaring Fork River is <br />about 867,000 acre-ft (table 5). Approximately 35,000 acres <br />of irrigated farmland is in the downstream reaches of the river <br />basin, which contain outcrops of Cretaceous sedimentary <br />rocks. Mancos Shale, which contains relatively soluble <br />deposits of gypsum (calcium sulfate) and trona (sodium car- <br />bonate and sodium bicarbonate), is exposed in a large area <br />along the river and may be responsible for higher dissolved- <br />solids concentrations. The Eagle Valley Evaporite also is <br />exposed. The predominant ions are calcium and bicarbonate <br />during the snowmelt season and calcium and sulfate during <br />the low-flow season. The Twin Lakes Tunnel and C.H. <br />Boustead Tunnel/Ruedi Reservoir each have caused <br />decreases in peak flow at this site (fig. 8C). Large quan- <br />tities of gypsum were leached from the bank material short- <br />ly after construction of Ruedi Reservoir (J.W. Yahnke, U.S. <br />Bureau of Reclamation, written commun., 1982). No <br />statistically significant annual monotonic trends were detected <br />for this site. <br />SITE 5 <br />100,000 <br />LLI ow ° <br />J LL <br />LL -100,000 <br />2Cr <br />Q U -200,000 <br />W Q <br />Z -300,000 <br />- -400,000 <br />30,000 <br />o° <br />W Q rn 0 <br />_j 00 <br />O V) 0 30,000 <br />V) _0 <br />V) J z -60,000 <br />DO <br />V) <br />-90000 <br />Oz? <br />:i 0 <br />O H cc <br />cn < LU <br />0 f-cc t= <br />- J J <br />Z <br />JO U _j Cr <br />a <br />cn Z <br />to0-Z <br />0 U <br />3? <br />Ow <br />LL LL <br />2 W <br />Q U <br />W Q <br />LL <br />F- Z <br />cn - <br />60 <br />W < to <br />J OJ Z <br />OQ00 <br />(n ? Z <br />O O <br />W <br />100 <br />100 <br />-200 <br />SITE 10 <br />100,000 <br />0 <br />-100,000. <br />-200,000 <br />-300,000 <br />-400,000 <br />30,000 <br />O. <br />-30,000 <br />-60,000 <br />-90,000 <br />U) I <br />0 Z U) 100 <br />7) 02 <br />°P: a°C <br /><nQ?W o <br />o I- <br />W F- J <br />C) (D J W J W -100 <br />0 U ? a <br />(n Z <br />(n 0? <br />E3 U 200 O N D J F M A M J J A S <br />MONTH <br />EXPLANATION <br />Highly significant (p 0.01) <br />® Significant (0.01< P<0.05) <br />® Marginally significant (0.05<p<_0.10) <br /> <br />ANNUAL <br />Figure 9. Step trends at site 5 (Colorado River near Glenwood <br />Springs, Colo.) from 1942-49 to 1950-83 and at site 10 (Co- <br />lorado River near Cameo, Colo.) from 1934-49 to 1950-83. <br />Parachute Creek at Parachute, Colo. (site 7) <br />Site 7 (table 3, pl. 1) has a mean annual flow-weighted <br />dissolved-solids concentration of 528 mg/L and a mean <br />annual streamflow of 23,000 acre-ft (table 5). Parachute <br />Creek drains Roan Mesa located north of the Colorado River. <br />In the drainage basin, Tertiary sedimentary rocks are ex- <br /> <br />Upper Colorado Subregion 25