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<br />Table 1. Sample dales and analyses for slles AR34.5 and AR31.0, April 1994lhrough March 1995-Conlinued <br />[X. sample collected and analyzed; -, no specific sample time because sample was composited from several discrete samples collected during a st~ <br />NS. sample nol analyzed for dissolved metals) <br />Sample Sample Tolel- Dissolved- Sample Sample Total. Dissolved. <br />melel metel metaJ metel <br />dele Ume enelyses enelyses dale Ume analyse. anely_ <br /> SITE AR31.C1--C.nUnued <br /> POlt~pe.k .nowmelt runoff: <br />06/09/94 1020 X X 06/22/94 1005 X X <br />06/16/94 0710 X X 06/27/94 1440 X X <br /> Summer 8ow: <br />07/21/94 0915 X X 08/26/94 1200 X X <br />07/27/94 1425 X X 09/09/94 0845 X X <br />08/1 0/94 1005 X X 09/26/94 1600 X X <br />08/16/94 0915 X X <br /> Bile flow: <br />10/12/94 1120 X X 01/24/95 0930 X X <br />10126/94 1030 X X 02/22/95 1420 X X <br />11/21/94 1430 X X 03/14/95 1030 X X <br /> <br />Instantaneous streamflow, water-temperature, <br />pH, dissolved-oxygen, and specific-conductance data <br />collected during the study are available from the <br />u.s. Geological Survey; results of analyses of the <br />metal and trace-element data collected during the <br />study are available from the U.S. Environmental <br />Protection Agency. The mean daily streamflow <br />data used in this report are available from the <br />Colorado Division of Water Resources. <br /> <br />Acknowledgments <br /> <br />The authors would like to express special <br />thanks for the cooperation, interest, and support <br />provided by James Hanley, U.S. Environmental <br />Protection Agency, and by Harry H. Posey and <br />James A. Pendleton, Colorado Department of <br />Natural Resources, Division of Minerals and <br />Geology. Thanks are extended to the following <br />persons without whom the successful completion <br />of this project would not have been possible: <br />Craig Cotton, Colorado Division of Water Resources <br />in A1amosa, Colorado, for providing streamflow <br />data; and Roderick F. Ortiz, Charles M. Moore, <br />Nicole Nelson, and Melinda Wright, U.S. Geological <br />Survey, for data collection and processing. <br /> <br />STREAMFLOW CHARACTERISTICS <br />AND pH <br /> <br />Streamflow in the upper Alamosa River Basin <br />predominantly is derived from melting of snow that <br />accumulates in the mountains between October <br />and May. The largest streamflows occur between <br />April and July during snowmelt runoff. Frequent <br />summer rainstorms contribute substantially to <br />summer flows. Downstream from Terrace Reservoir, <br />streamflow is largely controlled by the quantity of <br />water released from the reservoir to meet downstream <br />irrigation demands. The streamflow hydro graphs <br />for the study period for sites ARJ4.5 and ARJI.O <br />are shown in figure 2. The annual streamflow <br />hydrographs were divided into discrete flow <br />periods. The flow periods were defined as follows: <br />April I, 1994, through April 14, 1994, was defined as <br />the early spring snowmelt period; April 15, 1994, <br />through May 14, 1994, was defined as the pre-peak <br />snowmelt period; May IS, 1994, through June 8, 1994, <br />was defined as the peak snowmelt period; <br />June 9, 1994, through July 14, 1994, was defined <br />as the post-peak snowmelt period; July IS, 1994, <br />through September 30, 1994, was defined as <br />the summer-flow and storm-runoff periods; and, <br />upstream from the reservoir, October I, 1994, through <br />January 31, 1995, was defined as the base-flow period. <br /> <br />6 AsMssment of Metal Treneport Into end Out of Terrace Reservoir, Conel.. County, Colorado, 0 () 316 3 <br />April 1994 Through March 1995 <br />