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<br /> <br />IMPACT OF RESERVOIR-DEVELOPMENT ALTERNATIVES ON STREAMFLOW QUANTITY <br />IN THE YAMPA RIVER BASIN, COLORADO AND WYOMING <br /> <br />By Jack E. Veenhuisand Donald E. Hillier <br /> <br />ABSTRACT <br /> <br />In the Yampa River basin of Colorado and Wyoming, a total of 35 major reser- <br />voirs and 2 transmountain diversions has been proposed for construction to provide <br />additional water for increasing industrial, irrigation, and municipal uses. A <br />multireservoir-flow computer model was used to simulate the effects on streamflow <br />of five potential options, including one representing historical conditions and <br />four representing various degrees of reservoir and transmountain-diversion devel- <br />opment. Various combinations of 17 proposed reservoirs and the 2 transmountain <br />diversions were used in the analysis. By varying the percentages (25, 50, 75, and <br />100 percent) of hypothetical agricultural and transmountain diversions within each <br />proposed reservoir-development option studied, different degrees of water-use al- <br />location were simulated, thus providing results for a greater range of alterna- <br />tives. The results of these simulations provide water managers and planners with <br />some insight into how proposed surface-water developments will affect streamflow. <br /> <br />The proposed Vidler transmountain diversion would affect streamflow only in <br />the Yampa River subbasin while the proposed addition to the Hog Park transmountain <br />diversion would affect streamflow primarily in the Little Snake River subbasin. <br />Streamflow in tributaries to the Yampa River could be relatively unaffected by the <br />Vidler transmountain diversion although streamflow could be affected to some de- <br />gree in all reaches of the Yampa River downstream from the proposed diversion <br />site. <br /> <br />More uniform flow regimens throughout the year could result from some of the <br />proposed reservoir-development options. However, existing (1979) minimum stream- <br />flows would not be maintained in many instances, and for many months with the <br />larger percentage of water-use allocations there could be no streamflow. <br /> <br /> <br />INTRODUCTION <br /> <br />Historically, the principal use of surface water in the Yampa River basin <br />(fig. 1) has been for irrigation of hay meadows and wheat fields. However, in- <br />creased energy and economic development in the basin will result in additional use <br />of surface water for industrial, municipal, and recreational purposes. Because <br />only 54,000 acre-ft of reservoir storage (Steele and others, 1979) is currently <br />(1979) available in the basin, the construction of numerous reservoirs in the <br />basin has been proposed as a means of providing additional surface water. <br />Proposals include the construction of 35 major reservoirs with a total capacity of <br />2.18 million acre-ft, which is 41 percent greater than the mean annual outflow <br />