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r" <br /> <br />Executive Summary <br />At the request of the Department of the Interior, the Bureau of Reclamation (Reclamation) has <br />prepared a preliminary analysis of the effects of Black Canyon of the Gunnison National Park <br />(Park) desired hydrograph scenarios (National Park Service [NPS] desired flows) on the purposes <br />and operations of the Wayne N. Aspinall Unit (Aspinall Unit). The NPS desired flows for the <br />Park include a year-round minimum flow of 300 cubic feet per second (cfs) and a spring peak of <br />3,500 cfs to 12,000+ cfs. <br />The Aspinall Unit, which includes Blue Mesa, Morrow Point, and Crystal Dams and Reservoirs, <br />is located along a 40-mile reach of the Gunnison River in western Colorado. The Park is located <br />along the Gunnison River downstream from the Aspinall Unit. The Aspinall Unit was authorized <br />by the Colorado River Storage Project Act of 1956. Its authorization calls for meeting a variety <br />of purposes including regulating the flow of the Colorado River; storing water for beneficial <br />consumptive use; providing for the reclamation of and and semiarid land; providing for the <br />generation of hydroelectric power; providing for fish and wildlife enhancement and public <br />recreation; providing for the control of floods; and allowing the Upper Basin states to develop <br />Colorado River Compact apportioned waters. The Park has been granted an unquantified federal <br />reserved water right for Gunnison River flows. Reclamation, the NPS, and other federal agencies <br />are working to provide information for quantifying that right in Colorado State water court. <br />A hydrologic model using RiverWare software has been developed and used to conduct a <br />preliminary analysis of the effects of meeting NPS desired flows on the Aspinall Unit and its <br />purposes. Aspinall Unit operating criteria used in the model include recognized <br />constraints/demands such as flood control criteria, trout habitat protection criteria, power <br />generation criteria, minimum stream flow criteria, and others. Results from the model were used <br />to determine the effects of meeting peak, inundation, and minimum flow goals provided by the <br />NPS. A base operation run representing existing conditions was developed for comparison <br />purposes. This base run did not include special releases for NPS desired flows or endangered <br />species. Alternative operation modes, ranging from placing limitations on Morrow Point <br />bypasses to fully using all of the Aspinall Unit bypasses and spillways, were analyzed to see if <br />the NPS desired flows could be met. Reclamation modeled a combination of natural flows and <br />storage releases to assist in meeting the NPS desired flows. The model is not a water rights <br />model; therefore, it does not evaluate the legal rights of the NPS to flows of the Gunnison River. <br />The model results show that NPS desired flows can partially be met; however, none of the model <br />runs completely met the desired flows under current Aspinall Unit operating criteria. Because of <br />existing physical outlet capacities at all three dams, the NPS desired flows cannot be met in all <br />years under existing operating criteria. This criteria includes, but is not limited to, the winter and <br />spring drawdown criteria for flood control purposes. <br />iii