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<br />CHAPTER I INTRODUCTION <br />1 <br />A corresponding 75,776 AF supply would be necessary to ensure that there would be at least <br />' 600 cubic feet/second (cfs) in the river during a dry water year. With this supply the flow in <br />the Reach should never fall below 600 cfs. The 47,102 AF and 75,776 volumes are <br />exclusive, in that either volume is necessary to achieve either flow. <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />1 <br /> <br />1 <br /> <br /> <br />It is important to point out that since the above flow recommendations and the estimated <br />shortages were developed, the river has experienced dramatic changes in river operation and <br />use. Four factors that will impact this analysis are; 1) changes in the operation of the <br />Orchard Mesa Check, 2) changes in the operation of Green Mountain Reservoir (GMR) have <br />developed, 3) perfection of new water rights, and 4) the availability of water from Ruedi <br />Reservoir. A more thorough water availability study should be conducted to evaluate the <br />impacts of these changes to the delivery requirements. <br />The above flow recommendations are based upon mean monthly discharge. Instantaneous <br />discharge can vary markedly from mean-monthly values within months. The frequency of <br />extremely low flows, which can have important limiting effects on both habitat availability <br />and fish populations, is not evident when such data is used.' <br />An inherent weakness in studying the 15-Mile Reach was a lack of stream measurement <br />devices. As a feature of the Recovery Program, the U.S. Geological Survey (USGS) has <br />installed a river gage approximately 1/4 mile downstream from the upstream end of the <br />Reach. This gage became operational at the beginning of the 1991 water year. Another <br />gage near the downstream end of the Reach would provide a means to measure the flow <br />gains in the Reach. Additionally, measurement of the discharge from the radial gates of the <br />Orchard Mesa Power and Pumping Plant would provide a reliable means for ensuring the <br />Ruedi Reservoir releases are delivered to the Reach. There is no reason to doubt that this is <br />not currently the case, but, with present means of measurement, it is difficult to verify. <br />In lieu of a gage on the downstream end of the Reach, the Recovery Program hired a <br />consultant to measure the flow near the downstream end from August 1 through <br />November 30, 1991. With the inherent variability of hydrological data, the usefulness of 4 <br />months of data will be limited. For example, during the first 3 months of September <br />precipitation was'aq above normal. Consequently, the irrigation requirement for alfalfa was <br />2/3 of the average of the last 5 years over the same period. Under normal conditions, when <br />crop irrigation requirements decrease, return flows increase. <br />With a demand for over 700 cfs, the study presents alternative supplies of water in varying <br />amounts. It is possible to select portions of an alternative, full alternatives, or combinations <br />of alternatives to meet the required flow. <br />' Ibid. p. 25. <br />5 <br />1