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<br />. <br /> <br />to the reservoir are reduced by the projected upstream depletions; <br />and 7) the adjusted inflows are balanced against projected downstream <br />demands. A surplus represents storable flow that can be retained to <br />fill any available storage in the reservoir, and a deficit represents <br />downstream demand. <br /> <br />The specific areas where WWE's methodology varied from the above are <br />identified in the subsequent discussion. <br /> <br />B. CURRENT WATER AVAILABILITY <br />Flows currently available to the Webster Hi 11 Reservoir site were <br />estimated by adjusting the gaged flows at the USGS gage near Cameo <br />for the water years 1943-1982. The data from this gaging station <br />were used instead of data from the ones near DeBeque or the former <br />New Castle gages because of the longer period of record available at <br />Cameo. <br /> <br />. <br /> <br />A factor for adjusting the gaged flows near Cameo was developed to <br />compensate for the difference in drainage areas and precipitation <br />above the Cameo gage and the Webster Hi 11 Reservoir. The adjusted <br />average annual flow at the Webster Hill site is 2,524,000 ac-ft. <br /> <br />C. CURRENT WATER USAGE <br />1. Transmountain Diversions <br />Great quantities of water are diverted out of the Colorado River <br />Basin to the eastern side of the continental divide annually. <br />These annual diversions have increased from about 100,000 ac-ft <br />in the early 1940s to an average of 532,000 ac-ft from 1978 to <br />1982. For the purposes of this study, the transmountain <br />diversion data were distributed according to the monthly <br />averages over the 10-year period of 1973 to 1982. <br /> <br />2. <br /> <br />Upstream Consumptive Uses <br />The most significant upstream consumption comes <br />agricultural, domestic, municipal, and industrial uses and <br />reservoir evaporation, with agricultural use accounting for <br /> <br />from <br />from <br />most <br /> <br />. <br /> <br />3686-a/6 <br /> <br />II-2 <br />