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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />003041 <br /> <br />eluding the year 1966, the 10 year moving average historic <br /> <br />runoff at the Maybel1 gaging was not less than 995,200 acre <br /> <br />feet. After subtracting from this figure the projected <br /> <br /> <br />future depletion upstream from the Maybe11 gage of 213,000 <br /> <br />acre feet, the available water for downstream delivery <br /> <br />would be 7S2,200 acre feet, which is 1.6 times the required <br /> <br />Colorado delivery under the terms of the Upper Colorado River <br /> <br />Basin Compact. <br /> <br />The following table shows the annual historic runoff, <br /> <br />the 10 year moving average and the remaining runoff for down- <br /> <br />stream delivery, if the projected future stream depletion is <br /> <br />subtracted from this historic runoff: <br /> <br />Yampa River Downstream Water Delivery at the Maybell Gage <br />Units-1000 Acre Feet <br /> <br />Year <br /> <br />1947 <br />1945 <br />1949 <br />1950 <br />1951 <br />1952 <br />1953 <br />1954 <br />1955 <br />1956 <br />1957 <br />1955 <br />1959 <br />1960 <br />1961 <br />1962 <br />1963 <br />1964 <br />1965 <br />1966 <br /> <br />Historic 10 Year Discharge Percent of <br />Runoff Moving After Colo. Compact <br /> Average Depletion Deli very <br />1,310.0 1,034.9 S21.9 164 <br />1,lS3.0 1,030.4 S17.4 163 <br />1,322.0 1,069.6 S56.6 171 <br />952.0 1,OSO.0 S67.0 173 <br />1,016.0 1,OS2.6 S69.6 174 <br />1,447.0 1,10S.4 S95.4 179 <br />S29.2 1,100.9 SS7.9 177 <br />522.2 1,oM.0 S55.0 171 <br />772.6 1,021.0 SOS.O 162 <br />1,033.0 1,03S.7 S25.7 165 <br />1,7S1.0 1,OS5.S S72.S 175 <br />1,26S.0 1,094.3 SS1.3 176 <br />S14.0 1,043.5 S30.5 166 <br />1,010.0 1,049.3 S36.3 167 <br />629.3 1,010.6 797.6 160 <br />1,492.0 1,015.1 S02.1 160 <br />630.2 995.2 7S2.2 156 <br />S65.1 1,029.5 S16.5 163 <br />1,314.0 1,OS3.7 S70.7 174 <br />702.S 1,050.6 S37.6 1M <br /> 26 <br />