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2 <br />2 <br />20 <br />W <br />w <br />v <br />c15 <br />O <br />O <br />r <br />X <br />3 10 <br />0 <br />LL <br />5 <br />Gunnison River <br />Whitewater Gage <br />March <br />- - - - - --- - - - - - <br />Water Development Period <br />1967-1 994 <br /> <br />% Exceedence. _ <br />Mar (cfs) <br />100 500' <br />95 700' <br />90 820 <br />80 1,05Q * <br />75 1,160 <br />50 1,940 <br />25 2,780 <br />1-0- '- - - - 3,720 - - - <br />1,050 cfs Ndeded <br />@ Whifewater to Maintain' - - - - - - <br />the 300 cfs Flow in the 2.,3-mile reach <br />0 -f <br />0 <br />20 40 60 80 100 <br />Percent of Time Flow Is Exceeded <br />20 <br />W <br />v <br />c15 <br />O <br />O <br />T <br />X <br />3 10 <br />0 <br />M <br />0 <br />5 <br />Gunnison River <br />Whitewater; Gage <br />April ; <br />Water Development Period <br />1967-1 994 _ <br />% Exceedonce Apr (cJfs) <br />100 443 <br />95 804 <br />90- ,- _ - _ 978 - - _ <br />88 1,050 <br />75 1,430 <br />50 2,340 <br />25 3,570 <br />f0- 5,71-6- <br />1,050 cfs Needed <br />@ Whitewater to Maintain- - - _ _ _ <br />the 300 cfs Flow in the 2.3-mile reach <br />0 20 40 60 80 100 <br />Percent of Time Flow is Exceeded <br />Figure H.2. Mean daily flow exceedences for March (top) and April (bottom) for <br />the Gunnison River at the Whitewater USGS stream gage during the <br />past-water development period, 1967-1994. The horizontal line at <br />1,050 represents the minimum amount of water (cfs) needed at the <br />USGS stream gage at Whitewater to provide a minimum of 300 cfs in <br />the 2.3-mile reach of the lower Gunnison River immediately <br />downstream of Redlands Diversion Dam. This assumes that Redlands <br />Canal withdraws at least 750 cfs from the river, thus 750+300=1,050. <br />H-5