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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />COLORADO RIVER NEAR STATELINE <br />40 <br />O H <br />n m <br />t7 -4 <br />M M <br />Z Z <br />C a <br />?r <br />M <br />Mm <br />z <br />o L-i c <br />IM <br />c <br />H <br />f'1 <br />fn <br />n <br />ri <br />z <br />n Feb Mar Apr May Jun <br />POST ASP I NALL <br />30 <br />c <br />F <br />a <br />x 20 <br />1 <br />0 <br />0 <br />0 <br />10 <br />01 1 1 1 I 1 1 <br />Jan Feb Mar Apr May Jun <br />Jul Aug Sep Oct Nov Dec <br />90 % EXCEEDENCE -+ 75 % EXCEEDENCE- - 50 % EXCEEDENCE <br />-1- 25 % EXCEEDENCE - - 10 % EXCEEDENCE <br />Figure 2. Mean monthly flow exceedences for two time periods: pre- <br />Aspinall water development (1917-1964) and post-Aspinall water <br />development (1966-1988) for the Colorado River at the <br />stateline stream gage. (figure courtesy of George Smith). <br />8 <br />Jul Aug Sep Oct Nov Dec