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<br />~l- ..., <br />Z.'J;J t <br /> <br />tu <br />~ 100 <br />W <br />a: <br />u <br /><( <br />LL <br />o <br />rn <br />c <br />z <br /><( <br />rn <br />::> <br />o <br />J: <br />I- <br />~ 10 <br />ui <br />::;: <br />::> 1,000 <br />...J <br />o <br />> <br />w <br />(!) <br />a: <br /><( <br />J: <br />U <br />rn <br />C <br />>- <br /><( <br />::; <br />..:. <br />g: 100 <br /><( <br /> <br />1,000 <br /> <br />Station 07097000 Arkansas River al Ponland (1940-90. N = 29) <br /> <br /> <br />Station 07099400 AItansas River above Pueblo (1966-90. N = 25) <br /> <br /> <br />10 <br />0.995 0.99 0.98 0.95 0.9 <br /> <br />0.8 0.7 0.6 0.5 0.4 0.3 0.2 <br /> <br />0.1 0.05 0.02 0.01 O.OOS <br /> <br />PROBABILITY THAT APRIL-MAY DISCHARGE VOLUME <br />WILL BE EXCEEDED IN ANY YEAR <br /> <br />Figure 9. Log-Pearson type-Ill frequency curves of April-May discharge volume for selected stations <br />on the Arkansas River--Continued. <br /> <br />16 Use of Frequency Analysis and the Extended Streamflow Prediction Procedure to estimate EVBcuatlon Datul for the <br />Joint-Use Pool 01 Pueblo Reservoir, Colorado <br />