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v <br />200 <br />180 <br />0 <br />Z <br />OU 160 <br />w <br />U) <br />cr <br />W <br />CL 140 <br />W <br />W <br />LL <br />U <br />FO 120 <br />100 <br />LLJ 80 <br />F— <br />J <br />60 <br />Z <br />O <br />2 <br />Z 40 <br />Q <br />W <br />2 <br />A <br />MAXIMUM <br />75TH PERCENTILE <br />MEDIAN <br />25TH PERCENTILE <br />MINIMUM <br />20 <br />0 <br />2,000 <br />1,000 <br />0 <br />Z <br />O <br />U <br />w <br />07 <br />Ir <br />w <br />LL 100 <br />F— <br />w <br />w <br />LL <br />U <br />M <br />U <br />Z <br />O <br />J <br />LL <br />10 <br />Q <br />W <br />Ir <br />F- <br />1 <br />B <br />MEAN DAILY STREAMFLOW, <br />1975 -83 <br />• • .. • • MEAN DAILY STREAMFLOW, <br />1959 -83 <br />- - - -- INSTANTANEOUS STREAMFLOW <br />WHEN WATER - QUALITY SAMPLES <br />WERE COLLECTED, 1975 -83 <br />G <br />CID <br />I,—L <br />)CT NOV DEC JAN FEB MAR APR MAY JUNE JULY AUG SEPT 0.01 0.1 1 10 50 90 95 9899 99.9 99.99 <br />PERCENTAGE OF TIME INDICATED STREAMFLOW <br />WAS EQUALED OR EXCEEDED <br />Figure 3. - -(A) Statistical summary of mean monthly streamflows, 1959 -83, and <br />(B) streamflow- duration curves for site F12. <br />