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<br />flows should average no less than 6,850 cfs, and such a minimum should
<br />occur at a rate of no more than 4 in 20 years (20 per~~ent).
<br />Rate 25~ 25~ 30~ 20~
<br />Exceedance 25~ 50$ 80~ 100
<br />JAN 1,630 1,630 1,630 1,240
<br />FEB 1,630 1,630 1,630 1,240
<br />MAR 1,630 1,630 1,630 1,240
<br />APR 3,210 2,440 2,260 1,860
<br />MAY 10,720 9,380 7,710 7,260
<br />JUN 15,660 14,250 11,350 6,850
<br />JUL 7,060 5,370 3,150 1,480
<br />AUG 1,630 1,630 1,240 810
<br />SEP 1,630 1,630 1,240 810
<br />OCT 1,630 1,630 1,240 810
<br />NOV 1,630 1,630 1,630 1,240
<br />DEC 1,630 1,630 1,630 1,240
<br />Table 2. Volumes of water (in hundreds of acre-feet) needed per 10-
<br />day period to produce hydro-graphs recommended for the 15-mile reach
<br />during the spring runoff period (April, May, June and July). AP-1
<br />represents the first 10 days in April; AP-2, the second 10 days, etc.
<br />Rate 258 258 30~ 20~
<br />Exceedance 258 50~ 80~ 100
<br />AP-1 317 276 295 245
<br />AP-2 563 450 416 343
<br />AP-3 1,029 726 634 519
<br />MA-1 1,573 1,104 957 892
<br />MA-2 2,073 1,817 1,516 1,488
<br />MA-3 2,944 2,846 2,267 2,085
<br />JN-1 3,197 2,770 2,566 1,778
<br />JN-2 3,209 3,066 2,368 1,404
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