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<br />. <br /> <br />" <br /> <br />16 <br /> <br />TABLE 3. Change in flows for the IS-mile reach under different development <br /> scenarios. Period of record 1952-1982. <br />----------------------------------------------------------------------------- <br /> KAF lOWEST YEAR 1977 <br />EXISTING PRESENT ENVIRONMENTAL MUDDY CREEK <br />CONDITIONS MOD IF lED BASELINE PROJECT <br />MON CHANGE CHANGE CHANGE <br />----------------------------------------------------------------------------- <br />JAN 106.0 3.2 109.2 -19.5 89.7 0.1 89.B <br />FEB 86.1 -3.4 82.7 -13.5 69.2 0.1 69.3 <br />MAR 11.6 -.8 76.8 -10.6 66.2 0.1 66.3 <br />APR 53.3 5.5 58.9 -10.5 48.4 0.1 48.5 <br />MAY 61.6 3.6 65.2 -15.1 50.1 0.0 50.2 <br />JUNE 19.9 -18.1 61.9 -16.8 45.1 -0.1 45.1 <br />JULY 15.4 -3.3 12.1 2.1 14.3 0.0 14.3 <br />AUG 13.2 -7.4 5.8 2.7 8.5 0.9 9.4 <br />SEPT 16.2 -.3 15.9 5.3 21.2 1.1 22.2 <br />OCT 26.3 2.5 28.9 3.5 32.4 0.7 33.1 <br />NOV 80.4 6.9 87.3 -18.4 68.9 0.5 69.4 <br />DEe 86.9 7.9 94.8 -23.1 71.6 0.5 72.1 <br />TOT 703.0 -3.6 699.4 -114.0 5B5.4 4.3 589.6 <br />* KAF - Thousand acre-feet <br />----------------------------------------------------------------------------- <br /> KAF DRYER YEARS 1955 1961 1966 <br />EXISTING PRESENT ENV I RONM ENTAL MUDDY CREEK <br />CONDITIONS MOD IF I ED BASELINE PROJECT <br />HON CHANGE CHANGE CHANGE <br />---------------------------------------------------------------------------- <br />JAN 97.0 .3 97.4 -21.9 75.4 0.1 75.5 <br />FEB 85.0 -4.1 80.9 -16.1 64.8 0.1 64.9 <br />MAR 102.6 -10.1 92.5 -13.0 79.5 0.1 79.6 <br />APR 78.0 -3.6 74.4 -14.3 60.0 0.1 60.1 <br />MAY 303.2 -57.0 246.2 -36.0 210.2 -5.5 204.7 <br />JUNE 295.2 -60.0 235.2 -31.9 203.3 -3.1 200.2 <br />JULY 72.5 -12.5 60.0 -5.9 54.1 3.2 57.3 <br />AUG 36.6 -3.6 33.0 -1.1 31.9 0.8 32.7 <br />SEPT 41.3 -12.5 28.B 1.3 30.1 0.1 30.2 <br />OCT 65.8 -9.4 56.3 -5.4 51.0 0.1 51.1 <br />NOV 107.4 6.8 114.1 -24.8 89.3 0.1 89.4 <br />DEC 101.5 7.0 108.5 -26.4 B2.1 0.1 82.2 <br />TOT 1386.0 -158.7 1227.3 -195.5 1031. 8 -3.8 1028.1 <br />