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<br />~ <br /> <br />",_.- <br /> <br /> Table 8.--Average times of nse or <br />Average antecedent Subreach 1, Subreach 2., Subreach <br />streamflow in river mil es 0 to 24 river miles 24 to 42 river mi les <br />subreach, In cubic Hours per Hours per <br />feet per second Hou rs mi Ie Hours mile Hours <br /> 5 <br /> 10 <br /> 20 <br /> 40 <br /> 70 20 0.83 13 0.72 28 <br /> , 18 .67 <br />100 .75 12 22 <br />150 16 .67 11 .61 19 <br />200 15 .62 10 .56 16 <br />300 13 .54 9 .50 13 <br />400 12 .50 8 .44 10 <br /> ~ <br />500 11 .46 7 .39 8 <br />600 10 .42 7 .39 7 <br />800 9 .38 6 .33 6 <br />1,000 8 .33 6 .33 5 <br />1,200 7 .29 6 .33 5 <br />1,600 6 .25 5 .28 4 <br />2,000 6 .25 5 .28 4 <br />2,500 6 .25 5 .28 3 <br />3,000 5 .21 5 .28 3 <br />4,000 5 .21 4 .22 3 <br /> THE FOLLOWING IS AN EXAfoIPLE <br /> Problem - <br /> <br />. <br /> <br />..;;:<...;:<-.~~.: ,.;,-.:: <br />~~~ijji~~;~1} , <br /> <br />.h' <br />. . <br /> <br />. <br /> <br />. .. .... <br />-".. ........., <br />..-.,.-<...... ...y.... <br />f,f.~t:.1~ll~ib . <br />. ~- .... . . <br />. ',;n <br /> <br />What diversion schedule could <br />minimize adverse effects <br />with a rate of 200 ft3/s <br />streamflow is 500 ft3/s in <br />400 ft3/s in subreach 31 <br /> <br />be used at the Catlin Canal headgate to <br />on downstream water users for a release <br />and a duration of 16 days when antecedent <br />subreach 1, 500 ft3/s in subreach 2, and <br /> <br />26 <br /> <br />,'" . " .~ ", . <br />q.". -.' <br />