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<br />o <br />C") <br />N <br />a <br />..... <br />1--6 <br /> <br />~ <br /> <br />, <br /> <br />. <br /> <br />. <br /> <br />Using the channel geometry method of estimating mean <br />~-annua~l-runoff',--an- -aver age-yiel:d-o f-abou t-77 O-a'cre=fEfet-per--ye ar for <br />the long term could be produced at the Setchfield Reservoir site. <br />In some years no runoff would be produced, while in some years runoff <br />would be considerably more than 770 acre-feet. The court decree <br />stipulates that 30 percent of the flow at Setchfield must be taken <br />as channel losses. This would result in an average annual amount of <br />about 540 acre-feet that could be stored in John Martin Reservoir. <br /> <br />-4- <br />