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<br />nydrology' <br /> <br />spill from the John Martin Reservoir. As a result of these <br />operating criteria, average stream flow below the project will <br />be about the same in the future as it. has been in the past. <br /> <br />Estimated project effects on downstream flow for each year <br />of the study periOd are shown in table 8. Actually, a slight <br />increase 1n usable flows available to tbe downstream users is <br />predicted as the net effect. of' the project.' Important factors <br />here are more stable return .flows, a decrease in ch~el losses <br />in flOOd periods and a small reduction in. John Martin spills~ <br /> <br />..~. <br /> <br />The most recent.modificationin the plan of operation-- <br />priority diversions when the project supply is exhausted and <br />separate storage account for Model--will have no significant <br />effect on downstream users. <br /> <br />21 <br /> <br />Rev, 9/64 <br /> <br />.... <br /> <br />..... <br />