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<br />,- --r <br />I <br /> <br />" <br /> <br /> r 400 <br /> I <br /> I 0 <br /> i z <br /> 0 <br /> I u <br /> w <br /> '" <br /> '" <br /> w <br /> "- <br /> t;; <br /> '" <br /> ... 300 <br /> u <br /> 0; <br /> :J <br /> U <br /> ~ <br /> C; <br /> "- <br /> '" <br /> 0 <br /> z <br /> 0 <br /> --"- 200 <br /> 0 <br /> >- <br /> Z <br />N Z <br />N 0 <br /> v; <br /> 0: <br /> "' <br /> ~ <br /> 0 <br /> 0: <br /> 0 <br /> ... <br /> "' 100 <br /> -' <br /> '" <br /> :"i <br /> ~ <br /> ~ <br /> 0: <br /> w <br /> ~ <br /> ;: <br /> 0 <br /> 0 <br /> <br />~ <br /> <br /> <br />PS=-82.5 +0.913D <br /> <br />100 <br /> <br />200 I 300 <br />RIVER DIVERSION (OJ, IN CUBIC FEET PER SECOND <br />I <br /> <br />400 <br /> <br />500 <br /> <br />Figure 9..' Relation~hip of river diversion to wat,r available for diversion into ponds. <br />