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<br />, <br /> <br /> <br />) <br /> <br />J <br />T <br />'FORT COLLlNS{FC) <br />MICHIGAN OITCH 8 <br />'JOE WRIGHT RESERVOIR <br />1 <br /> <br />1 <br />1 <br />I <br />1 <br />I <br />1'::1 <br />~I <br />01 <br />1 <br />;;il 4,581 <br />!zl (NET AFTER <br />~I SHRINKAGE <br />;::, 5% IN RIVER <br />~I TRANSIT) <br />u <br />I <br />I <br /> <br /> <br /> <br />7636 rip <br /> <br /> <br />3,055 (NET AFTER <br />5 % SHRINKAGE <br />RIVER TRANSIT! <br /> <br />/ <br /> <br />. <br /> <br />RAWHIOE PROJECT <br /> <br />eochtl Lo Poudrtl Rivtlr <br /> <br />WATER SUPPLY 8 STORAGE (IYSS) <br />GRAND DITCH 8 LONG DRAW RESERVOIR <br /> <br /> <br />4 ,581 IYSS <br />3,055 FC <br />7,636 NET <br /> <br />FORT COLLINS <br /> <br />4,200 <br /> <br /> <br />PIPELINE <br /> <br />4.200 <br /> <br />RETURN <br />FLOW COMPUTATION <br />7,636 NET OF SHRINKAGE <br />4,200 55% RETURN FLOW <br /> <br />SEWAGE TREATMENT <br />PLANT NQ 2 <br /> <br />Figure 4-1. Reuse, of rnWrted Water by Ex9hange. <br /> <br /> <br />) <br /> <br /> <br />-;, ..,,~" ""',, ,""."\ <br /> <br />'<,.{ <br /> <br />Q <br />o <br />",,1\ <br />U1 <br /><,.) <br />-J <br /> <br />... <br />w <br /> <br />) <br /> <br /> <br />ioN:',";' ,,,'.<"'.'i <br />