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<br />I- <br />UJ <br />UJ <br />u. <br />I 95 <br /> <br />Z <br />o <br />I- <br />~ <br />UJ <br />...J <br />UJ <br /> <br />UJ <br /><.) <br /><[ <br />l.L <br />a: <br />::::l <br />Vl <br /> <br />a: <br />UJ <br />~ <br />~ <br /> <br />a: <br />o <br />> <br />a: <br />UJ <br />Vl <br />UJ <br />a: <br /> <br /> <br />96 <br /> <br />94 <br /> <br />93 <br /> <br />92 <br /> <br />91 <br /> <br />1000 <br /> <br />2000 <br /> <br />EXISTING SPILLWAY CRESTl <br /> <br />PROPOSED SPILLWAY CREST <br /> <br />3000 <br /> <br />4000 <br /> <br />DISCHARGE IN SECOND- FEET. <br /> <br />Q = CLH 3;z <br />(OVERFLOW SPILLWAY CREST <br />\;ENTH 135' <br /> <br />H" C'3.2 Q' 432 <br />2 3.4 1298 <br />3 3.6 2525 <br />4 3.7 3996 <br />5 3.8 5736 <br /> <br />5000 <br /> <br />6000 <br />