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<br />. <br /> <br />. . <br /> <br />v <br /> <br /> 18 <br /> 14. <br />........ <br />~ <br />..,; 1.2 <br />... <br />, <br />CJ 10 <br />Z <br />Z <br />W <br />Q. 8 <br />0 <br />W <br />'1- <br />< 8 <br />CJ <br /> 4 <br /> 2 <br /> 0 <br /> 0 <br /> <br /> <br />H Hz <br />, ' <br />SPILLWAY CREST LJ~- <br /> <br /> <br />a:~ Iff9CLlH,\-Hz\) <br /> <br />SPILLWAY CREST ELEVATION 6,240.0 <br /> <br />.25 <br /> <br />30 <br /> <br />36 <br /> <br />10 <br /> <br />16 <br /> <br />20 <br /> <br />6 <br /> <br />DISCHARGE-CFS X 1000 (Q) <br /> <br />. ~ Unconatrlctad <br />If Overflow <br />- - - - - - - - 46,260 CFS <br /> <br />GATE OPENING POOL ELEVATION <br />FT. FT. M.S.L. <br /> <br />a 625.2.0 <br />1 6253.0 <br />2 6264.0 <br />3 6266.0 <br /> <br />1 ! <br /> <br />16 6266.0 <br /> <br />40 <br /> <br />46 <br /> <br />WEBSTER HILL PROJECT <br />FEASIBILITY STUDY <br /> <br />GATED SPILL WAY <br />DISCHARGE CURVE <br /> <br />_SHlltlno. <br />-...-....~ <br /> <br />Scale: As Shown <br /> <br />Job No. 8210 <br /> <br />Fig. 11I-3 <br />