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<br />. <br /> <br />. <br />dl ; 3.82 <br />d ; 9.82 <br />0 <br />Al ; 416 square feet <br />A2 ; 1070 square feet <br /> <br />For <br /> <br />. <br /> <br />And <br /> <br />VI ; \{ 9~8~1*.8;) ~64.4)) <br />; ((O~~~~) (64.4)) 1/2 <br /> <br />; (455) 1/2 <br /> <br />1/2 <br /> <br />41 <br /> <br />. <br /> <br />; 21.4 ft/sec <br /> <br />. <br /> <br />0.: <br /> <br />(21.4)(416) ; 8902 cfs <br /> <br />; <br /> <br />B. Total flow above flume <br /> <br />Formula for broadcrested weir is used: <br /> <br />. <br /> <br />q ; 3 h 3/2 <br /> <br />. <br /> <br />Width ; 109 ft <br />~; 327 h 3/2 <br />Where h; height above top of flume <br /> <br /> h ; 0.5 Ft 0.:; 327 (0.5) 3/2 ; 327 (0.355)=116 cfs <br /> h = 1. 6 Ft ~; 327 (1. 0) 3/2 = 327 (1) = 327 cfs <br /> h = 1.5 Ft ~= 327 (1.5) 3/2 = 327 (1. 84) = 602 cfs <br />. <br /> h ; 2.0 Ft Q.,= 327 (2.0) 3/2 = 327(2.83) = 925 cfs <br /> h = 2.3 Ft ~= 327 (2.3) 3/2 = 327(3.48) =1138 cfs <br />. <br /> <br />. <br /> <br />. <br /> <br />EXHIBIT E (cant.) <br />