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The flow of water over the broad-crested weir is 15 m3/s. The weir and the channel have a width of 5 m. (Figure 1) Part A Det

Water flows at 450 ft3/s over the 12-ft-wide spillway of the dam. The depth of the water at the bottom apron is 2 ft. (Figure

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2 o y = 1.347m Given 42 = 11:014 m H y im 9= H +| = H=y-1 B =5m Q = 15m315 Cw=0.8 As we know that 3/2 오 Q = 1-4CwB (H + Q? BY) Given Q = 450f315 b = 12ft eft 9, =lft * 9, Y, 1 + its (by vgy, 2 2 2 2 alo 450 2 It 8 12x2 19 81 82 (4+18 [14-95) 11-1+ J1

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