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2)Flow occurs over spillway, as shown in th figure below. Determine the horizontal force on spillway per foot by assuming ide

Take A = 2

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42 Yz y = 5+ 0-1X2 Y, Givers data : 9, = 5+0.IXA 0.9+0.IXA = 0.9 + Olx2 5.2 ft 42 lolft Let us assume flow sate pes unit widt+805.896 - F = 1.94x18.28811 18.2881 2 q q2 22 q q I Fx +805.896 - Fx 465.079-805.896 q -6.1X2 g 27.04 1.21 q? -0.189466 - 6.

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