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A sharp crested, contracted, rectangular weir of length 12 ft and height 1 ft exhibits a head (h0) of 2 inches of water. Calculate the water flow in ft3/s. Assume the head of velocity approach is small.

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A sharp crested, contracted, rectangular weir of length 12 ft and height 1 ft exhibits a head (h<sub>0</sub>) of 2 inches of water. Calculate the water flow in ft<sup>3</sup>/s. Assume the head of velocity approach is small.






 
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