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Define the Approach Velocity
Typical problems have negligible approach velocity. v1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the velocity of the flow falling over the top of the weir plate (nappe).
Explain briefly physical classifications of stone
WHY WBM ROAD SURFACE RENEWE?
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Hello I have an assignment due feb 1st at 3 pm. I wanted to know if it was possible that it gets solved
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