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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).
Disadvantages of cement sand mortor
Introdaction , volume batching , weighat batching , mesaring of water
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Important parts of road pavements: Prime Coat : Application of a low viscosity bituminous binder over a granular base to fill up the voids. Tack Coat : Application of b
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The sketch shows a common consumer product called Water Pik. This device uses a motor to drive a piston pump that produces a jet of water (diameter d = 3 mm, temperature T = 10 °C)
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Question Give genuine reason that why are steel tubular marine piles often driven open-ended? Answer In marine structure where piles are constantly topic to major la
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