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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).
Q. Show the Functions of hydraulic jump? The usage of hydraulic jump in hydraulic engineering isn't uncommon and creation of such jumps has numerous purposes: (i) Its majo
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Harbour Layout: A harbour has the following constituent parts: (a) An entrance channel, 100-300 m wide (b) A turning basin, dia 400-600 m (c) A b
precaution to be taken for roads construction in marshy land
CRACKS
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what is the use of the pelton wheel
working from whole to part
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