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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).
Harbours: Types of Harbours There are two types of harbours, viz : (a) Natural harbour, which is protected from storms and waves by the natural configuration of t
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How we can find R.L. of instrument station without moving of instrument.
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Significance of tailwater level in culverts Headwater level and tailwater level of culverts are significant parameters in hydraulic design. Headwater level can't be set too la
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