Higher Study | Fluid Mechanics | Open Channel Flow

Water hammer pressure is relieved by
In case of depressed nappe the pressure of air below the nappe is
The weir with thick crest is known as
When perimeter is minimum, discharge is:
Statement (I): Open channel flow in a channel is said to be critical when the specific force is maximum for a given discharge. Statement (II): Direct integration for steady non-uniform flow by Bresse’s method was developed for very wide rectangular channels.
When the water in a channel is flowing at critical velocity
A hydraulic jump is formed when 
When there is no air left blow the nappe, it is known as
For an accurate flow measurement in open channel, an arrangement for aeration under the nappe is necessary when the weir used is:
The most economical section of circular channel for maximum discharge is obtained when (Where, d is the diameter of circular section)
Uniform flow in an open channel exists when the:
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