Irrigation Engineering
According to Kennedy, the critical velocity (V₀) in meters in a channel is the mean velocity which keeps the channel free from silting or scouring. Its value is given by (where m is critical velocity ratio and D is the depth of the channel).

V₀ = 0.55 mD0.54
V₀ = 0.55 mD0.64
V₀ = 0.84 mD0.64
V₀ = 0.84 mD0.54

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Irrigation Engineering
A divide wall is provided

At right angle to the axis of weir
Parallel to the axis of weir and downstream of it
Parallel to the axis of weir and upstream of it
At an inclination to the axis of weir

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