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Irrigation Engineering

Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

38m
91m
19m
15m

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Irrigation Engineering
The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of

same and shorter duration
any duration
same duration only
same and longer duration

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Irrigation Engineering
The discharge passing over an ogee spillway is given by (where, L is effective length of spillway crest and H is the total head over the spillway crest including velocity head.)

CLH5/2
CLH1/2
CLH3/2
CHL3/2

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Irrigation Engineering
According to Lacey, in regime conditions

Silt is kept in suspension by vertical components of eddies
Entire cross-section of the channel is generated at all points by the forces normal to the
Both (a) and (b)
Neither (a) nor (b)

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Irrigation Engineering
If V₀ is the critical velocity of a channel, its silt transporting power, according to Kennedy, is proportional to

V₀7/2
V₀3/2
V₀5/2
V₀1/2

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Irrigation Engineering
The sensitivity of a rigid module is

1
infinity
between zero and one
zero

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