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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

19m
91m
38m
15m

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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.)

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

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Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

capillary water
gravity water
hydroscopic water
chemical water

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Irrigation Engineering
For standing crops in undulating sandy fields, the best method of irrigation, is

Free flooding
Check method
Furrow method
Sprinkler irrigation

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Irrigation Engineering
If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be

30 minutes
15 minutes
20 minutes
60 minutes

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Irrigation Engineering
S-hydrograph is used to obtain unit hydrograph of

shorter duration from longer duration
longer duration from shorter duration
None of these
both (A) and (B)

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