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Irrigation Engineering

Irrigation Engineering
Unit of runoff in M.K.S. system is

metre/sec
square metre
cubic metre/sec
cubic metre

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Irrigation Engineering
In a concrete canal the approximate permissible velocity of water should not exceed

1 m/sec
1.5 m/sec
0.5 m/sec
2 m/sec

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Irrigation Engineering
If D is the depth of scour below original bed, then the width of launching apron is generally taken as

2.5 D
1.5 D
2.0 D
1.2 D

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Irrigation Engineering
If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

demand cannot be met by inflow
reservoir was not full at the beginning
both (A) and (B)
None of these

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Irrigation Engineering
The crest level of a canal diversion head work, depends upon

All listed here
Pond level
F.S.L. of the canal
Discharge perimeters

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Irrigation Engineering
Horizontal acceleration due to earthquake results in

both (A) and (B)
hydrodynamic pressure
None of these
inertia force into the body of the dam

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