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Irrigation Engineering

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

V₀1/2
V₀7/2
V₀5/2
V₀3/2

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Irrigation Engineering
Horizontal acceleration due to earthquake results in

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

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Irrigation Engineering
The most suitable section of a lined canal, is

Both (a) and (b)
None of these
Triangular section with circular bottom for small canals
Trapezoidal section with rounded corners for large canals

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Irrigation Engineering
The kor depth for rice is 190 mm and kor period is 14 days. The outlet factor for this will be

637 hectares/m3/sec
1172 hectares/m3/sec
837 hectares/m3/sec
972 hectares/m3/sec

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Irrigation Engineering
A fall in a canal bed is generally provided, if

Ground slope is practically the same as the designed bed slope
Designed bed slope exceeds the ground slope
None of these
Ground slope exceeds the designed bed slope

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Irrigation Engineering
Lining of irrigation channels

does not change the water logging area
decreases the waterlogging area
increases the waterlogging area
None of these

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