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Irrigation Engineering

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

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

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Irrigation Engineering
For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is

0.25
0.5
Zero
1

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Irrigation Engineering
The width of a meander belt is the transverse distance between

Apex point and the crossing
None of these
Two banks of meandering river
Apex point of one curve and apex point of the reserve curve

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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
V₀5/2
V₀3/2
V₀1/2

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Irrigation Engineering
If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle ? with horizontal, the hydraulic mean depth is

D/2
D/5
D
D/3

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Irrigation Engineering
In Montague type fall

A straight glacis is provided
A circular glacis is provided
A parabolic glacis is provided
No glacis is provided

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