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Irrigation Engineering

Irrigation Engineering
A hydroelectric scheme operating under a head of 80 m will be classified as

high head scheme
medium head scheme
None of these
low head scheme

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Irrigation Engineering
If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be

aqueduct
superpassage
syphon aqueduct
syphon

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Irrigation Engineering
If straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the area of its cross-section, is

R (θ + cot θ)
R (θ + tan θ)
R2 (θ + tan θ)
R2 (θ + cot θ)

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Irrigation Engineering
According to Khosla, the exits gradient of surface flow

Is independent of the b/d ratio
Depends upon the b/d ratio
Is independent of the depths of d/s cut off walls
None of these

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Irrigation Engineering
Irrigation canals are generally aligned along

Ridge line
Straight line
Valley line
Contour line

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Irrigation Engineering
Which of the following methods of applying water may be used on rolling land ?

boarder flooding
check flooding
free flooding
furrow flooding

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