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Irrigation Engineering

Irrigation Engineering
Irrigation canals are generally aligned along

Ridge line
Valley line
Contour line
Straight line

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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 duty is largest

at the head of water course
at the head of a main canal
same at all places
on the field

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Irrigation Engineering
The maximum permissible eccentricity for no tension at the base of a gravity dam is

B/4
B/6
B/3
B/2

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Irrigation Engineering
F.S.L. of a canal at its head with respect to parent channel is kept

15 cm lower
15 cm higher
None of these
At the same level

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Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

infinity
very large
unity

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