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Irrigation Engineering

Irrigation Engineering
Irrigation canals are generally aligned along

Contour line
Valley line
Straight line
Ridge line

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Irrigation Engineering
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is

2.4 xlO6
7.2 xlO6
0.2 x 106
0.6 x 106

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Irrigation Engineering
If there are two canals taking off from each flank of a river, then there will be

two divide walls and two undersluices
one divide wall and one undersluice
two divide walls and one undersluice
one divide wall and two undersluices

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Irrigation Engineering
In Montague type fall

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

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

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

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Irrigation Engineering
For standing crops in undulating sandy fields, the best method of irrigation, is

Furrow method
Check method
Sprinkler irrigation
Free flooding

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