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Irrigation Engineering

Irrigation Engineering
Irrigation canals are generally aligned along

Ridge line
Contour line
Straight line
Valley line

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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

superpassage
syphon
aqueduct
syphon aqueduct

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Irrigation Engineering
Trap efficiency of a reservoir is a function of

capacity/inflow ratio
None of these
capacity/outflow ratio
outflow/inflow ratio

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Irrigation Engineering
If D is the depth of water upstream of the throat above its sill, B is the width of the throat, to achieve critical flow in an open venturi flume, the theoretical maximum flow Q, is

Q = 1.71 BD1/2
Q = 1/71 BD2/3
Q = 1.71 BD
Q = 1.71 BD3/2

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Irrigation Engineering
Generally the weir is aligned at right angles to the direction of the main river current because

All of these
It is economical
It ensures less length of the weir
It gives better discharging capacity

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Irrigation Engineering
If water table is comparatively high, the irrigation canal becomes useless, due to

Water logging of the cultivated areas
Large amount of seepage
Uncertain water demand
All of these

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