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Irrigation Engineering

Irrigation Engineering
The downstream expansion head of a guide bank is extended to subtend an angle at the centre, equal to

90°
60°
30°
45°

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Irrigation Engineering
Coefficient of discharge of an ogee spillway

remains constant
depends on downstream apron interference and downstream submergence
depends on depth of approach and upstream slope
both (A) and (B)

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Irrigation Engineering
Under the same conditions, which of the following shapes of water surface will give the highest rate of evaporation ?

convex water surface
flat water surface
concave water surface
independent of shape of water surface

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Irrigation Engineering
For smooth entry of water in a canal, the angle between head regulator and water is generally kept

110°
90°
80°
120°

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Irrigation Engineering
Vertical drop fall is satisfactory for a height upto

1.5 m
0.5 m
3.5 m
5.0 m

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Irrigation Engineering
A river bend characterized by silting

scouring on concave side and silting on convex side
scouring on concave side
silting on convex side
scouring on convex side and on concave side

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