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Irrigation Engineering

Irrigation Engineering
Which of the following spillways is least suitable for an earthen dam ?

side channel spillway
shaft spillway
ogee spillway
chute spillway

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

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Irrigation Engineering
When a canal and a drainage approach each other at the same level, the structure so provided, is

An aqueduct
A level crossing
Inlet and outlet
A syphon

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Irrigation Engineering
Groynes are generally built

Inclined downstream up to 30°
Inclined up stream up to 30°
Perpendicular to the bank
All listed here

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Irrigation Engineering
The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally

0.12569444444444
0.16736111111111
0.084027777777778
0.20902777777778

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Irrigation Engineering
Meandering of a river generally occurs, in

Boulder stage
Rocky stage
Delta stage
Trough stage

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