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Irrigation Engineering

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

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

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Irrigation Engineering
Process of meandering is due to

Relative erodibility of the bed and banks
Sediment load of streams
Discharge and hydraulic properties of streams
All listed here

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Irrigation Engineering
The useful moisture of soil, is equal to its

Moisture content at permanent wilting point
Field capacity
Difference between filed capacity and permanent wilting point within the root zone of plants
Saturation capacity

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Irrigation Engineering
The drainage water intercepting the canal can be disposed of by passing the canal below the drainage in

aqueduct and super passage
level crossing
aqueduct and syphon aqueduct
super passage and canal syphon

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Irrigation Engineering
Trap efficiency of a reservoir is a function of

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

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

shaft spillway
ogee spillway
chute spillway
side channel spillway

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