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Irrigation Engineering

Irrigation Engineering
Trap efficiency of a reservoir is a function of

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

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Irrigation Engineering
Seepage through embankments in an earthen dam is controlled by

relief wells
provision of downstream berms
drain trenches
drainage filters

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Irrigation Engineering
The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of

any duration
same duration only
same and longer duration
same and shorter duration

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Irrigation Engineering
According to Khosla, the exits gradient of surface flow

Depends upon the b/d ratio
None of these
Is independent of the depths of d/s cut off walls
Is independent of the b/d ratio

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Irrigation Engineering
Vertical drop fall is satisfactory for a height upto

0.5 m
1.5 m
5.0 m
3.5 m

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Irrigation Engineering
In a chute spillway, the flow is usually

critical
subcritical
super critical
uniform

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