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Irrigation Engineering

Irrigation Engineering
For the stability of a structure against seepage pressure according to Khosla's creep theory, the critical gradient is

0.25
1
0.5
Zero

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Irrigation Engineering
The useful storage is the volume of water stored in the reservoir between

minimum pool level and maximum pool level
river bed and minimum pool level
minimum pool level and normal pool level
normal pool level and maximum pool level

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Irrigation Engineering
Horizontal acceleration due to earthquake results in

inertia force into the body of the dam
None of these
hydrodynamic pressure
both (A) and (B)

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Irrigation Engineering
Infiltration capacity

changes with both time and location
changes with time
is a constant factor
changes with location

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Irrigation Engineering
Unit of runoff in M.K.S. system is

cubic metre
metre/sec
square metre
cubic metre/sec

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Irrigation Engineering
Retrogression of the bed level of a river downstream a weir, occurs due to

Heavy impact of water
Increase of the bed level
Less percentage of silt
Soft soil strata

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