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Irrigation Engineering

Irrigation Engineering
According to Khosla’s theory, the exit gradient in the absence of a downstream cutoff is

infinity
unity
very large

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Irrigation Engineering
The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by

None of these
total rainfall
period of storm
direct runoff volume

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Irrigation Engineering
In North Indian Plains, optimum depth of kor watering for wheat, is

13.5 cm
23.0 cm
19.0 cm
17.5 cm

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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 water face of the guide banks, is protected by

Two man stone pitching
One men stone pitching
Three man stone pitching
Four man stone pitching

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Irrigation Engineering
A multipurpose reservoir is the one which is

designed for one purpose but serves more than one purpose
both (A) and (B)
planned and constructed to serve various purposes
None of these

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