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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
If d is the depth of the aquifer through which water is flowing, then the relationship between permeability k and transmissible T is given by

T= Vkd
T = k/d
T = kd
k= VTd

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Irrigation Engineering
In a concrete canal the approximate permissible velocity of water should not exceed

1.5 m/sec
2 m/sec
1 m/sec
0.5 m/sec

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Irrigation Engineering
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is

0.6 x 106
0.2 x 106
2.4 xlO6
7.2 xlO6

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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 shorter duration
same and longer duration

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Irrigation Engineering
Cyclonic precipitation is caused by lifting of an air mass due to

pressure difference
temperature difference
natural topographical barriers
All of these

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