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Irrigation Engineering

Irrigation Engineering
The stream which does not have any base flow contribution is called

ephemeral stream
None of these
intermittent stream
perennial stream

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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

2.4 xlO6
0.2 x 106
0.6 x 106
7.2 xlO6

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Irrigation Engineering
Lining of irrigation channels

does not change the water logging area
increases the waterlogging area
None of these
decreases the waterlogging area

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Irrigation Engineering
If the height of the hydraulic gradient line above the floor of thickness t is h and the specific gravity of the material of the floor is G, the minimum thickness t of the floor downstream of the crest-wall, is given by the equation

t = (h - 1)/(G - t)
t = (h + 1)/(G + t)
t = (h + 1)/G
t = (h - 1)/(G + t)

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Irrigation Engineering
The state of the soil when plants fail to extract sufficient water for their requirements, is

None of these
Permanent wilting point
Maximum saturated point
Ultimate utilization point

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Irrigation Engineering
When surface of transpiration is submerged under water, then potential evapotranspiration is

much less than evapotranspiration
much more than evapotranspiration
equal to or less than evapotranspi-ration
equal to evapotranspiration

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