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Irrigation Engineering

Irrigation Engineering
The depth of rice root zone, is

50 cm
60 cm
80 cm
90 cm

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Irrigation Engineering
The ratio of average values of shear stresses produced on the bed and the banks of a channel due to flowing water is

equal to 1
equal to zero
greater than 1
less than 1

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Irrigation Engineering
Vertical drop fall is satisfactory for a height upto

1.5 m
5.0 m
0.5 m
3.5 m

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Irrigation Engineering
If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by

B = 0.22 √(H + d)
B = 0.33 √(H + d)
B = 0.44 √(H + d)
B = 0.55 √(H + d)

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Irrigation Engineering
The field capacity of a soil depends upon

Neither (a) nor (b)
Capillary tension in soil
Porosity of soil
Both (a) and (b)

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Irrigation Engineering
Regime conditions in a channel may occur if

Silt grade and silt charge are constant
Channel flows uniformly in incoherent alluvium as that transported in suspension
All listed here
Discharge is constant

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