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Irrigation Engineering

Irrigation Engineering
If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to

m1/3
m2/3
m1/2
m3

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Irrigation Engineering
A deficit of sediments in flowing water may cause a river

Aggrading type
Sub-critical type
Degrading type
Meandering type

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Irrigation Engineering
The field capacity of a soil depends upon

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

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Irrigation Engineering
Regime conditions in a channel may occur if

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

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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

Zero
0.25
0.5
1

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Irrigation Engineering
The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by

7RS
11RS
15 RS
4RS

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