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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
m3
m1/2
m2/3

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Irrigation Engineering
The useful moisture of soil, is equal to its

Moisture content at permanent wilting point
Saturation capacity
Difference between filed capacity and permanent wilting point within the root zone of plants
Field capacity

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Irrigation Engineering
The depth of water required to bring the soil moisture content of a given soil upto its field capacity is called

equivalent moisture
soil moisture deficiency
hygroscopic water
pellicular water

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Irrigation Engineering
For the design of major hydraulic structures on the canals, the method generally preferred to, is based on

Bligh's theory
Electrical analogy method
The relaxation method
Khosla's method of independent variables

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Irrigation Engineering
In a chute spillway, the flow is usually

super critical
uniform
critical
subcritical

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Irrigation Engineering
Lacey's equation for calculating flood discharge in rivers, is

V = 10.8 R2/3 S1/3
V = 10.8 R2/3 S1/2
V = 10.8 R1/2 S1/2
V = 10.8 R1/3 S2/3

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