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Irrigation Engineering

Irrigation Engineering
V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

3V²/4R
5V²/2R
2V²/5R
2V²/√3 R

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Irrigation Engineering
If the straight sides of a triangular section of a lined canal with circular bottom of radius D, make an angle ? with horizontal, the hydraulic mean depth is

D/5
D/3
D/2
D

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Irrigation Engineering
Side slopes generally kept for canals in loam soil, are:

1 : 1 in cutting and 1½ : 1 in filling
1½ : 1 in cutting and 2 : 1 in filling
Both (A) and (B)
Neither (A) nor (B)

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Irrigation Engineering
In a chute spillway, the flow is usually

critical
super critical
uniform
subcritical

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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

hygroscopic water
pellicular water
equivalent moisture
soil moisture deficiency

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Irrigation Engineering
A land is said to be water-logged if its soil pores within

All listed here
A depth of 40 cm are saturated
Root zone of the crops are saturated
A depth of 50 cm are saturated

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