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Irrigation Engineering

Irrigation Engineering
Canals constructed for draining off water from water logged areas, are known

Valley canals
Contour canals
Drains
Inundation canals

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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

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

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Irrigation Engineering
For a flood control reservoir, the effective storage is equal to

useful storage + surcharge storage
useful storage – valley storage
useful storage + surcharge storage + valley storage
useful storage + surcharge storage -valley storage

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Irrigation Engineering
A fall which maintains its depth, is

A trapezoidal notch fall
A rectangular notch fall
All listed here
A low weir fall

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Irrigation Engineering
If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is

1500
1600
1400
1700

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Irrigation Engineering
Interception losses are due to
i) evaporation
ii) transpiration
iii) stream flow
The correct answer is

only (i)
(i), (ii) and (iii)
(i)and(ii)
(ii) and (iii)

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