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Irrigation Engineering

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

Meandering type
Sub-critical type
Aggrading type
Degrading type

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Irrigation Engineering
If B and d are the bed width and depth of a channel in meters, the combined losses due to evaporation and seepage in cumecs per kilometer length of the channel, is

(1/50) × (B + d)2/3
(1/200) × (B + d)2/3
(1/150) × (B + d)2/3
(1/100) × (B + d)2/3

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Irrigation Engineering
The most suitable location of a canal head work, is

Rock stage of the river
Delta stage of the river
Trough stage of the river
Boulders stage of the river

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Irrigation Engineering
The stream which does not have any base flow contribution is called

None of these
ephemeral stream
perennial stream
intermittent stream

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Irrigation Engineering
For supplying water to rabi crop, kharif crop and sugarcane, the channel is designed for a capacity equal to the greater of the water requirement of

rabi or kharif or sugarcane
rabi and sugarcane or kharif and sugarcane
rabi and kharif or sugarcane
rabi or kharif

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Irrigation Engineering
The level of the floor of a syphon aqueduct can be obtained

None of these
By subtracting the thickness of culvert plus the depth of the culvert from the canal bed level
Both (a) and (b)
By subtracting the depth of the culvert from the canal bed level

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