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Irrigation Engineering

Irrigation Engineering
A hydroelectric scheme operating under a head of 80 m will be classified as

low head scheme
high head scheme
medium head scheme
None of these

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

Degrading type
Meandering type
Sub-critical type
Aggrading type

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Irrigation Engineering
For standing crops in undulating sandy fields, the best method of irrigation, is

Furrow method
Free flooding
Sprinkler irrigation
Check method

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Irrigation Engineering
Coefficient of discharge of an ogee spillway

depends on downstream apron interference and downstream submergence
both (A) and (B)
depends on depth of approach and upstream slope
remains constant

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Irrigation Engineering
If the straight sides of a triangular section of a lined canal with circular bottom of radius R, make an angle θ with horizontal, the perimeter of the canal is

2R (θ + cos θ)
R (θ + tan θ)
R (θ + cos θ)
2R (θ + tan θ)

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Irrigation Engineering
If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

reservoir was not full at the beginning
None of these
both (A) and (B)
demand cannot be met by inflow

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