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Irrigation Engineering

Irrigation Engineering
The ratio of the discharge over a trapezoidal crest to a rectangular crest of Sarda falls of identical parameters, is

1.084
1.054
1.064
1.074

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Irrigation Engineering
A minimum of 90 cm free board is provided if the discharge in the canal is between

Over 60 cumecs
30 to 33 cumecs
30 to 60 cumecs
Over 100 cumecs

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Irrigation Engineering
If Δ is the depth of water in metres, B is the number of days of base period and D is the duty in hectare/cumec, the relationship which holds good, is

D = (8.6 Δ/B)
D = Δ (8.64 D/B)
B = Δ (8.64 B/D)
Δ = (8.6 B/D)

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

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

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Irrigation Engineering
If D is the depth of water upstream of the throat above its sill, B is the width of the throat, to achieve critical flow in an open venturi flume, the theoretical maximum flow Q, is

Q = 1.71 BD1/2
Q = 1.71 BD
Q = 1.71 BD3/2
Q = 1/71 BD2/3

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Irrigation Engineering
The normal annual precipitation at stations X, A, B and C are 700 mm, 1000 mm, 900 mm and 800 mm respectively. If the storm precipitation at three station A, B and C were 100 mm, 90 mm and 80 mm respectively, then the storm precipitation for station X will be

70mm
105 mm
90 mm
80mm

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