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Irrigation Engineering

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/2
D
D/3

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Irrigation Engineering
If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is

x = d1 / r1
x = d2 / r2
x = r1 d1
x = r2 d2

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Irrigation Engineering
A raingauge should preferably be fixed

under the tree
near the building
in an open space
in a closed space

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

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Irrigation Engineering
In a concrete canal the approximate permissible velocity of water should not exceed

1 m/sec
1.5 m/sec
0.5 m/sec
2 m/sec

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. doesnot touch the underside of the supporting structure, the structure so provided, is called

Aqueduct
Syphon-aqueduct
Super passage
Syphon

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