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Irrigation Engineering

Irrigation Engineering
The relation between probability (P) and recurrence interval (T) is given by

P/T2 = 1
PT = 1
P/T = 1
PT2 = 1

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

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

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Irrigation Engineering
Irrigation canals are generally aligned along

Contour line
Valley line
Straight line
Ridge line

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Irrigation Engineering
If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to

m1/3
m2/3
m3
m1/2

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

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Irrigation Engineering
Horizontal acceleration due to earthquake results in

both (A) and (B)
None of these
hydrodynamic pressure
inertia force into the body of the dam

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