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Irrigation Engineering

Irrigation Engineering
A fall which maintains its depth, is

A rectangular notch fall
All listed here
A low weir fall
A trapezoidal notch fall

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Irrigation Engineering
The scour depth D of a river during flood, may be calculated from the Lacey's equation

D = 0.47 (Q/f)
D = 0.47 (Q/f)1/3
D = 0.47 (Q/f)2/3
D = 0.47 (Q/f)1/2

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Irrigation Engineering
Regime conditions in a channel may occur if

All listed here
Silt grade and silt charge are constant
Channel flows uniformly in incoherent alluvium as that transported in suspension
Discharge is constant

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

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Irrigation Engineering
A land is said to be water-logged if its soil pores within

All listed here
A depth of 40 cm are saturated
A depth of 50 cm are saturated
Root zone of the crops are saturated

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Irrigation Engineering
For a flood control reservoir, the effective storage is equal to

useful storage + surcharge storage + valley storage
useful storage + surcharge storage -valley storage
useful storage – valley storage
useful storage + surcharge storage

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