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Irrigation Engineering

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

Degrading type
Aggrading type
Meandering type
Sub-critical type

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

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

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

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Irrigation Engineering
A multipurpose reservoir is the one which is

planned and constructed to serve various purposes
None of these
designed for one purpose but serves more than one purpose
both (A) and (B)

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Irrigation Engineering
The meander pattern of a river is developed by

Dominant discharge
Critical discharge
Average discharge
Maximum discharge

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Irrigation Engineering
The value of Sodium Absorption Ratio for high sodium water lies between

0 to 10
18 to 26
26 to 34
10 to 18

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