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Irrigation Engineering

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

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

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Irrigation Engineering
Seepage through foundation in an earthen dam is controlled by providing

rock toe
chimney drain
impervious cut off
horizontal blanket

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Irrigation Engineering
Lining of irrigation channels

increases the waterlogging area
does not change the water logging area
decreases the waterlogging area
None of these

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Irrigation Engineering
River training for depth is achieved by

groynes and bandalling
construction of dykes or leavees
groynes
both (A) and (B)

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

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Irrigation Engineering
The width of a meander belt is the transverse distance between

Two banks of meandering river
Apex point and the crossing
None of these
Apex point of one curve and apex point of the reserve curve

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