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Irrigation Engineering

Irrigation Engineering
Meandering of a river generally occurs, in

Boulder stage
Trough stage
Rocky stage
Delta stage

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Irrigation Engineering
A unit hydro graph has one unit of

rainfall excess
discharge
rainfall duration
time base of direct runoff

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Irrigation Engineering
The most suitable material for the central impervious core of a zoned embankment type dam is

coarse sand
clay
clay mixed with fine sand
silty clay

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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 flow of water after spilling over the weir crest in chute spillway and side channel spillway respectively are

Parallel to weir crest in both
At right angle to weir crest in both
Parallel and at right angle to weir crest
At right angle and parallel to weir crest

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Irrigation Engineering
The consumptive use of water for a crop

All of these
Is measured as the volume of water per unit area
Is measured as depth of water on irrigated area
May be supplied partly by precipitation and partly by irrigation

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