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Irrigation Engineering

Irrigation Engineering
A current meter is used to measure the

depth of flow of water
None of these
velocity of flow of water
discharge

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Irrigation Engineering
The shape of recession limb of a hydrograph depends upon

Both (A) and (B)
None of these
Basin characteristics only
Storm characteristics only

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Irrigation Engineering
Tortuosity of a meandering river is always

equal to 1
greater than 1
less than or equal to 1
less than 1

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Irrigation Engineering
Trap efficiency of a reservoir is a function of

None of these
capacity/outflow ratio
capacity/inflow ratio
outflow/inflow ratio

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Irrigation Engineering
The consumptive use of water for a crop

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

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Irrigation Engineering
The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be

35 m3/sec
30 m3/sec
20 m3/sec
25 m3/sec

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