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Irrigation Engineering

Irrigation Engineering
The difference in level between the top of a bank and supply level in a canal, is called

None of these
Berm
Free board
Height of bank

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Irrigation Engineering
Process of meandering is due to

Relative erodibility of the bed and banks
Discharge and hydraulic properties of streams
All listed here
Sediment load of streams

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Irrigation Engineering
The unit hydrograph of a specified duration can be used to evaluate the hydrograph of storms of

same and longer duration
any duration
same duration only
same and shorter duration

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Irrigation Engineering
An aggrading river is a

neither silting nor scouring river
both silting and scouring river
silting river
scouring river

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Irrigation Engineering
In India, which of the following is adopted as standard recording rain-gauge?

Weighing bucket type
Symon’s rain-gauge
Natural siphon type
Tipping bucket type

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Irrigation Engineering
The maximum rainfall depth of 300 mm in 24 hours has a return period of 100 years. The probability of 24 hours rainfall equal to or greater than 300 mm occurring at least once in 10 years is given by

l-(0.9)100
(0.9)00
(0.99)10
1 – (0.99)10

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