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Irrigation Engineering

Irrigation Engineering
Attracting groynes are built

Perpendicular to the bank
None of these
Inclined up stream
Inclined down stream

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Irrigation Engineering
Side slopes generally kept for canals in loam soil, are:

Both (A) and (B)
1 : 1 in cutting and 1½ : 1 in filling
Neither (A) nor (B)
1½ : 1 in cutting and 2 : 1 in filling

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Irrigation Engineering
S-hydrograph is used to obtain unit hydrograph of

longer duration from shorter duration
None of these
shorter duration from longer duration
both (A) and (B)

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Irrigation Engineering
In a Sarda type fall, the rectangular crest, may be used for discharge up to

20 cumecs
6 cumecs
14 cumecs
10 cumecs

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Irrigation Engineering
The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be

100 mm
more than 100 mm
less than 100 mm
None of these

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Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If<="" div="">

9.0 cm
6.0 cm
7.5 cm
4.5 cm

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