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Irrigation Engineering

Irrigation Engineering
Wetted perimeter of a regime channel for a discharge of 64 cumecs as per Lacey’s theory will be

19m
15m
91m
38m

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Irrigation Engineering
A unit hydro graph has one unit of

rainfall excess
rainfall duration
discharge
time base of direct runoff

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Irrigation Engineering
Main purpose of mean water training for rivers is

All of these
To preserve the channel in good shape by efficient disposal of suspended and bed load
To provide sufficient depth of water in navigable channels, during low water periods
Flood control

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Irrigation Engineering
If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

both (A) and (B)
reservoir was not full at the beginning
None of these
demand cannot be met by inflow

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Irrigation Engineering
If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is

1400
1700
1500
1600

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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
less than 100 mm
None of these
more than 100 mm

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