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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

91m
19m
38m
15m

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Irrigation Engineering
The kor depth for rice is 190 mm and kor period is 14 days. The outlet factor for this will be

637 hectares/m3/sec
837 hectares/m3/sec
972 hectares/m3/sec
1172 hectares/m3/sec

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Irrigation Engineering
The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by

None of these
period of storm
total rainfall
direct runoff volume

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Irrigation Engineering
If there are two canals taking off from each flank of a river, then there will be

one divide wall and one undersluice
two divide walls and one undersluice
two divide walls and two undersluices
one divide wall and two undersluices

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Irrigation Engineering
Infiltration capacity

is a constant factor
changes with both time and location
changes with location
changes with time

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Irrigation Engineering
Seepage through embankments in an earthen dam is controlled by

relief wells
provision of downstream berms
drain trenches
drainage filters

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