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Irrigation Engineering

Irrigation Engineering
Disposal of extra excavated earth of canals, is utilized to provide a spoil bank on

Left side
All listed here
Both sides
Right side

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Irrigation Engineering
A 6 hours storm had 4 cm of rainfall and the resulting runoff was 2 cm. If

6.0 cm
4.5 cm
5 cm
4 cm

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Irrigation Engineering
Infiltration is the

both (A) and (B)
None of these
absorption of water by soil surface
movement of water through the soil

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Irrigation Engineering
The most suitable material for the central impervious core of a zoned embankment type dam is

clay mixed with fine sand
coarse sand
silty clay
clay

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Irrigation Engineering
A unit hydro graph has one unit of

time base of direct runoff
rainfall excess
discharge
rainfall duration

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

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

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