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Irrigation Engineering

Irrigation Engineering
Interception losses are due to
i) evaporation
ii) transpiration
iii) stream flow
The correct answer is

(ii) and (iii)
(i)and(ii)
(i), (ii) and (iii)
only (i)

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Irrigation Engineering
If B and d are the bed width and depth of a channel in meters, the combined losses due to evaporation and seepage in cumecs per kilometer length of the channel, is

(1/50) × (B + d)2/3
(1/200) × (B + d)2/3
(1/100) × (B + d)2/3
(1/150) × (B + d)2/3

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Irrigation Engineering
A unit hydro graph has one unit of

discharge
rainfall duration
rainfall excess
time base of direct runoff

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Irrigation Engineering
A river bend characterized by silting

scouring on concave side and silting on convex side
scouring on convex side and on concave side
scouring on concave side
silting on convex side

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Irrigation Engineering
Lining of irrigation channels

None of these
increases the waterlogging area
decreases the waterlogging area
does not change the water logging area

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Irrigation Engineering
The field capacity of a soil is 25%, its permanent wilting point is 15% and specific dry unity weight is 1.5. If the depth of root zone of a crop, is 80 cm, the storage capacity of the soil, is

14 cm
10 cm
12 cm
8 cm

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