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Irrigation Engineering

Irrigation Engineering
The depth of rice root zone, is

80 cm
90 cm
50 cm
60 cm

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Irrigation Engineering
Bed bars in a canal are provided

To raise the supply level
To control the silting
To measure the discharge
To watch the general behavior of canal

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Irrigation Engineering
The peak of a 4 hour flood hydrograph is 240 m3/sec . If the rainfall excess is 80 mm and base flow which is constant is 40 m3/sec, then the peak of 4-hours unit hydrograph will be

25 m3/sec
30 m3/sec
35 m3/sec
20 m3/sec

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Irrigation Engineering
The stream which does not have any base flow contribution is called

None of these
ephemeral stream
intermittent stream
perennial stream

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Irrigation Engineering
The forces, which are considered for the analysis of an elementary profile of a gravity dam under empty reservoir condition, are
i) Water pressure
ii) Self weight
iii) Uplift
iv) Pressure due to earthquake
The correct answer is

(i), (ii) and (iv)
(i), (ii) and (iii)
Only (ii)
(i), (ii), (iii) and (iv)

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Irrigation Engineering
If D is the depth of scour below original bed, then the width of launching apron is generally taken as

2.0 D
1.5 D
1.2 D
2.5 D

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