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Irrigation Engineering

Irrigation Engineering
Which of the following methods of applying water may be used on rolling land ?

furrow flooding
check flooding
free flooding
boarder flooding

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Irrigation Engineering
V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

2V²/√3 R
3V²/4R
5V²/2R
2V²/5R

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

5 cm
6.0 cm
4 cm
4.5 cm

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Irrigation Engineering
Dimensions of coefficient of transmissibility are

M’LV
M°L°T°
M° L2 T1
rvfL’T”1

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Irrigation Engineering
An outlet is said to be proportional if its flexibility, is

Less than one
More than one
Zero
One

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Irrigation Engineering
If Δ is the depth of water in metres, B is the number of days of base period and D is the duty in hectare/cumec, the relationship which holds good, is

B = Δ (8.64 B/D)
D = (8.6 Δ/B)
Δ = (8.6 B/D)
D = Δ (8.64 D/B)

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