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

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Irrigation Engineering
Fundamental momentum equation for a hydraulic jump, is

D₁² - D₂² = (2q/g) × (V₂ - V₁)
D₁² - D₂² = (2q/g) × (V₁ - V₂)
D₂² - D₁² = (2q/g) × (V - V₂)
D₁² + D₂² = (2q/g) × (V₂ - V₁)

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Irrigation Engineering
If average particle size of the silt in millimeters is m, the Lacey's silt factor f is proportional to

m1/2
m2/3
m3
m1/3

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Irrigation Engineering
If d1 is the depth of cutting, d2 is the height of the bank from bed level r2 : 1 and r1 : 1 are the slopes in filling and cutting respectively, the horizontal distance n between the bed and bank, is

x = r1 d1
x = r2 d2
x = d1 / r1
x = d2 / r2

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Irrigation Engineering
If the intensity of rainfall is more than the infiltration capacity of soil, then the infiltration rate will be

equal to rate of rainfall
more than infiltration capacity
more than rate of rainfall
equal to infiltration capacity

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Irrigation Engineering
The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

Both load and plant factor
Utilization factor
Load factor
Plant factor

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