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Irrigation Engineering

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

All listed here
Both sides
Left side
Right side

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Irrigation Engineering
If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by

B = 0.44 √(H + d)
B = 0.33 √(H + d)
B = 0.22 √(H + d)
B = 0.55 √(H + d)

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Irrigation Engineering
The length and width of a meander and also the width of the river, vary roughly as

Square of the discharge
Discharge
Square root of the discharge
Cube of the discharge

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Irrigation Engineering
Fundamental momentum equation for a hydraulic jump, is

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

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Irrigation Engineering
For cereal crops the most commonly adopted method of irrigation, is

Check method
Furrow method
Sprinkling method
Free flowing method

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Irrigation Engineering
The kor depth for rice is 190 mm and kor period is 14 days. The outlet factor for this will be

972 hectares/m3/sec
637 hectares/m3/sec
837 hectares/m3/sec
1172 hectares/m3/sec

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