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Irrigation Engineering

Irrigation Engineering
A deficit of sediments in flowing water may cause a river

Aggrading type
Degrading type
Meandering type
Sub-critical type

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Irrigation Engineering
Cyclonic precipitation is caused by lifting of an air mass due to

natural topographical barriers
temperature difference
All of these
pressure difference

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Irrigation Engineering
Fundamental momentum equation for a hydraulic jump, is

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

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Irrigation Engineering
To determine the discharge at a section in a stream from its rating curve, the required data are
i) slope of water surface at the section
ii) stage at the section
iii) current meter readings at the section
The correct answer is

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

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Irrigation Engineering
If it rains between 2 P.M. and 3 P.M. and the entire basin area just starts contributing water at 3 P.M. to the outlet, then time of concentration will be

30 minutes
60 minutes
20 minutes
15 minutes

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Irrigation Engineering
Generally the weir is aligned at right angles to the direction of the main river current because

All of these
It is economical
It ensures less length of the weir
It gives better discharging capacity

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