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Irrigation Engineering

Irrigation Engineering
The net speed under which the turbine reaches its peak efficiency is called

design speed
gross speed
operating speed
rated speed

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

4 cm
5 cm
4.5 cm
6.0 cm

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Irrigation Engineering
In a Sarda type fall, the rectangular crest, may be used for discharge up to

6 cumecs
10 cumecs
20 cumecs
14 cumecs

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Irrigation Engineering
If D₁ and D₂ are depths of water upstream and downstream of a hydraulic jump, the loss of head at the jump, is

(D₂ - D₁)3/4D₁D₂
(D₂ - D₁)3/3D₁D₂
(D₂ - D₁)3/D₁D₂
(D₂ - D₁)3/2D₁D₂

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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

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

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Irrigation Engineering
According to G.W. Pickles the effect of confining the flood water of a river between levee, is to increase

Maximum discharge
Surface slope of streams above the levied portion
Water surface elevation during floods
Rate of flood wave

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