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Irrigation Engineering

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

operating speed
rated speed
gross speed
design speed

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Irrigation Engineering
In case of non-availability of space due to topography, the most suitable spillway is

chute spillway
ogee spillway
shaft spillway
straight drop spillway

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

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Irrigation Engineering
If there are two canals taking off from each flank of a river, then there will be

one divide wall and one undersluice
two divide walls and one undersluice
one divide wall and two undersluices
two divide walls and two undersluices

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Irrigation Engineering
The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept

2.20 m
3.20 m
1.20 m
0.20 m

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Irrigation Engineering
If d is the depth of the aquifer through which water is flowing, then the relationship between permeability k and transmissible T is given by

T= Vkd
T = kd
T = k/d
k= VTd

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