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Irrigation Engineering

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

Sub-critical type
Meandering type
Aggrading type
Degrading type

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Irrigation Engineering
According to Lacey, in regime conditions

Entire cross-section of the channel is generated at all points by the forces normal to the
Both (a) and (b)
Neither (a) nor (b)
Silt is kept in suspension by vertical components of eddies

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Irrigation Engineering
The ratio of rate of change of the discharge of an outlet to the rate of change of the discharge of distributing channel is called

flexibility
proportionality
setting
sensitivity

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Irrigation Engineering
The width of a meander belt is the transverse distance between

None of these
Apex point and the crossing
Apex point of one curve and apex point of the reserve curve
Two banks of meandering river

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Irrigation Engineering
Seepage through embankments in an earthen dam is controlled by

relief wells
drainage filters
provision of downstream berms
drain trenches

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

gross speed
operating speed
rated speed
design speed

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