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Irrigation Engineering

Irrigation Engineering
A unit hydro graph has one unit of

rainfall excess
discharge
rainfall duration
time base of direct runoff

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Irrigation Engineering
Optimum depth of kor watering for rice is

190 mm
215 mm
135 mm
165 mm

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Irrigation Engineering
In a chute spillway, the flow is usually

super critical
subcritical
critical
uniform

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

rated head
design head
operating head
gross head

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Irrigation Engineering
The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

Load factor
Both load and plant factor
Plant factor
Utilization factor

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Irrigation Engineering
Irrigation canals are generally aligned along

Ridge line
Contour line
Valley line
Straight line

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