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Irrigation Engineering

Irrigation Engineering
A unit hydro graph has one unit of

time base of direct runoff
rainfall duration
rainfall excess
discharge

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Irrigation Engineering
The runoff increases with

increase in permeability of soil
increase in intensity of rain
All of these
increase in infiltration capacity

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Irrigation Engineering
In a chute spillway, the flow is usually

subcritical
uniform
critical
super critical

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Irrigation Engineering
The area between the isohyets 45 cm and 55 cm is 100 square km and between 55 cm and 65 cm is 150 square km. The average depth of annua! precipitation over the above basin of 250 square km will be

55 cm
60 cm
50 cm
56 cm

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Irrigation Engineering
The Lacey's regime velocity is proportional to

R3/4 S1/3
R1/2 S3/4
R2/3 S1/2
Q3/4 S1/3

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Irrigation Engineering
If the irrigation efficiency is 80%, conveyance losses are 20% and the actual depth of watering is 16 cm, the depth of water required at the canal outlet, is

25 cm
15 cm
20 cm
10 cm

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