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Irrigation Engineering

Irrigation Engineering
A unit hydro graph has one unit of

rainfall duration
discharge
rainfall excess
time base of direct runoff

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

5 cm
4.5 cm
4 cm
6.0 cm

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Irrigation Engineering
The useful storage is the volume of water stored in the reservoir between

minimum pool level and maximum pool level
river bed and minimum pool level
minimum pool level and normal pool level
normal pool level and maximum pool level

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Irrigation Engineering
A land is said to be water-logged if its soil pores within

Root zone of the crops are saturated
All listed here
A depth of 50 cm are saturated
A depth of 40 cm are saturated

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Irrigation Engineering
The sinuosity of a meander is the ratio of

Meander length and the width of meander
None of these
Meander length and half width of the river
Curved length and the straight distance

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Irrigation Engineering
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is

0.2 x 106
2.4 xlO6
0.6 x 106
7.2 xlO6

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