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Irrigation Engineering

Irrigation Engineering
Unit of runoff in M.K.S. system is

cubic metre/sec
square metre
cubic metre
metre/sec

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Irrigation Engineering
If the risk of a flood occurring in the next 10 years is accepted to 10%, then the return period for design should be

1 + (0.9)010
1/(1+ 0.9010)
1/(1-0.9°10)
1 – (0.9)°l0

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Irrigation Engineering
Lacey's equation for calculating flood discharge in rivers, is

V = 10.8 R2/3 S1/2
V = 10.8 R2/3 S1/3
V = 10.8 R1/3 S2/3
V = 10.8 R1/2 S1/2

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Irrigation Engineering
The kor depth for rice is 190 mm and kor period is 14 days. The outlet factor for this will be

972 hectares/m3/sec
837 hectares/m3/sec
1172 hectares/m3/sec
637 hectares/m3/sec

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Irrigation Engineering
A hydraulic structure is designed to withstand

Hydraulic jump
All of these
Hydraulic pressure
Seepage forces

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Irrigation Engineering
Which of the following methods is used to estimate flood discharge based on high water marks left over in the past ?

ultra-sonic method
slope-area method
moving boat method
area-velocity method

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