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Irrigation Engineering

Irrigation Engineering
If the critical shear stress of a channel is XC, then the average value of shear stress required to move the grain on the bank is

0.75 TC
0.5 XC
1.33 TC
XC

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Irrigation Engineering
If the R.L’s of canal bed level and high flood level of drainage are 212.0 m and 210.0 m respectively, then cross drainage work will be

aqueduct
syphon
syphon aqueduct
superpassage

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Irrigation Engineering
A fall which maintains its depth, is

All listed here
A trapezoidal notch fall
A low weir fall
A rectangular notch fall

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Irrigation Engineering
When a canal and a drainage approach each other at the same level, the structure so provided, is

A level crossing
Inlet and outlet
An aqueduct
A syphon

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Irrigation Engineering
Meandering of a river generally occurs, in

Rocky stage
Boulder stage
Delta stage
Trough stage

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Irrigation Engineering
V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

3V²/4R
2V²/√3 R
5V²/2R
2V²/5R

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