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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

XC
0.5 XC
0.75 TC
1.33 TC

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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

superpassage
syphon aqueduct
syphon
aqueduct

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Irrigation Engineering
The difference in level between the top of a bank and supply level in a canal, is called

Berm
Height of bank
Free board
None of these

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Irrigation Engineering
For diversion of flood water of rivers, the type of canal constructed, is

Canal
Ridge canal
Inundation canal
Perennial canal

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Irrigation Engineering
Hydrodynamic pressure due to earthquake acts at a height of

4H/3π below the water surface, where H is the depth of water
3H/4π below the water surface
3H/4π above the base
4H/3π above the base

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Irrigation Engineering
The uplift pressure on a dam can be controlled by i) constructing cutoff under upstream face ii) constructing drainage channels bet-ween the dam and its foundation iii) by pressure grouting in foundation The corret answer is

only (i)
both (i) and (ii)
both (i) and (iii)
(i), (ii) and (iii)

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