Engineering :: Irrigation Engineering
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211. |
According to Khosla's theory, the exit gradient in the absence of a downstream cut-off is |
A. |
zero |
B. |
unity |
C. |
infinity |
D. |
none of these |
Answer: Option C
Explanation:
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212. |
A hydraulic jump is formed when |
A. |
a sub-critical flow strikes against a super-critical flow |
B. |
a super-critical flow strikes against a sub-critical flow |
C. |
the two flows of super-critical velocity meet each other |
D. |
the two flows of sub-critical velocity meet each other |
Answer: Option B
Explanation:
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213. |
For low navigation dams, the type of gate used is |
A. |
rolling gate |
B. |
bear trap gate |
C. |
vertical lift gate |
D. |
drum gate |
Answer: Option B
Explanation:
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214. |
Trough stage of river is most suitable location for diversion head works. |
Answer: Option A
Explanation:
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215. |
A canal head work in rocky stage of a river is not suitable because |
A. |
more cross drainage works are required |
B. |
a costly head regulator is required |
C. |
more falls are necessary to dissipate the energy |
D. |
all of the above |
Answer: Option D
Explanation:
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216. |
The crest level in a barrage is kept at a |
Answer: Option A
Explanation:
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217. |
The crest of the under-sluices should be lower than the crest of the head regulator (if silt excluder is provided by at least |
A. |
1 to 1.2 m |
B. |
1.8 to 2 m |
C. |
2 to 2.5 m |
D. |
4 to 5 m |
Answer: Option B
Explanation:
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218. |
The opening in the weir wall with a crest at low level on the canal side is known as under sluice or scouring sluice. |
Answer: Option A
Explanation:
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219. |
The function of a scouring sluice is |
A. |
to control the silt entry into the canal |
B. |
to scour the silt deposited in the river bed above the approach channel |
C. |
to pass the low floods without dropping the shutters of the main weir |
D. |
all of the above |
Answer: Option D
Explanation:
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220. |
The smooth entry, the regulators are aligned at an angle of |
Answer: Option C
Explanation:
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