Engineering - Civil Enginnering
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49. |
The uplift pressure on the face of a drainage gallery in a dam is taken as
|
A. |
hydrostatic pressure at toe |
B.
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average of hydrostatic pressure at toe and heel |
C.
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two-third of hydrostatic pressure at toe plus one-third of hydrostatic pressure at heel
|
D.
|
none of the above
|
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Answer: Option C
Explanation:
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50. |
Horizontal acceleration due to earthquake results in
|
A. |
hydrodynamic pressure |
B.
|
inertia force into the body of the dam |
C.
|
both (a) and (b)
|
D.
|
none of the above
|
|
Answer: Option C
Explanation:
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51. |
Hydrodynamic pressure due to earthquake acts at a height of
|
A. |
3H/47I above the base |
B.
|
3H747t below the water surface |
C.
|
4H/371 above the base
|
D.
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4H737t below the water surface where H is the depth of water.
|
|
Answer: Option C
Explanation:
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52. |
The major resisting force in a gravity dam is
|
A. |
water pressure |
B.
|
wave pressure |
C.
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self-weight of dam
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D.
|
uplift pressure
|
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Answer: Option C
Explanation:
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53. |
When the reservoir is full, the maximum compressive force in a gravity dam is produced
|
A. |
at the toe |
B.
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at the heel |
C.
|
within the middle third of base
|
D.
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at centre of base
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Answer: Option A
Explanation:
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54. |
The maximum permissible eccentricity for no tension at the base of a gravity dam is
|
A. |
B/2 |
B.
|
B/3 |
C.
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B/4
|
D.
|
B/6
|
|
Answer: Option D
Explanation:
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