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MCQs

Total Questions : 153 | Page 5 of 16 pages
Question 41. The average grain size of the bed material is 0.16 mm for medium silt, Lacey’s silt factor is likely to be _______
  1.    0.30
  2.    0.45
  3.    0.70
  4.    1.32
 Discuss Question
Answer: Option C. -> 0.70
Answer: (c).0.70
Question 42. The waterway for a bridge on the river in alluvial plain having a dominant discharge of 3600 cumecs should be ________ m.
  1.    250 m
  2.    285 m
  3.    300 m
  4.    225 m
 Discuss Question
Answer: Option B. -> 285 m
Answer: (b).285 m
Question 43. Greater is the afflux, lesser will be the available clearance for the same deck level.
  1.    True
  2.    False
  3.    May be True or False
  4.    Can't say
 Discuss Question
Answer: Option A. -> True
Answer: (a).True
Question 44. Greater is the reduction in the linear waterway, the lesser is the afflux.
  1.    True
  2.    False
  3.    May be True or False
  4.    Can't say
 Discuss Question
Answer: Option B. -> False
Answer: (b).False
Question 45. The proposed masonry arch bridge having the total height of its abutments or piers from top to bottom as H can be proposed to have economical spans each equal to ______
  1.    2/3 H
  2.    2H
  3.    1.2 H
  4.    1.5 H
 Discuss Question
Answer: Option B. -> 2H
Answer: (b).2H
Question 46. Which of the following component of a buttress dam is also called counterfort?
  1.    Corbel
  2.    Buttress
  3.    Lateral brace
  4.    Sloping deck
 Discuss Question
Answer: Option B. -> Buttress
Answer: (b).Buttress
Question 47. Which of the following is the earliest recorded multiple arch buttress dam?
  1.    Meer Alam dam in India
  2.    The Coolidge dam in Arizona
  3.    Rodriguez dam in Mexico
  4.    Idduki dam in Kerela, India
 Discuss Question
Answer: Option A. -> Meer Alam dam in India
Answer: (a).Meer Alam dam in India
Question 48. Which of the following type of dam requires very strong and stable foundations and is not in use as much as the other types?
  1.    Multiple dome-type dams
  2.    Massive head type dam
  3.    Columnar buttress type dam
  4.    Deck slab type dam
 Discuss Question
Answer: Option C. -> Columnar buttress type dam
Answer: (c).Columnar buttress type dam
Question 49. The buttresses of a free deck buttress dam are provided at ‘x’ m clear spacing and buttress thickness is proposed to be ‘t’ m. The buttress section can then be designed like the section of a concrete gravity dam by considering the effective unit weight of water = Surcharge factor (S) x actual unit weight of water. The value of this surcharge factor is given as _____________
  1.    S = (x + t)/x
  2.    S = (x + t)/t
  3.    S = (x + t)/(x + 1)
  4.    S = (x + t)/(t + 1)
 Discuss Question
Answer: Option B. -> S = (x + t)/t
Answer: (b).S = (x + t)/t
Question 50. In a simple deck slab buttress dam of a given height, the buttress spacing can be increased by increasing the upstream slope.
  1.    True
  2.    False
  3.    May be True or False
  4.    Can't say
 Discuss Question
Answer: Option A. -> True
Answer: (a).True

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