civil engineering MCQs – Page 288

Practise multiple-choice questions from civil engineering for competitive examinations and subject revision. Review each marked answer and report any item that may be outdated or unclear.

civil engineering Mcqs
5741. Consider the following statements?
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A. ) Slip is the space of water area between two adjacent piers where ships are berthed,

B. ect the correct statements?

C. ="color: #003f1a;">(i) Fender is the cushion provided on the face of the jetty for ships to come in contact,

D. i) Pier head is a structure constructed near the tip of a break water near the harbour entrance.</strong></span>

5742. Which of the following structures are constructed parallel to shore line to develop a demarcating line between land area and water area ?
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A. sea walls, bulk heads and groynes

B. bulk heads, revetments and groynes

C. sea walls, bulk heads and revetments

D. sea walls, revetments and groynes

5744. Which of the following type of sea walls results in greatest protection of shore structures?
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A. stepped sea wall

B. vertical sea wall

C. sea wall with concave face

D. sea wall with batter

5748. The significant wave height is defined is the average height of the_________________?
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A. one fourth highest waves

B. one third highest waves

C. one tenth highest waves

D. one fifth highest waves

5750. As compared to wall type breakwater, mound type breakwater_________________?
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A. requires less material

B. requires low maintenance cost

C. results in less damage due to gradual failure

D. requires skilled labour

5755. Which of the following is an incorrect statement ?
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A. Coefficient of contraction of a venturimeter is unity

B. Discharge is independent of orientation of venturimeter whether it is horizontal, vertical or inclined

C. Flow nozzle is cheaper than venturimeter but has higher energy loss

D. None of the above statement is correct.
5760. The horizontal component of force on a curved surface is equal to the_______________?
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A. weight of liquid vertically above the curved surface

B. force on a vertical projection of the curved surface

C. force on the horizontal projection of the curved surface

D. product of pressure intensity at its centroid and area