Docks and Harbor Engineering As per Stevenson’s empirical formula, the approximate value of the height of the wave in metres is given by (where F is the fetch in km.) 1.5 VF 0.5 VF 0.34 VF 3.4 VF 1.5 VF 0.5 VF 0.34 VF 3.4 VF ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Which of the following structures are constructed parallel to shore line to develop a demarcating line between land area and water area? Bulk heads, revetments and groynes Sea walls, bulk heads and groynes Sea walls, bulk heads and revetments Sea walls, revetments and groynes Bulk heads, revetments and groynes Sea walls, bulk heads and groynes Sea walls, bulk heads and revetments Sea walls, revetments and groynes ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Which of the following type of sea walls results in greatest protection of shore structures? sea wall with batter vertical sea wall sea wall with concave face stepped sea wall sea wall with batter vertical sea wall sea wall with concave face stepped sea wall ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering When a wave strikes a vertical breakwater in deep water, it is reflected back and on meeting another advancing wave of similar amplitude merges and rises vertically in a wall of water. This phenomenon is called Clapotis Surf Swell Fetch Clapotis Surf Swell Fetch ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Assertion A : Depth and width required at the entrance to a harbour are more than those required in the channel.Reason R : The entrance to a harbour is usually more exposed to waves as compared to the harbour itself.Select your answer based on the coding system given below: Both A and R are true and R is the correct explanation of A is true but R is false. A is false but R is true. Both A and R are true but R is not the correct explanation of Both A and R are true and R is the correct explanation of A is true but R is false. A is false but R is true. Both A and R are true but R is not the correct explanation of ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering By increasing the rise of lock-gates, (i) The length of the lock gate will increase (ii) Transverse stress due to water pressure on the gate will increase (iii) Compressive force on the gate will increase Only (ii) is correct (i) and (iii) are correct (i) and (ii) are correct Only (iii) is correct Only (ii) is correct (i) and (iii) are correct (i) and (ii) are correct Only (iii) is correct ANSWER DOWNLOAD EXAMIANS APP
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