Docks and Harbor Engineering Which of the following type of sea walls results in greatest protection of shore structures? stepped sea wall sea wall with batter sea wall with concave face vertical sea wall stepped sea wall sea wall with batter sea wall with concave face vertical sea wall ANSWER DOWNLOAD EXAMIANS APP
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 3.4 VF 0.34 VF 0.5 VF 1.5 VF 3.4 VF 0.34 VF 0.5 VF 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 (iii) is correct (i) and (ii) are correct Only (ii) is correct (i) and (iii) are correct Only (iii) is correct (i) and (ii) are correct Only (ii) is correct (i) and (iii) are correct ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering The significant wave height is defined is the average height of the one – fourth highest waves one – tenth highest waves one – third highest waves one – fifth highest waves one – fourth highest waves one – tenth highest waves one – third highest waves one – fifth highest waves ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Dead weight tonnage of a ship(i) varies with latitude and season(ii) is more than displacement tonnage(iii) is the difference between displacement load and displacement light Of these statements (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct Only (iii) is correct (ii) and (iii) are correct (i) and (iii) are correct (i) and (ii) are correct Only (iii) is correct ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering The minimum diameter of turning besin, where ships turn by going ahead and without tug assistance should be 2.0 L 1.5 L 1 L 4.0 L 2.0 L 1.5 L 1 L 4.0 L ANSWER DOWNLOAD EXAMIANS APP
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