Docks and Harbor Engineering At a given port, the fetch is 400 nautical miles, the maximum height of storm wave will be 8.169 m 9.144 m 6.8 m 2.073 m 8.169 m 9.144 m 6.8 m 2.073 m ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Minimum width of ship clearance shall be (where “B” is beam of the design vessel) 1.5 B or 50 m B or 30 m 1.5 B 50 m 1.5 B or 50 m B or 30 m 1.5 B 50 m ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering In basins subjected to strong winds and tide, the length of the berthing area should not be less than The length of design vessel The length of design vessel + 20% clearance between adjacent vessels Twice the length of design vessel The length of design vessel + 10% clearance between adjacent vessels The length of design vessel The length of design vessel + 20% clearance between adjacent vessels Twice the length of design vessel The length of design vessel + 10% clearance between adjacent vessels 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 (i) and (iii) are correct Only (ii) is correct Only (iii) is correct (i) and (ii) are correct (i) and (iii) are correct Only (ii) is correct Only (iii) is correct (i) and (ii) are correct ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering The most popular method of construction of wall breakwaters is Low level method None of these Barge method Staging method Low level method None of these Barge method Staging method ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering If ‘Hs’ is the significant wave height, then the average wave height and highest wave height respectively are given by 0.6 Hs and 1.87 Hs 1.27 Hs and 1.87 Hs 0.6 Hs and 1.67 Hs 1.27 Hs and 1.67 Hs 0.6 Hs and 1.87 Hs 1.27 Hs and 1.87 Hs 0.6 Hs and 1.67 Hs 1.27 Hs and 1.67 Hs ANSWER DOWNLOAD EXAMIANS APP
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