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 (iii) are correct Only (ii) is correct (i) and (ii) are correct Only (iii) is correct (i) and (iii) are correct Only (ii) is correct (i) and (ii) are correct 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 0.6 Hs and 1.67 Hs 1.27 Hs and 1.67 Hs 1.27 Hs and 1.87 Hs 0.6 Hs and 1.87 Hs 0.6 Hs and 1.67 Hs 1.27 Hs and 1.67 Hs 1.27 Hs and 1.87 Hs ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering At a given port, the fetch is 400 nautical miles, the maximum height of storm wave will be 9.144 m 6.8 m 2.073 m 8.169 m 9.144 m 6.8 m 2.073 m 8.169 m ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering Which of the following is a fixed type mooring accessory ? buoys cables bollard anchors buoys cables bollard anchors 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 As compared to wall type breakwater, mound type breakwater Requires less material Results in less damage due to gradual failure Requires low maintenance cost Requires skilled labor Requires less material Results in less damage due to gradual failure Requires low maintenance cost Requires skilled labor ANSWER DOWNLOAD EXAMIANS APP
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