Docks and Harbor Engineering The most popular method of construction of wall breakwaters is Low level method Barge method Staging method None of these Low level method Barge method Staging method None of these ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering A ship strikes the berth generally at an angle 30° with the face of the dock 90° with the face of the dock 45° with the face of the dock 10° with the face of the dock 30° with the face of the dock 90° with the face of the dock 45° with the face of the dock 10° with the face of the dock 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.) 3.4 VF 0.5 VF 0.34 VF 1.5 VF 3.4 VF 0.5 VF 0.34 VF 1.5 VF ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering A ship is berthed in a chamber and lifted by principles of buoyancy Such a chamber is called. Dry dock Refuge dock Wet dock Floating dock Dry dock Refuge dock Wet dock Floating dock 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 skilled labor Requires low maintenance cost Requires less material Results in less damage due to gradual failure Requires skilled labor Requires low maintenance cost 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 + 10% clearance between adjacent vessels Twice the length of design vessel The length of design vessel The length of design vessel + 20% clearance between adjacent vessels The length of design vessel + 10% clearance between adjacent vessels Twice the length of design vessel The length of design vessel The length of design vessel + 20% clearance between adjacent vessels ANSWER DOWNLOAD EXAMIANS APP
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