Docks and Harbor Engineering The significant wave height is defined is the average height of the one – third highest waves one – fourth highest waves one – tenth highest waves one – fifth highest waves one – third highest waves one – fourth highest waves one – tenth highest waves one – fifth highest waves 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. Floating dock Wet dock Dry dock Refuge dock Floating dock Wet dock Dry dock Refuge dock 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 Swell Surf Fetch Clapotis Swell Surf Fetch Clapotis ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering In a two lane channel, bottom width of channel is given by Manoeuvring lane + (2 × Bank clearance lane) Manoeuvring lane + (2 × Bank clearance lane) + ship clearance lane (2 × Manoeuvring lane) + (2 × Bank clearance lane + ship clearance lane) (2 × Manoeuvring lane) + (2 × Bank clearance lane) Manoeuvring lane + (2 × Bank clearance lane) Manoeuvring lane + (2 × Bank clearance lane) + ship clearance lane (2 × Manoeuvring lane) + (2 × Bank clearance lane + ship clearance lane) (2 × Manoeuvring lane) + (2 × Bank clearance lane) 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.) 0.34 VF 1.5 VF 0.5 VF 3.4 VF 0.34 VF 1.5 VF 0.5 VF 3.4 VF ANSWER DOWNLOAD EXAMIANS APP
Docks and Harbor Engineering For designing the dock, the proportion of ship load assumed to be borne by keel blocks is 43898 43959 43967 43906 43898 43959 43967 43906 ANSWER DOWNLOAD EXAMIANS APP
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