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Docks and Harbor Engineering

Docks and Harbor Engineering
For designing the dock, the proportion of ship load assumed to be borne by keel blocks is

43967
43898
43906
43959

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Docks and Harbor Engineering
At a given port, the fetch is 400 nautical miles, the maximum height of storm wave will be

6.8 m
8.169 m
2.073 m
9.144 m

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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
(i) and (ii) are correct
Only (iii) is correct

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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

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Docks and Harbor Engineering
Which of the following conditions of loading imposes the greatest load on the foundation in case of dry docks?

When the dock is empty
When the dock is dry and is under construction
When the dock is empty with the ship of maximum tonnage
When the dock is full of water

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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
Clapotis
Fetch

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