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Docks and Harbor Engineering

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
0.34 VF
1.5 VF
0.5 VF

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Docks and Harbor Engineering
As compared to wall type breakwater, mound type breakwater

Results in less damage due to gradual failure
Requires low maintenance cost
Requires skilled labor
Requires less material

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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

Fetch
Surf
Clapotis
Swell

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Docks and Harbor Engineering
Minimum width of ship clearance shall be (where “B” is beam of the design vessel)

50 m
1.5 B
1.5 B or 50 m
B or 30 m

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Docks and Harbor Engineering
When a ship floats at its designed water line, the vertical distance from water line to the bottom of the ship is known as

Depth
Free-board
Draft
Beam

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

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