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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.)

0.5 VF
0.34 VF
3.4 VF
1.5 VF

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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

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

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Docks and Harbor Engineering
A ship strikes the berth generally at an angle

10° with the face of the dock
90° with the face of the dock
30° with the face of the dock
45° with the face of the dock

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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
B or 30 m
1.5 B or 50 m
1.5 B

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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 full of water
When the dock is empty with the ship of maximum tonnage

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Docks and Harbor Engineering
If H is the height of the wave expected, then the height of the breakwater is generally taken as

1.2 H to 1.25 H above the datum
1.2 H to 1.25 H above the mean sea level
1.2 H to 1.25 H above the low water level
1.2 H to 1.25 H above the high water level

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