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Docks and Harbor Engineering

Docks and Harbor Engineering
The minimum diameter of turning besin, where ships turn by going ahead and without tug assistance should be

1.5 L
4.0 L
1 L
2.0 L

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

43906
43898
43967
43959

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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

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

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

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

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Docks and Harbor Engineering
In multiple point mooring system, vessel is secured to minimum of

Eight points
Six points
Four points
Two points

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Docks and Harbor Engineering
Which of the following structures protects the shore by trapping of littoral drift?

revetments
sea walls
groynes
moles

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