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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

43898
43959
43967
43906

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Docks and Harbor Engineering
If the maximum spring rise is 2 m and height of the waves expected is 4 m , then the breakwater height above the datum will be

7 m
4 m
5 m
2.5 m

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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 or 50 m
1.5 B
B or 30 m

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Docks and Harbor Engineering
If ‘Hs’ is the significant wave height, then the average wave height and highest wave height respectively are given by

1.27 Hs and 1.87 Hs
0.6 Hs and 1.67 Hs
1.27 Hs and 1.67 Hs
0.6 Hs and 1.87 Hs

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

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Docks and Harbor Engineering
Which of the following type of sea walls results in greatest protection of shore structures?

vertical sea wall
sea wall with concave face
stepped sea wall
sea wall with batter

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