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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.)

1.5 VF
0.34 VF
3.4 VF
0.5 VF

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

moles
revetments
groynes
sea walls

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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

2.5 m
7 m
4 m
5 m

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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

Clapotis
Swell
Fetch
Surf

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Docks and Harbor Engineering
The difference in height between highest high water and lowest low water is called

Mean range
Maximum rise
Maximum range
Mean rise

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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

43967
43906
43898
43959

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