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

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

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Docks and Harbor Engineering
In basins subjected to strong winds and tide, the length of the berthing area should not be less than

Twice the length of design vessel
The length of design vessel + 20% clearance between adjacent vessels
The length of design vessel + 10% clearance between adjacent vessels
The length of design vessel

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