Beirut Sea Front Hydraulic Design
Author(s)
P. Aristaghes & T. Chalois
Abstract
Beirut Sea Front had to be designed as a 1 km long low crested structure in 25 m
deep water, having two different functions: overtopping barrier and recreational
multilevel promenade. The final structure consists in a line of 80 two levels twin
lobed concrete caissons, perforated below water level, completely open between
the two levels, completed by a 100 m wide submerged reef on which the caissons
are founded. Specific problems had to be solved, among which those related to
the fact the caissons are partially buried in a very wide berm, that they are fully
open to wave action, so that pressure distribution inside the structure has a great
impact on structural design. The paper describes the context, the various
solutions envisaged, and the studies carried out during detailed design, including
original hydraulic tests and interpretations.
1 Context
After several years of rec
Keywords
Related Book
Other papers in this volume
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