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Wave reflection at porous wall, and mass oscillation in tube in connection with flow through wall perforations, are considered; claptotis effects with vertical wall; feasibility of prefabricating caisson which would offer same advantages as rubble mound breakwaters where stone is unavailable; model tests in wave flume; concept of structure which could be used as combined breakwater and quay unit.
Wave reflection at porous wall, and mass oscillation in tube in connection with flow through wall perforations, are considered; claptotis effects with vertical wall; feasibility of prefabricating caisson which would offer same advantages as rubble mound breakwaters where stone is unavailable; model tests in wave flume; concept of structure which could be used as combined breakwater and quay unit.
Perforated vertical wall breakwater
Dock Harbour Authority
Jarlan, G.E. (author)
1961
5 pages
Article (Journal)
English
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