A physical model study on the hydraulic performances of vertical breakwaters with retreated wave walls
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2024-08Derechos
Attribution 4.0 International
Publicado en
Coastal Engineering, 2024, 191, 104539
Editorial
Elsevier
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Palabras clave
Vertical breakwaters
Retreated wall
Wave-structure interaction
Physical model tests
Water waves
Resumen/Abstract
This paper describes a 2D physical model study on the hydraulic performances of composite vertical
breakwaters with retreated wave walls. The research is an expansion of a previous experimental study by
the same Authors: a very large number of experiments, in the order of 2,000, have been carried out by
exploring and varying a wide range of wave and geometrical parameters of the structure, to investigate
their effect and importance. In order to make feasible the execution of this large number of tests, a smallscale
wave flume was used and regular wave conditions were reproduced. The influence of the wave wall
retreat has been investigated in terms of wave-induced forces, reflection coefficients and wave overtopping
discharges, comparing the hydraulic performances of structures with retreated walls with those of a flushed
wall configuration under the same wave conditions. The large number of experiments allowed to formulate
a detailed description of the complex phenomena at hand, providing statistical indicators that can be
used as guidelines for preliminary design purposes of such structures, quantifying the relevant sources of
uncertainty. The analysis confirmed and extended the previous findings and indicates that, on average, the
hydraulic performances of structures with retreated crown wall vary significantly from those of flushed wall
configurations. Specifically: (I) the forces acting on the wave wall increase of a factor up to 1.5, due to the
occurrence of impulsive loads; (II) the forces acting on the caisson trunk decrease of a factor up to 0.91;
(III) the global forces can decrease reaching a minimum reduction factor of 0.87, although some dangerous
exceptions, in which equal or larger loads, than those occurring for standard flushed wall configuration, have
been registered; (IV) the reflection coefficients decrease of a factor up to 0.83; (V) the wave overtopping
discharges increase up to 2.55 times those with flushed walls
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