This paper reviews the available models for the estimation of mean wave overtopping rate at
berm breakwaters. A sensitivity analysis was conducted on selected models in order to study …

The response of berm breakwaters to wave forces has been examined with rebuild and
cumulative experiments. In rebuild experiments, the breakwaters were reconstructed after …

Reshaping berm breakwaters have been mainly designed and built for water depth less
than 20 m. In such conditions, a toe structure may be needed to reduce bottom settlements …

Reshaping of homogeneous berm breakwaters have been experimentally investigated
using 2D physical tests. Berm recession depends on storm duration in addition to …

This paper deals with stability of hardly (or partly) reshaping berm breakwaters. A simple
physical argument is used to derive a new stability formula based on the assumption that the …

This manual presents tools for the planning, design, and operation of highways in the
coastal environment. It focuses on roads near the coast that are influenced by coastal tides …

Since various relationships have been presented to calculate the recession in the berm
breakwater, the evaluation of these relationships in the form of probabilistic is one of the …

Berm breakwaters are reshaping rubble mound breakwaters, which as a result of impact
with wave attacks, the seaside profile of these breakwaters reach a stable condition after …