Coastal bridges are vulnerable to extreme surges and waves generated during hurricanes
and tsunamis. Over the past few decades, extensive research works were conducted to …

In the present work the applicability of an extended Boussinesq-type model in simulating
wave propagation over submerged porous breakwaters, as well as predicting the velocity …

This study focuses on the prediction of technical efficiency of narrow-crested submerged
permeable rubble-mound breakwaters, in terms of wave attenuation. A number of existing …

The applicability of a Boussinesq-type wave model in simulating wave propagation over
submerged breakwaters is studied. The original model is able to reproduce wave …

In the present work a previously presented high-order Boussinesq-type model is extended to
account for wave propagation over porous beds. The resulting wave solver is coupled with a …

A simple technique for predicting the wave breaker type over a rubble-mound submerged
trapezoidal permeable or impermeable breakwater, with steep slopes, is presented. The …

The arbitrary Lagrangian–Eulerian method is used to simulate solitary wave interacting with
wave wall of a rubble mound breakwater. The Navier–Stokes equations in arbitrary …

Στην παρούσα διπλωματική εργασία εξετάζεται η απόδοση ενός αριθμητικού μοντέλου
Boussinesq (Chondros and Memos, 2012) το οποίο στη συνέχεια τροποποιήθηκε ώστε να …