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Keywords: swash zone
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Proceedings Papers
Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-3199
... are useful with respect to various aspects in the swash zone, e.g., overtopping flows, sediment transport, and wave forces exerting on coastal structures. INTRODUCTION The swash zone is the area of beach which is covered by water during wave run–up process and exposed during backwash process. The flow...
Proceedings Papers
Piera Fischione, Daniele Celli, Davide Pasquali, Gabriel Barajas, Benedetto Di Paolo, Javier L. Lara
Paper presented at the The 31st International Ocean and Polar Engineering Conference, June 20–25, 2021
Paper Number: ISOPE-I-21-3268
..., not only to the conveyed discharge, but also to the hydraulic regime inside the pipe, resulting in a more spread draining surface. INTRODUCTION The swash zone plays a crucial role in cross–shore sediment transport (e.g. Masselink, 2006). It is characterized by phenomena that cover a wide range...
Proceedings Papers
Paper presented at the The 28th International Ocean and Polar Engineering Conference, June 10–15, 2018
Paper Number: ISOPE-I-18-565
... profile, beach slope, maximum wave runup level and sediment grain size to assess coastal erosion hazard on Yantai Beach. There are 20 permanent beach transect profiles surveyed every month with RTK-GPS, and three sediment samples were collected from the dune/seawall, beach berm and swash zone. This study...
Proceedings Papers
Paper presented at the The 26th International Ocean and Polar Engineering Conference, June 26–July 2, 2016
Paper Number: ISOPE-I-16-492
... limited, especially in the swash zone where sediment experiencing uprush and backwash periodically. Besides, there are several factors that are responsible for the swash zone sediment transport, including beach materials and hydraulic factors, like wave height, wave period and wave direction. During...
Proceedings Papers
Paper presented at the The Twenty-fifth International Ocean and Polar Engineering Conference, June 21–26, 2015
Paper Number: ISOPE-I-15-143
...Morphodynamic Shoreline Boundary Conditions: a preliminary validation from laboratory experiments Maurizio Brocchini, Matteo Postacchini Department ICEA - Università Politecnica delle Marche Ancona, Italy ABSTRACT At present the processes occurring in the Swash Zone (SZ) are disregarded by all...
Proceedings Papers
Three-dimensional Coupled Fluid-sediment Interaction Numerical Model For Suspended Sediment Analysis
Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-119
... A three-dimensional two-way coupled fluid-sediment interaction model applicable to suspended sediment analysis is developed in this study. For validation, the developed model is applied to hydraulic experiments on suspended sediment in a steady uniform flow and a swash zone. For both flow conditions...
Proceedings Papers
Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-179
..., the objectives of these studies like a large part of other studies were the local scoring in front of the sea dike in the offshore of the swash zone. The objective of this study is the local scouring in front of the sea dike in the run up region landward of the still water level. There is not sufficient method...
Proceedings Papers
Paper presented at the The Twenty-first International Offshore and Polar Engineering Conference, June 19–24, 2011
Paper Number: ISOPE-I-11-467
... estuary bank, the sand barriers in the estuary changed greatly, and they are continuously developing their directions towards the open sea (Busan Metropolitan City, 2004). swash zone sand barrier control point nakdong river estuary topography survey nakdong estuary vegetation belt beach...
Proceedings Papers
Paper presented at the The Eighteenth International Offshore and Polar Engineering Conference, July 6–11, 2008
Paper Number: ISOPE-I-08-025
... transformations of incident waves in surf and swash zone and hydrodynamic phenomena of detached and submerged breakwaters. For an accurate simulation of the complicated wave deformation, Three- Dimensional numerical model with Large Eddy Simulation has been developed recently and expanded properly for the current...
Proceedings Papers
Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-326
... is generated, although a pronounced wave peak can be found in the swash zone as well (Kraus et al., 1982). This is due to the shallow water depth in combination with the strong turbulence and horizontal vortex introduced by wave breaking, which cause the sediment in suspension. Then, the longshore current...
Proceedings Papers
Paper presented at the The Twelfth International Offshore and Polar Engineering Conference, May 26–31, 2002
Paper Number: ISOPE-I-02-348
...Bed Load Sediment Movements in Swash Zone Md. Azharul Hoque and Toshiyuki Asano Dept. of Ocean Civil Engineering, Kagoshima University Kagoshima, Japan ABSTRACT A time dependent computational model, treating swash wave front as a moving boundary, is developed to provide a clear understanding...
Proceedings Papers
Paper presented at the The Tenth International Offshore and Polar Engineering Conference, May 28–June 2, 2000
Paper Number: ISOPE-I-00-296
... ABSTRACT This paper describes a study of the hydrodynamics in the swash zone using an impermeable concrete beach in a laboratory flume. Analysis was made of the measurements achieved using level wave gauges and a laser Doppler velocimeter. From these measurements we could derive the mean...