Document of bibliographic reference 223364

BibliographicReference record

Type
Bibliographic resource
Type of document
Book chapters
Type of document
Conference paper
BibLvlCode
AM
Title
Numerical modelling of hydrodynamics and sediment transport in the surf zone : a sensitivity study with different types of numerical models
Abstract
A comparison between two very different numerical models is presented: Delft3D and XBeach. Delft3D (Deltares) calculates non-steady flow and transport phenomena that result from tidal and meteorological forcing. The wave propagation is calculated in the frequency domain. XBeach (Unesco-IHE, Delft University and Deltares) consists of formulations for short wave envelope propagation (time-dependent wave action balance), non-stationary shallow water equations, sediment transport and bed update. The model is able to resolve the time dependent long waves, which are important in the surf zone. A number of simplified cases are defined beforehand taking into account actual features and conditions existing in chosen problem areas. The examination of these simplified cases allows for the identification of driving processes and the assessment of the sensitivity to certain relevant parameters, with the advantage of working in scenarios of limited complexity and without excessive computational load.
Bibliographic citation
Trouw, K.; Zimmermann, N.; Mathys, M.; Delgado, R.; Roelvink, D. (2012). Numerical modelling of hydrodynamics and sediment transport in the surf zone : a sensitivity study with different types of numerical models, in: International Conference on Coastal Engineering (ICCE 2012), Santander, Spain, July 1-6 2012: book of papers. pp. [1-12]
Topic
Marine

Authors

author
Name
Koen Trouw
Affiliation
Fides Engineering
author
Name
Nicolas Zimmermann
Affiliation
International Marine & Dredging Consultants NV
author
Name
Mieke Mathys
Affiliation
International Marine & Dredging Consultants NV
author
Name
Rosalia Delgado
Affiliation
Vlaamse overheid; Beleidsdomein Mobiliteit en Openbare Werken; Vlaams Ministerie Mobiliteit en Openbare Werken; Departement Mobiliteit en Openbare Werken; Waterbouwkundig Laboratorium
author
Name
Dano Roelvink

Document metadata

date created
2013-03-06
date modified
2013-03-06