2013
DOI: 10.2112/si65-226.1
|View full text |Cite
|
Sign up to set email alerts
|

Three-dimensional Computational Fluid Dynamic experiments over a complex dune topography

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
3
1
1

Citation Types

0
7
0

Year Published

2016
2016
2022
2022

Publication Types

Select...
6

Relationship

1
5

Authors

Journals

citations
Cited by 13 publications
(7 citation statements)
references
References 9 publications
0
7
0
Order By: Relevance
“…Wind flow over the dune surface was simulated using CFD modelling. CFD is a numerical method of solving fluid flow using the Navier–Stokes equations and has been successfully used to simulate flow over a number of coastal dune landforms (Wakes, ; Wakes et al , ; Smyth et al , ; Hesp et al , ; Jackson et al , ). The Navier–Stokes equations can also be solved linearly over dunes (Walmsley and Howard, ), with less computational cost than CFDs, however this method is only appropriate where the windward slope is small and the wind flow not affected by near surface jets or flow separation.…”
Section: Methodsmentioning
confidence: 99%
“…Wind flow over the dune surface was simulated using CFD modelling. CFD is a numerical method of solving fluid flow using the Navier–Stokes equations and has been successfully used to simulate flow over a number of coastal dune landforms (Wakes, ; Wakes et al , ; Smyth et al , ; Hesp et al , ; Jackson et al , ). The Navier–Stokes equations can also be solved linearly over dunes (Walmsley and Howard, ), with less computational cost than CFDs, however this method is only appropriate where the windward slope is small and the wind flow not affected by near surface jets or flow separation.…”
Section: Methodsmentioning
confidence: 99%
“…Scarping is common on coastal dunes and can be defined as basal erosion and undercutting of the stoss slope of a dune due to wave attack or possibly stream and river erosion (Carter et al, ; Aagaard et al, ; Castelle et al, ). Scarping occurs on a variety of dune types in a number of different environments (Vellinga, ; Carter, ; Pye and Neal, ; Cooper et al, ; van Gent et al, ; van Thiel de Vries et al, ; Roelvink et al, ; Ruz et al, ; Pattanapol et al, ; Wakes, ). Factors such as the maximum wave height, maximum surge level, tide fluctuation, flood height in the case of a river, the time interval between significant wave events, and the previous morphology of the dune play a fundamental role in determining the degree of erosion and scarping (Carter and Stone, ; Christiansen and Davidson‐Arnott, ; Cooper et al, ; Fiore et al, ; van Rijn, ; Lopes et al, ; Li et al, ; Bonte and Levoy, ).…”
Section: Introductionmentioning
confidence: 99%
“…Others have used a value of 0.05 m (e.g. Jackson et al, 2020;Wakes, 2013;Wakes et al, 2016Wakes et al, , 2021 as did we in some trial runs, and this leads to much larger values of wall shear stress, more extreme changes in velocity and TKE profiles, and slightly altered recirculation dynamics in front of the scarp and in the lee of the crest. A new generation of CFD simulations is required that uses field measurements of actual surface roughness characteristics to define a realistic modelling surface, with smooth conditions on the beach and rough conditions on the stoss slope due to vegetation cover.…”
Section: Discussionmentioning
confidence: 99%