Wave action on and in permeable structures

M. R.A. van Gent; P. Tonjes; H. A.H. Petit; P. van den Bosch

doi:10.1061/9780784400890.126

Wave action on and in permeable structures

M. R.A. van Gent^*, P. Tonjes, H. A.H. Petit, P. van den Bosch

^*Corresponding author for this work

Coastal Engineering

Research output: Contribution to journal › Conference article › Scientific › peer-review

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Abstract

A numerical model that can simulate plunging waves on permeable structures is described. The 'Volume Of Fluid' method is used to solve the two-dimensional (2D-V) incompressible Navier-Stokes equations. After implementation of porous media flow for applications with permeable structures, the model has been verified by using several analytical solutions and by comparisons with physical model tests to study breaking waves on and inside permeable structures.

Original language	English
Pages (from-to)	1739-1753
Number of pages	15
Journal	Proceedings of the Coastal Engineering Conference
Volume	2
DOIs	https://doi.org/10.1061/9780784400890.126
Publication status	Published - 1995
Event	the 24th International Conference on Coastal Engineering - Kobe, Japan Duration: 23 Oct 1994 → 28 Oct 1994

Bibliographical note

Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care
Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

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10.1061/9780784400890.126

Wave Action On and In Permeable StructuresFinal published version, 271 KB

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title = "Wave action on and in permeable structures",

abstract = "A numerical model that can simulate plunging waves on permeable structures is described. The 'Volume Of Fluid' method is used to solve the two-dimensional (2D-V) incompressible Navier-Stokes equations. After implementation of porous media flow for applications with permeable structures, the model has been verified by using several analytical solutions and by comparisons with physical model tests to study breaking waves on and inside permeable structures.",

author = "{van Gent}, {M. R.A.} and P. Tonjes and Petit, {H. A.H.} and {van den Bosch}, P.",

note = "Green Open Access added to TU Delft Institutional Repository {\textquoteleft}You share, we take care!{\textquoteright} – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public. ; the 24th International Conference on Coastal Engineering, ICCE 1994 ; Conference date: 23-10-1994 Through 28-10-1994",

year = "1995",

doi = "10.1061/9780784400890.126",

language = "English",

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publisher = "American Society of Civil Engineers (ASCE)",

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AU - van Gent, M. R.A.

AU - Tonjes, P.

AU - Petit, H. A.H.

AU - van den Bosch, P.

N1 - Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.

PY - 1995

Y1 - 1995

N2 - A numerical model that can simulate plunging waves on permeable structures is described. The 'Volume Of Fluid' method is used to solve the two-dimensional (2D-V) incompressible Navier-Stokes equations. After implementation of porous media flow for applications with permeable structures, the model has been verified by using several analytical solutions and by comparisons with physical model tests to study breaking waves on and inside permeable structures.

AB - A numerical model that can simulate plunging waves on permeable structures is described. The 'Volume Of Fluid' method is used to solve the two-dimensional (2D-V) incompressible Navier-Stokes equations. After implementation of porous media flow for applications with permeable structures, the model has been verified by using several analytical solutions and by comparisons with physical model tests to study breaking waves on and inside permeable structures.

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U2 - 10.1061/9780784400890.126

DO - 10.1061/9780784400890.126

M3 - Conference article

AN - SCOPUS:0029218266

SN - 0893-8717

VL - 2

SP - 1739

EP - 1753

JO - Proceedings of the Coastal Engineering Conference

JF - Proceedings of the Coastal Engineering Conference

T2 - the 24th International Conference on Coastal Engineering

Y2 - 23 October 1994 through 28 October 1994

ER -

Wave action on and in permeable structures

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