Numerical simulation and validation of plunging breakers using a 2D Navier-Stokes model

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

doi:10.1061/9780784400890.039

Numerical simulation and validation of plunging breakers using a 2D Navier-Stokes model

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

^*Corresponding author for this work

Coastal Engineering

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

Abstract

The numerical model SKYLLA, developed for simulation of breaking waves on coastal structures is described. The model is based on the Volume Of Fluid method and solves the two-dimensional (2DV) Navier-Stokes equations. Weakly reflecting boundary conditions allow waves to enter and leave the computational domain. Impermeable boundaries can be introduced to simulate a structure. A two-model approach can be used to simulate overtopping over a low crested structure. Results obtained with the model are compared with those obtained with physical model tests for waves on a 1:20 slope of a submerged structure.

Original language	English
Pages (from-to)	511-524
Number of pages	14
Journal	Proceedings of the Coastal Engineering Conference
Volume	1
DOIs	https://doi.org/10.1061/9780784400890.039
Publication status	Published - 1995
Event	the 24th International Conference on Coastal Engineering - Kobe, Japan Duration: 23 Oct 1994 → 28 Oct 1994

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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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title = "Numerical simulation and validation of plunging breakers using a 2D Navier-Stokes model",

abstract = "The numerical model SKYLLA, developed for simulation of breaking waves on coastal structures is described. The model is based on the Volume Of Fluid method and solves the two-dimensional (2DV) Navier-Stokes equations. Weakly reflecting boundary conditions allow waves to enter and leave the computational domain. Impermeable boundaries can be introduced to simulate a structure. A two-model approach can be used to simulate overtopping over a low crested structure. Results obtained with the model are compared with those obtained with physical model tests for waves on a 1:20 slope of a submerged structure.",

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

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AU - Petit, H. A.H.

AU - Tonjes, P.

AU - van Gent, M. R.A.

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 - The numerical model SKYLLA, developed for simulation of breaking waves on coastal structures is described. The model is based on the Volume Of Fluid method and solves the two-dimensional (2DV) Navier-Stokes equations. Weakly reflecting boundary conditions allow waves to enter and leave the computational domain. Impermeable boundaries can be introduced to simulate a structure. A two-model approach can be used to simulate overtopping over a low crested structure. Results obtained with the model are compared with those obtained with physical model tests for waves on a 1:20 slope of a submerged structure.

AB - The numerical model SKYLLA, developed for simulation of breaking waves on coastal structures is described. The model is based on the Volume Of Fluid method and solves the two-dimensional (2DV) Navier-Stokes equations. Weakly reflecting boundary conditions allow waves to enter and leave the computational domain. Impermeable boundaries can be introduced to simulate a structure. A two-model approach can be used to simulate overtopping over a low crested structure. Results obtained with the model are compared with those obtained with physical model tests for waves on a 1:20 slope of a submerged structure.

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U2 - 10.1061/9780784400890.039

DO - 10.1061/9780784400890.039

M3 - Conference article

AN - SCOPUS:0029227751

SN - 0893-8717

VL - 1

SP - 511

EP - 524

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 -

Numerical simulation and validation of plunging breakers using a 2D Navier-Stokes model

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