Three-dimensional interaction of waves and porous coastal structures using OpenFOAM®. Part I: Formulation and validation

Higuera, Pablo; Lara, Javier L.; Losada, Íñigo J.

doi:10.1016/j.coastaleng.2013.08.010

Cited by 208 publications

(111 citation statements)

References 23 publications

Supporting

Mentioning

Contrasting

Unclassified

Order By: Relevance

“…For regular time series the regular wave height and wave period were used. This pragmatic approach is similar to that taken in Higuera et al (2014a) and Jensen et al (2014b).…”

Section: Flow Resistance Due To a Permeable Structurementioning

confidence: 92%

Numerical analysis of the interaction of irregular waves with two dimensional permeable coastal structures

Jacobsen

Gent

Wolters

2015

Coastal Engineering

View full text Add to dashboard Cite

“…For regular time series the regular wave height and wave period were used. This pragmatic approach is similar to that taken in Higuera et al (2014a) and Jensen et al (2014b).…”

Section: Flow Resistance Due To a Permeable Structurementioning

confidence: 92%

Numerical analysis of the interaction of irregular waves with two dimensional permeable coastal structures

Jacobsen

Gent

Wolters

2015

Coastal Engineering

View full text Add to dashboard Cite

“…The most recent contributions in the domain of 3D wave interaction with permeable coastal structures are developed within the open source CFD code OpenFOAM. In Higuera et al (2014a), volume averaging of the RANS equations (VARANS) is presented, which offers the possibility to include turbulence closure models within porous media. This is an alternative to the approach to model the flow resistance in the porous medium with an additional drag force term in the momentum equations see e.g.…”

Section: Introductionmentioning

confidence: 99%

2D numerical simulation of large-scale physical model tests of wave interaction with a rubble-mound breakwater

Vanneste

Troch

2015

Coastal Engineering

View full text Add to dashboard Cite

“…Among a number of open-source CFD codes available, IH-FOAM (Higuera et al, 2013(Higuera et al, , 2014 is specially designed for coastal engineering applications. IHFOAM was used by Maza et al (2015) for direct numerical simulation of a solitary wave interacting with stationary vegetation.…”

Section: Numerical Model Descriptionmentioning

confidence: 99%

Simulations of moving effect of coastal vegetation on tsunami damping

Tsai

Chen

Sihombing

et al. 2017

Nat. Hazards Earth Syst. Sci.

View full text Add to dashboard Cite

Abstract. A coupled wave-vegetation simulation is presented for the moving effect of the coastal vegetation on tsunami wave height damping. The problem is idealized by solitary wave propagation on a group of emergent cylinders. The numerical model is based on general Reynolds-averaged Navier-Stokes equations with renormalization group turbulent closure model by using volume of fluid technique. The general moving object (GMO) model developed in computational fluid dynamics (CFD) code Flow-3D is applied to simulate the coupled motion of vegetation with wave dynamically. The damping of wave height and the turbulent kinetic energy along moving and stationary cylinders are discussed. The simulated results show that the damping of wave height and the turbulent kinetic energy by the moving cylinders are clearly less than by the stationary cylinders. The result implies that the wave decay by the coastal vegetation may be overestimated if the vegetation was represented as stationary state.

show abstract

Three-dimensional interaction of waves and porous coastal structures using OpenFOAM®. Part I: Formulation and validation

Cited by 208 publications

References 23 publications

Numerical analysis of the interaction of irregular waves with two dimensional permeable coastal structures

Numerical analysis of the interaction of irregular waves with two dimensional permeable coastal structures

2D numerical simulation of large-scale physical model tests of wave interaction with a rubble-mound breakwater

Simulations of moving effect of coastal vegetation on tsunami damping

Contact Info

Product

Resources

About