The propagation of solitary waves and bores over a porous bed

Packwood, A.; Peregrine, D. H.

doi:10.1016/0378-3839(79)90022-x

Cited by 59 publications

(27 citation statements)

References 7 publications

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“…According to Huang et al (2008), the solitary wave damping over a porous bed can be predicted by the theoretical formula of Packwood and Peregrine (1980) as…”

Section: Computational Settingsmentioning

confidence: 99%

Incompressible SPH flow model for wave interactions with porous media

Shao

2010

Coastal Engineering

152

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“…According to Huang et al (2008), the solitary wave damping over a porous bed can be predicted by the theoretical formula of Packwood and Peregrine (1980) as…”

Section: Computational Settingsmentioning

confidence: 99%

Incompressible SPH flow model for wave interactions with porous media

Shao

2010

Coastal Engineering

152

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“…The accuracy of the improved ISPH flow model for porous structures is firstly verified by comparing the numerical results of solitary wave damping over a porous bed with the theoretical solutions of Packwood and Peregrine (1980). After the model is verified, it will be used to investigate the main features of flow field around and inside a submerged porous breakwater in the next section.…”

Section: Description Of Model Setupmentioning

confidence: 99%

“…Fig. 3 compares the wave height ratios obtained from the ISPH computations and theoretical solutions of Packwood and Peregrine (1980). The green line with circles represents the theoretical wave attenuation ratios with the increase of the travel distance, while the red line with upper triangular denotes the ISPH results by using the proposed interface boundary treatment and the blue line with diamonds denotes the ISPH results without using the interface treatment.…”

Section: Comparisons Of Wave Height Attenuationmentioning

confidence: 99%

“…In order to verify the proposed boundary treatment, the ISPH model is first applied to the wave damping over a porous bed and the numerical results are compared with the theoretical solutions of Packwood and Peregrine (1980). Then the model is applied to investigate the main features of the flow field, such as velocity and pressure, around and inside a submerged porous breakwater under the action of waves.…”

Section: Introductionmentioning

confidence: 99%

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Incompressible SPH simulation of wave interaction with porous structure

et al. 2015

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In this paper an incompressible Smoothed Particle Hydrodynamics (ISPH) method is applied to investigate the flow motion in and around the porous structure. In order to describe in a simple and effective way the flow through the interface between the porous region and pure fluid region within the SPH framework, a heuristic boundary treatment method has been proposed. The ISPH model is first verified against a theoretical model of wave propagation over a porous bed and then further validated by comparing the predicted wave surface profiles and flow velocity fields with the experiment data for a typical case of flow motion around and inside a submerged porous structure. The good agreement has demonstrated that the improved ISPH model developed in this work is capable of modelling wave interaction with porous structures.

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“…To simulate infiltration, a hydraulic conductivity of the sediment K hyd of 1 × 10 −3 m/s is employed, following the guidance for medium sand proposed by 260 Packwood & Peregrine (1980).…”

Section: Parameter Settingsmentioning

confidence: 99%

Morphodynamical modelling of field-scale swash events

Incelli

Dodd

Blenkinsopp

et al. 2016

Coastal Engineering

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In the present work, measurements for three single swash events are selected from those available for an accretive tide that occurred at Le Truc Vert beach (France) during a field campaign at that location. These data are compared to results obtained from a 'state-of-the art' numerical fully-coupled 1D morphodynamical shallow water solver, driven by measurements made of those events in the lower swash / inner surf zone.It is found that the hydrodynamics is reasonably well represented, although the computed results exhibit reduced maximum inundations in comparison with the observed ones. The model reproduces the correct order of magnitude of the morphodynamic change after each event, and sometimes the pattern of erosion and deposition, but this change is generally underestimated.Sensitivity analyses are conducted with respect to more uncertain physical parameters and assumed initial conditions. They suggest that initial spatial distributions for velocity and pre-suspended sediment concentration play a key role in the quantitative and qualitative prediction of the bed change.

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The propagation of solitary waves and bores over a porous bed

Cited by 59 publications

References 7 publications

Incompressible SPH flow model for wave interactions with porous media

Incompressible SPH flow model for wave interactions with porous media

Incompressible SPH simulation of wave interaction with porous structure

Morphodynamical modelling of field-scale swash events

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