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Cited by 20 publications
(10 citation statements)
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“…Calantoni et al [9] Sediment motions using a discrete particle model in the inner-surf and swash zones LES Two-phase flow model, Euler-Lagrange type Pedrozo-Acuña et al [43] Numerical-empirical approach for evaluating morphodynamic processes on gravel and mixed beaches -Process-based, using the Boussinesq model and an empirical bed-load formula including an acceleration term Hoque and Asano [19] Numerical study on wave-induced filtration flow and its effects on swash zone sediment transport -Process-based, using the NLSWE and energetic-based sediment model through modification of the effective weight of sediment particles and modification of the swash boundary layer thickness Suzuki et al [45] Sediment concentration under breaking waves in the surf zone…”
Section: Model Typementioning
confidence: 99%
“…Calantoni et al [9] Sediment motions using a discrete particle model in the inner-surf and swash zones LES Two-phase flow model, Euler-Lagrange type Pedrozo-Acuña et al [43] Numerical-empirical approach for evaluating morphodynamic processes on gravel and mixed beaches -Process-based, using the Boussinesq model and an empirical bed-load formula including an acceleration term Hoque and Asano [19] Numerical study on wave-induced filtration flow and its effects on swash zone sediment transport -Process-based, using the NLSWE and energetic-based sediment model through modification of the effective weight of sediment particles and modification of the swash boundary layer thickness Suzuki et al [45] Sediment concentration under breaking waves in the surf zone…”
Section: Model Typementioning
confidence: 99%
“…Most numerical models that have been used to compute wave motions with a permeable bed are based on the Boussinesq and the non-linear shallow water equations (Masselink and Li., 2001;Li et al, 2002a;Karambas, 2006;Hoque and Asano, 2007). Bakhtyar et al (2011) have shown that more realistic Reynolds-Averaged Navier-Stokes (RANS) equations can be used instead.…”
Section: Introductionmentioning
confidence: 99%
“…Vertical and horizontal velocities, turbulence characteristics as well as free surface tracking have been studied. In most cases numerical models were constructed based on the non-linear shallow-water and/or Boussinesq equations [6,7]. Also, several hydrodynamic models based on the Reynolds-Averaged Navier-Stokes (RANS) equations have been developed [1].…”
Section: Introductionmentioning
confidence: 99%
“…7 Huang et al [9] studied experimentally the turbulence dissipation rates and velocity fields of spilling breaking waves in the surf zone and mentioned that more studies were needed to elucidate energy transmission to the swash zone and bottom friction. Huang et al [10] measured the wave bottom boundary layer velocity in the surf zone using particle image velocimetry and observed that a notable number of intermittent turbulent eddies penetrated into the wave bottom boundary layer.…”
Section: Introductionmentioning
confidence: 99%