BOUSSINESQ MODELING OF WAVE TRANSFORMATION, BREAKING, AND RUNUP. II: 2D

By Q. Chen, James T. Kirby, Robert A. Dalrymple, A. Kennedy, Arun Chawla. 2000

503 citations recorded by the source corpus.

Subfields: Earth-Surface Processes, Ecology, Oceanography

View Paper: https://www.semanticscholar.org/paper/a5910b6a8dd7629ed8572eb5a83c8df0ecc446a5

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Citations in the corpus

Depth‐integrated, non‐hydrostatic model for wave breaking and run‐up (2009, methodology): “The collected data have become a standard for validation of run-up models [4, 6, 19, 20, 33].”
A high-order adaptive time-stepping TVD solver for Boussinesq modeling of breaking waves and coastal inundation (2012, methodology): “Solid line-present model; x’s- Kennedy et al. (2000), eddy viscosity model.”
Boussinesq modeling of longshore currents (2003, methodology): “Considering the relative coarse resolution for high-frequency waves in the surf zone with the barred bathymetry, we select the lower limit of the breaking criterion (i.e., ht (I) = 0.35 ffiffiffiffiffi gh p ) for the breaking scheme [see Kennedy et al., 2000; Chen et al., 2000].”
Infragravity waves: From driving mechanisms to impacts (2018, unknown): “The second approach, known as phase-resolving, explicitly represents the short waves and their induced circulation, including the detailed interactions between short waves and IG waves (e.g. Kennedy et al., 2000; Zijlema et al., 2011; Bonneton et al., 2011; Sheremet et al., 2016).”
Landslide tsunami case studies using a Boussinesq model and a fully nonlinear tsunami generation model (2003, methodology): “We simulate tsunami propagation and inundation using the long wave propagation model FUNWAVE (Chen et al., 2000; Kennedy et al., 2000) based on fully nonlinear Boussinesq equations, with an extended dispersion equation (Wei et al., 1995; Wei and Kirby, 1995), in the sense that it matches the linear…”
A two-layer approach to wave modelling (2004, methodology): “Liu et al . 1985) as well as Boussinesq-type models (e.g. Chen et al . 2000 ).”
Numerical Simulation of the 2011 Tohoku Tsunami Based on a New Transient FEM Co-seismic Source: Comparison to Far- and Near-Field Observations (2013, methodology): “The BM model used in this work, FUNWAVE, was initially developed and validated for coastal wave dynamics problems (WEI et al. 1995; CHEN et al. 2000, 2003; KENNEDY et al. 2000); later, however, FUNWAVE was used to perform many successful tsunami case studies, as discussed above.”
Boussinesq-type modelling using an unstructured finite element technique (2004, methodology): “Kennedy et al. (2000) and Chen et al. (2000) also used a breaking criterion based on threshold values for the time derivatives of the surface elevation.”
Numerical modeling of tsunami waves generated by the flank collapse of the Cumbre Vieja Volcano (La Palma, Canary Islands): Tsunami source and near field effects (2012, methodology): “FUNWAVE-TVD is a recent extension of the original FUNWAVE code [Wei et al., 1995; Kennedy et al., 2000; Chen et al., 2000, 2003; Kirby, 2003] (see for instance the Appendix in Ioualalen et al. [2007] for a summary to date of FUNWAVE’s equations and numerical methods).”
Modeling wave runup with depth-integrated equations (2002, methodology): “This data set has been used by several researchers to validate numerical runup models (e.g., Liu et al., 1995; Titov and Synolakis, 1998; Chen et al., 2000).”