2021
DOI: 10.1137/20m1364606
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A Conservative Fully Discrete Numerical Method for the Regularized Shallow Water Wave Equations

Abstract: The paper proposes a new, conservative fully-discrete scheme for the numerical solution of the regularised shallow water Boussinesq system of equations in the cases of periodic and reflective boundary conditions. The particular system is one of a class of equations derived recently and can be used in practical simulations to describe the propagation of weakly nonlinear and weakly dispersive long water waves, such as tsunamis. Studies of small-amplitude long waves usually require long-time simulations in order … Show more

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Cited by 10 publications
(5 citation statements)
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“…The relaxation approach is not restricted to invariants and has also been extended to general functionals 𝜂 in refs. [16][17][18], resulting for example in efficient, fully-discrete, and locally entropy-stable numerical methods for computational fluid dynamics [21] and nonlinear dispersive wave equations [22][23][24].…”
Section: Relaxation Proceduresmentioning
confidence: 99%
“…The relaxation approach is not restricted to invariants and has also been extended to general functionals 𝜂 in refs. [16][17][18], resulting for example in efficient, fully-discrete, and locally entropy-stable numerical methods for computational fluid dynamics [21] and nonlinear dispersive wave equations [22][23][24].…”
Section: Relaxation Proceduresmentioning
confidence: 99%
“…For the time discretization we employ once again the classical four-stage Runge-Kutta method of order four where we integrate the system until time T = 10 s and with Δt = 0.05 s. A regular, unstructured mesh of the computational domain with N h = 72, 652 triangles is considered with (r, p) = (2, 3). The common for both systems solitary wave has amplitude 0.04 m, and is generated numerically using the Petviashvili method of [35] adapted appropriately in two dimensions [29]. During the experiment we record the free surface elevation at three locations (wave gauges): G 1 (−2, 0), G 2 (0, 1), G 3 (2, 0) to measure the runup around the cylinder.…”
Section: Interaction Of a Solitary Wave With A Cylindrical Obstablementioning
confidence: 99%
“…where D 1 , D 2 commute [68]. Conservation of the discrete equivalent u u u T M(I −D 2 )η η η of I (η, u) can be achieved with the standard Galerkin method [48] or SBP methods using the split form…”
Section: Bbm-bbm Systemmentioning
confidence: 99%
“…Theorem 6.1 Let D 1 be a periodic SBP first-derivative operator with diagonal mass matrix M. Then the semidiscretization (48) conserves the total mass of ε, the total mass of u, and the total energy η = E.…”
Section: A Linear Dispersive Equationmentioning
confidence: 99%
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