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On the weak solutions to a shallow water equation
Communications on Pure and Applied Mathematics, 2000The authors obtain the existence of global-in-time weak solutions to the Cauchy problem for a one-dimensional formally integrable shallow-water equation of Camassa-Holm type. First, for an approximate viscous problem they establish uniform in viscosity energy estimates for the solution and its gradient.
Xin, Zhouping, Zhang, Ping
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Journal of Engineering Mathematics, 1970
In this paper a set of exact nonlinear equations is derived for gravity flows. By assuming the flow to be shallow and assuming the vertical acceleration to be small these equations reduce to the classical equations for long waves in shallow water.
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In this paper a set of exact nonlinear equations is derived for gravity flows. By assuming the flow to be shallow and assuming the vertical acceleration to be small these equations reduce to the classical equations for long waves in shallow water.
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Dispersive Nonlinear Shallow‐Water Equations
Studies in Applied Mathematics, 2009A set of dispersive and hyperbolic depth‐averaged equations is obtained using a hyperbolic approximation of a chosen set of fully nonlinear and weakly dispersive Boussinesq‐type equations. These equations provide, at a reasonably reduced cost, both a physically sound description of the nearshore dynamics and a complete representation of dispersive and ...
Antuono, M. +2 more
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An implicit wave equation model for the shallow water equations
Advances in Water Resources, 1984In this paper an implicit numerical solution procedure for the shallow water equations is presented. It achieves efficiency through replacement of decompositions of a time-varying matrix by back substitutions for the solution of the equation system.
Ingemar P. E. Kinnmark, William G. Gray
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Wave Breaking for a Nonlinear Shallow Water Equation
Journal of Mathematical Fluid Mechanics, 2022zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Zhao, Jianmin, Yang, Shaojie
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2009
We now enter the realm of hyperbolic equations. Instead of starting with an introduction to numerical methods for hyperbolic equations in general, we prefer to begin by plunging into the particular case of the shallow-water equations. Other hyperbolic equations will be considered in Chapters 9 and 10.
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We now enter the realm of hyperbolic equations. Instead of starting with an introduction to numerical methods for hyperbolic equations in general, we prefer to begin by plunging into the particular case of the shallow-water equations. Other hyperbolic equations will be considered in Chapters 9 and 10.
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Analytic solutions to the shallow water equations
Physical Review E, 2005Analytic, two-dimensional steady-state solutions to the rotating shallow water equations over variable topography are derived, by exploiting a drastic simplification of the equilibrium problem that occurs for nondivergent flows. For such flows, the equilibrium system decouples, and the cross-stream component of the momentum equation formally reduces to
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Normalized shallow water equations
Moscow University Physics Bulletin, 2010zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Elizarova, T. G., Afanasieva, M. V.
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A shallow water equation on the circle
Communications on Pure and Applied Mathematics, 1999The purpose of this paper is to study the spatially periodic case of the shallow water equation \[ \partial v/\partial t+ v\partial t/\partial x+\partial p/\partial x= 0\tag{1} \] in which the ``pressure'' \(p\) is \((1- d^2/dx^2)^{-1}(v^2+{1\over 2} v^{\prime 2})\). The equation has been much studied in recent years, starting with \textit{R.
Constantin, A., McKean, H. P.
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On ?The shallow water equations? By M. Shinbrot
Journal of Engineering Mathematics, 1972The paper [1] above describes two steady shallow water flows which differ from the known flows of this type. It is suggested that the conditions imposed in obtaining these solutions are not consistent.
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