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A Conservative Formulation and a Numerical Algorithm for the Double-Gyre Nonlinear Shallow-Water Model

Published online by Cambridge University Press:  10 November 2015

Dongyang Kuang
Affiliation:
Department of Mathematics, University of Wyoming, Laramie, WY 82071, USA
Long Lee*
Affiliation:
Department of Mathematics, University of Wyoming, Laramie, WY 82071, USA
*
Corresponding author. Email address:dkuang@uwyo.edu (D.-Y. Kuang), llee@uwyo.edu (L. Lee)
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Abstract

We present a conservative formulation and a numerical algorithm for the reduced-gravity shallow-water equations on a beta plane, subjected to a constant wind forcing that leads to the formation of double-gyre circulation in a closed ocean basin. The novelty of the paper is that we reformulate the governing equations into a nonlinear hyperbolic conservation law plus source terms. A second-order fractional-step algorithm is used to solve the reformulated equations. In the first step of the fractional-step algorithm, we solve the homogeneous hyperbolic shallow-water equations by the wave-propagation finite volume method. The resulting intermediate solution is then used as the initial condition for the initial-boundary value problem in the second step. As a result, the proposed method is not sensitive to the choice of viscosity and gives high-resolution results for coarse grids, as long as the Rossby deformation radius is resolved. We discuss the boundary conditions in each step, when no-slip boundary conditions are imposed to the problem. We validate the algorithm by a periodic flow on an f-plane with exact solutions. The order-of-accuracy for the proposed algorithm is tested numerically. We illustrate a quasi-steady-state solution of the double-gyre model via the height anomaly and the contour of stream function for the formation of double-gyre circulation in a closed basin. Our calculations are highly consistent with the results reported in the literature. Finally, we present an application, in which the double-gyre model is coupled with the advection equation for modeling transport of a pollutant in a closed ocean basin.

Type
Research Article
Copyright
Copyright © Global-Science Press 2015 

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References

[1]Calhoun, D. and LeVeque, R. J.. A Cartesian grid finite-volume method for the advection-diffusion equation in irregular regions. J. Comput. Phys., 156 (2002) 138.Google Scholar
[2]Harten, A., Enquist, B., Osher, S., and Chakravarthy, S. R.. Uniformly high-order accurate essentially non-oscillatory schemes III. J. Comput Phys., 71, (1987), 231303.CrossRefGoogle Scholar
[3]Jiang, S., Jin, F-F., and Ghil, M.. Multiple equilibria, periodic, and aperiodic solutions in a wind-driven, double-gyre, shallow-water model. J. Phys. Ocean., 25 (1995) 764786.2.0.CO;2>CrossRefGoogle Scholar
[4]Jones, D .A., Poje, A. C., and Margolin, L. G.. Resolution effects and enslaved finite-difference schemes for a double gyre, shallow-water model. Theoret. Comput. Fluid Dynamics, 9 (1997) 269280.CrossRefGoogle Scholar
[5]Lee, L. and LeVeque, R. J.. An immersed interface method for the incompressible Navier- Stokes equations. SIAM Sci. Comp., 25, (2003) 832856.CrossRefGoogle Scholar
[6]Lee, L.. A class of high-resolution methods for incompressible flows. Compter & Fluids, 39, (2010) 10221032.CrossRefGoogle Scholar
[7]LeVeque, R. J.. Finite Volume Methods for Hyperbolic Problems. Cambridge Texts in Applied Mathematics, August 26, 2002Google Scholar
[8]LeVeque, R. J.. Finite Difference Methods for Ordinary and Partial Differential Equations, Steady State and Time Dependent Problems. SIAM, 2007.CrossRefGoogle Scholar
[9]Pedlosky, J.. Geophysical Fluid Dynamics. Springer: New York, 1987.CrossRefGoogle Scholar
[10]Poje, A. C., Jones, D .A., and Margolin, L. G.. Enslaved finite difference approximations for quasgeostrophic shallow flows. Physica D, 98 (1996), 559573.CrossRefGoogle Scholar
[11]Salman, H., Kuzetsov, L., Jones, C. K. R. T., and Ide, K.. A method for assimilating La-grangian data into a shallow-water equation ocean model. Mon. Weather Rev., 134 (2006) 10811101.CrossRefGoogle Scholar
[12]Sheu, C.-W. and Osher, S.. Efficient implementation of essential non-oscillatory shock-capturing schemes. J. Comput, Physics., 77 (1988), 439471.CrossRefGoogle Scholar
[13]Sheu, C.-W. and Osher, S.. Efficient implementation of essential non-oscillatory shock-capturing schemes II. J. Comput, Physics., 83 (1989), 3278.CrossRefGoogle Scholar
[14]Smolarkiewicz, P. K.. A fully multidimensional positive definite advection transport algorithm with small implicit diffusion. J. Comput. Phys., 54 (1984), 325362.CrossRefGoogle Scholar
[15]Smolarkiewicz, P. K. and Margolin, L. G.. On forward-in-time differencing for fluid. Monthly Weather Rev., 121 (1993), 18491859.2.0.CO;2>CrossRefGoogle Scholar
[16]Smolarkiewicz, P. K. and Margolin, L. G.. MPDATA: A finite-difference solver for geophysical flows. J. Comput. Phys., 140 (1998), 459480.CrossRefGoogle Scholar
[17]Sweby, P. K.High resolution schemes using flux limiters for hyperbolic conservation laws. SIAM, Numer. Anal., 21(5) (1984), 9951011.CrossRefGoogle Scholar
[18]Xu, Z. and Shu, C.-W.. Anti-diffusion finite difference WENO methods for shallow water with transport of pollutant. J. Comput. Math., 24 (2006), 239251.Google Scholar
[19]Yoshida, H.. Construction of higher order symplectic integrators. Physics Letters A, 150(5-7):262?268, (1990).CrossRefGoogle Scholar
[20]Zalesak, S. T.. Fully multidimensional flux-corrected transport algorithms for fluids. J. Comput. Phys., 31 (1979), 335362.CrossRefGoogle Scholar