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Explicit Finite-Difference Methods

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Computational Hydraulics
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Abstract

If you restrict yourself to using the same grid points as those in section 4.2, a general explicit method can be written as

$$\frac{{c_j^{n + 1} - \frac{1}{2}\alpha \left( {c_{j + 1}^n + c_{j - 1}^n} \right) - \left( {1 - \alpha } \right)c_j^n}}{{\Delta t}} + u\frac{{c_{j + 1}^n - c_{j - 1}^n}}{{2\Delta x}} = 0$$
((5.1))

where α is a free parameter that can be manipulated for stability and accuracy. An exercise for this chapter shows that this is indeed a general method for approximation of the simple-wave equation without a decay term. If α=1, you get the method of Lax; therefore the general case can be called a modified Lax method. The difference equation used in section 4.2 is a special case α=0.

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© 1989 Springer-Verlag Berlin Heidelberg

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Vreugdenhil, C.B. (1989). Explicit Finite-Difference Methods. In: Computational Hydraulics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-95578-5_5

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  • DOI: https://doi.org/10.1007/978-3-642-95578-5_5

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-50606-5

  • Online ISBN: 978-3-642-95578-5

  • eBook Packages: Springer Book Archive

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