A Stable Implementation of a Well-posed 2-D Curvilinear Shallow Water Equations with No-Penetration Wall and Far-Field Boundary conditions
Reindorf N. Borkor, Magnus Svard, Adu Sakyi, Peter, Amoako-Yirenkyi

TL;DR
This paper develops a stable, high-order numerical scheme for 2-D shallow water equations with complex boundary conditions, improving flood prediction accuracy and stability in urban flood risk management.
Contribution
It extends well-posedness analysis to include wall boundaries and develops a stable SBP scheme with boundary conditions for non-cartesian domains.
Findings
Achieved theoretical second, third, and fourth-order convergence rates.
Demonstrated stable boundary condition implementation with no visible reflections.
Successfully applied to flood-related scenarios like river channels and dam-break problems.
Abstract
This paper presents a more stable implementation and a highly accurate numerical tool for predicting flooding in urban areas. We started with the (linearised) well-posedness analysis by [1], where far-field boundary conditions were proposed but extended their analysis to include wall boundaries. Specifically, high-order Summation-by-parts (SBP) finite-difference operators were employed to construct a scheme for the Shallow Water Equations. Subsequently, a stable SBP scheme with Simultaneous Approximation Terms that imposes both far-field and wall boundaries was developed. Finally, we extended the schemes and their stability proofs to non-cartesian domains. To demonstrate the strength of the schemes, computations for problems with exact solutions were performed and a theoretical design-order with second-, third- and fourth (2,3,4) convergence rates obtained. Finally, we apply the…
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Taxonomy
TopicsFlood Risk Assessment and Management · Meteorological Phenomena and Simulations · Advanced Numerical Methods in Computational Mathematics
