IMA Journal of Applied Mathematics Advance Access originally published online on October 24, 2007
IMA Journal of Applied Mathematics 2008 73(1):254-273; doi:10.1093/imamat/hxm049
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Influence of rapid changes in a channel bottom on free-surface flows
School of Mathematical Sciences, University of Adelaide, Adelaide 5005, Australia
Centre de Mathématiques et de Leurs Applications, Ecole Normale Supérieure de Cachan, UniverSud, 61 Avenue President Wilson, F-94230 Cachan, France

School of Mathematics, University of East Anglia, Norwich NR4 7TJ, UK
Email: j.vanden-broeck{at}uea.ac.uk. Present address: Department of Mathematics, University College London, Gover Street, London WC1E 6BT, UK
Received on January 26, 2007; Accepted on June 1, 2007
Two-dimensional non-linear free-surface flows in a channel bounded below by an uneven bottom with rapid changes are considered. Numerical solutions are computed by a boundary integral equation method similar to that first introduced by King & Bloor (1987, J. Fluid Mech., 182, 193–208). Free-surface flows past localized disturbances, steps and sluice gates are calculated. In addition, weakly non-linear solutions are discussed.
Keywords: free-surface flow; boundary integral equation method; potential flow.