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dc.contributor.authorWade SLen
dc.contributor.authorBinder BJen
dc.contributor.authorMattner TWen
dc.contributor.authorDenier JPen
dc.date.issued2017
dc.identifier.urihttps://hdl.handle.net/2123/30922
dc.description.abstractIn this work, we compute steep forced solitary wave solutions for the problem of free-surface flow over a localised topographic disturbance in an otherwise flat horizontal channel bottom. A single forced solitary wave and a double-crested forced solitary wave solution are shown to exist, both of which approach the Stokes limiting configuration of an included angle of 120∘ and a stagnation point at the wave crests. The solution space for the topographically forced problem is compared to that found in Wade et al. [“On the free-surface flow of very steep forced solitary waves,” J. Fluid Mech. 739, 1–21 (2014)], who considered forcing due to a localised distribution of pressure applied to the free surface. The main feature that differentiates the two types of forcing is an additional solution that exists in the pressure-forced problem, a steep wave with a cusp at a single wave crest. Our numerical results suggest that this cusped-wave solution does not exist in the topographically forced problem.en
dc.publisherPhysics of Fluidsen
dc.rightsOther
dc.titleSteep waves in free-surface flow past narrow topographyen
dc.typeArticleen
dc.identifier.doidoi.org/10.1063/1.4986262
usyd.facultyFaculty of Medicine and Health, The Daffodil Centreen


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