2012
DOI: 10.1017/s0956792512000022
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Free surface flow past topography: A beyond-all-orders approach

Abstract: The problem of steady subcritical free surface flow past a submerged inclined step is considered. The asymptotic limit of small Froude number is treated, with particular emphasis on the effect that changing the angle of the step face has on the surface waves. As demonstrated by Chapman & Vanden-Broeck, (2006) Exponential asymptotics and gravity waves. J. Fluid Mech. 567, 299-326, the divergence of a power series expansion in powers of the square of the Froude number is caused by singularities in the analytic c… Show more

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Cited by 38 publications
(60 citation statements)
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(84 reference statements)
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“…If not, then which ones produce the smallest waves? For the case of potential flow over a submerged obstruction, waveless configurations are certainly possible, as was demonstrated by Lustri, McCue & Binder (2012) and Hocking, Holmes & Forbes (2012), but the same question for surface-piercing ships of general form remains open. Certainly, there are notable difficulties in studying this problem.…”
Section: Introductionmentioning
confidence: 92%
“…If not, then which ones produce the smallest waves? For the case of potential flow over a submerged obstruction, waveless configurations are certainly possible, as was demonstrated by Lustri, McCue & Binder (2012) and Hocking, Holmes & Forbes (2012), but the same question for surface-piercing ships of general form remains open. Certainly, there are notable difficulties in studying this problem.…”
Section: Introductionmentioning
confidence: 92%
“…Such topographies have been considered by King & Bloor (1987), Chapman & Vanden-Broeck (2006), Lustri et al (2012), others. In this case, (2.8) and (2.4) yields…”
Section: Boundary Integral Formulation and Geometrical Examplesmentioning
confidence: 99%
“…3,4,7,32,44,45 Upstream and downstream from the step, the bottom topography is horizontal ( = 0), while typically the step itself consists of a constant gradient segment connecting the 2 depths (see Figure 7A for a raised 90 • step). 3,4,7,32,44,45 Upstream and downstream from the step, the bottom topography is horizontal ( = 0), while typically the step itself consists of a constant gradient segment connecting the 2 depths (see Figure 7A for a raised 90 • step).…”
Section: Flow Over a 90 • Stepmentioning
confidence: 99%