1982
DOI: 10.1017/s0022112082000160
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Free-surface flow over a semicircular obstruction

Abstract: The two-dimensional steady flow of a fluid over a semicircular obstacle on the bottom of a stream is discussed. A linearized theory is presented, along with a numerical method for the solution of the fully nonlinear problem. The nonlinear free-surface profile is obtained after solution of an integrodifferential equation coupled with the dynamic free-surface condition. The wave resistance of the semicircle is calculated from knowledge of the solution at the free surface.

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Cited by 164 publications
(199 citation statements)
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“…Solutions to the full nonlinear problem were obtained numerically by Forbes [8,9], who considered a semi-elliptical obstruction on the stream bed, and Forbes and Schwartz [12] and Vanden-Broeck [21], who computed nonlinear solutions for flow over a semicircular obstruction. Forbes [11] also computed hydraulic fall flows over a semi-circular obstruction, which were verified by comparison with the results of a laboratory experiment.…”
Section: Introductionmentioning
confidence: 99%
“…Solutions to the full nonlinear problem were obtained numerically by Forbes [8,9], who considered a semi-elliptical obstruction on the stream bed, and Forbes and Schwartz [12] and Vanden-Broeck [21], who computed nonlinear solutions for flow over a semicircular obstruction. Forbes [11] also computed hydraulic fall flows over a semi-circular obstruction, which were verified by comparison with the results of a laboratory experiment.…”
Section: Introductionmentioning
confidence: 99%
“…While the important point is that these are singularities of the complexified free surface, it happens that they are also singularities on the boundary of the physical flow field. For flows past curved bottom obstructions, such as flow past a semi-circle [18], there are no in-fluid angles greater than 2π/3, but we would still expect there to be exponentially small waves in the limit that the Froude number F → 0, suggesting there are Stokes lines that intersect the free surface. For these flows the relevant singularities of the complexified free surface may be off the real ξ-axis, although for some geometries it may not be obvious where they are located, or whether they are of the form treated in [12].…”
Section: Discussionmentioning
confidence: 97%
“…Within the linearised framework, the former is defined as having F > 1 and F * > 1, while the latter has either F < 1 and F * > 1 or F > 1 and F * < 1. For a further discussion on the three flow regimes, see [17,18], for example. )…”
Section: Introductionmentioning
confidence: 99%
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