2013
DOI: 10.1017/jfm.2013.425
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Steady gravity waves due to a submerged source

Abstract: In the low-Froude-number limit, free-surface gravity waves caused by flow past a submerged obstacle have amplitude that is exponentially small. Consequently, these cannot be represented using an asymptotic series expansion. Steady linearized flow past a submerged source is considered, and exponential asymptotic methods are applied to determine the behaviour of the free-surface gravity waves. The free surface is found to contain longitudinal and transverse waves that switch on rapidly across curves known as Sto… Show more

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Cited by 17 publications
(57 citation statements)
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“…This provides us with the means to check the accuracy of our approximation. We can compare the amplitude of the asymptotic results with those of numerically-calculated free surface profiles, calculated using an adaption of the method described [36].…”
Section: Results and Comparisonmentioning
confidence: 99%
See 3 more Smart Citations
“…This provides us with the means to check the accuracy of our approximation. We can compare the amplitude of the asymptotic results with those of numerically-calculated free surface profiles, calculated using an adaption of the method described [36].…”
Section: Results and Comparisonmentioning
confidence: 99%
“…Unsteady free-surface flow, such as the unsteady gravity wave problem considered in [37], does contain three interacting contributions (exponentially small steady and transient ripples, and algebraic effects); hence, higher-order Stokes lines must play a role in the solution. It is therefore not sufficient to find the ordinary Stokes lines in this problem, as the Stokes structure would be incorrect.…”
Section: Methodsmentioning
confidence: 99%
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“…These Stokes lines emerge from singularities in the analytical continuation of the leading order term and typically intersect the part of the complex plane corresponding to the physical problem of interest (which is the real axis in many problems, but the unit circle in our problem). Note that this method has been successfully applied to a variety of problems in fluid mechanics, including two-and three-dimensional water waves [13,37,38,39,40,57,58]. Finally, the third key idea is that of selection.…”
Section: Introductionmentioning
confidence: 99%