Abstract
The problem of gravity waves in a fluid over a sloping beach has long received much attention. Waves propagating on the horizontal free surface in both directions, parallel to as well as perpendicular to the shore line were discussed in the frame of a linearized theory leading to solutions expressed in a closed form, for any frequency and any value of the slope of the beach [1], [2]. The method devised in [1] was subsequently improved and successfully applied to many other physical problems which require solving Helmholtz equation in a sector with appropriate conditions on the boundaries (edge waves [3], waves in an open channel of variable depth [4], sustained oscillations in porous media [5], diffraction of internal waves by a wedge [6]).
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References
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Dedicated to Paul M. Naghdi on the occasion of his 70th birthday
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© 1995 Birkhäuser Verlag Basel/Switzerland
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Roseau, M. (1995). Water waves over a sloping beach in a rotating frame. In: Casey, J., Crochet, M.J. (eds) Theoretical, Experimental, and Numerical Contributions to the Mechanics of Fluids and Solids. Birkhäuser Basel. https://doi.org/10.1007/978-3-0348-9229-2_31
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DOI: https://doi.org/10.1007/978-3-0348-9229-2_31
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