2015
DOI: 10.1134/s1061920815020041
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Water waves trapped by thin submerged cylinders: Exact solutions

Abstract: Exact solutions of the linear water-wave problem describing oblique water waves trapped by a submerged horizontal cylinder of small (but otherwise arbitrary) cross-section are constructed in the form of a convergent series in powers of the small parameter characterizing the "thinness" of the cylinder. The terms of this series are expressed through the solutions of the exterior Neumann problem for the Laplace equation describing the flow of unbounded fluid past the cylinder.

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Cited by 4 publications
(14 citation statements)
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“…In all our considerations, α , β , k , a , b are fixed numbers; we do not investigate, for example, the limit α →0 (see Nazarov et al) since this limit is singular. We note only that does not pass into the corresponding formula for the one‐layer case since for α = 0 the part of the continuous spectrum corresponding to the interval ( λ 1 , λ 2 ) simply disappears.…”
Section: Formulation and Main Resultsmentioning
confidence: 96%
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“…In all our considerations, α , β , k , a , b are fixed numbers; we do not investigate, for example, the limit α →0 (see Nazarov et al) since this limit is singular. We note only that does not pass into the corresponding formula for the one‐layer case since for α = 0 the part of the continuous spectrum corresponding to the interval ( λ 1 , λ 2 ) simply disappears.…”
Section: Formulation and Main Resultsmentioning
confidence: 96%
“…The procedure of obtaining the system for ϕ , ψ and θ is quite standard (one has to calculate the limit for as ( x , y ) tends to a point of the boundary, cf Romero Rodríguez and Zhevandrov and Garibay and Zhevandrov). Using the formulas for the Fourier transform of the function K 0 and its derivative, one finally comes to the following system for trueϕ˜, trueψ˜ and θ (we omit these tedious calculations): trueψ˜+αβλebτtrueψ˜=εππM4false(p,tfalse)θfalse(tfalse)0.1emdt, ebτtrueϕ˜+1λfalse(11βτλτ+λfalse)trueψ˜=εππM5false(p,tfalse)θfalse(tfalse)0.1emdt, θ+trueM^1θ=M2false(t,pfalse)trueϕ˜false(pfalse)0.1emdp+M3false(t,pfalse)trueψ˜false(pfalse)0.1emdp, where M2(t,p)=12πλ+ττe(aεY(t))τ+iεpX(t), M3…”
Section: Exact Solution and The Proof Of Theorem 21mentioning
confidence: 99%
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