Abstract
The scattering of plane surface waves by bottom undulations in a three-layer channel of different constant densities is investigated here by using a simplified perturbation analysis. In such a three layer fluid there exists waves of two different modes propagate along each of the interfaces. In the process of obtaining solution for the problem a Fourier transform technique is employed to derive the first-order corrections of the reflection and transmission coefficients in terms of integrals involving the shape function representing the bottom elevation. For sinusoidal undulations, these coefficients are plotted graphically to illustrate the energy transfer between the waves of different modes induced by the bottom undulations. It is shown that the scattering phenomena effected by the change in different parameters, viz, the porous effect parameter, the number of ripple present at the bottom and the depth of the lower layer.
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References
Cadby JR, Linton CM (2000) Three dimensional water-waves scattering in two-layer fluid. J Fluid Mech 423:155–173
Chakrabarti A, Daripa P (2005) Hamsapriye, trapped modes in a channel containing three layers of fluids and a submerged cylinder. Z Angew Math Phys 56:1084–1097
Chakrabarti A, Sahoo T (1996) Reflection of water waves by a nearly vertical porous wall. J Aust Math Soc Ser B 37:417–429
Chamberlain PG, Porter D (2005) Wave scattering in a two-layer fluid of varying depth. J Fluid Mech 524:207–228
Chen MJ, Forbes LK (2008) Steady periodic waves in a three-layer fluid with shear in the middle layer. J Fluid Mech 594:157–181
Das D, Mandal BN (2005) A note on solution of the dispersion equation for small-amplitude internal waves. Arch Mech 57(6):493–501
Dolai DP, Mandal BN (1994) Oblique water wave diffraction by thin vertical barriers in water of uniform finite depth. Appl Ocean Res 16:195–203
Dolai DP, Mandal BN (1995) Oblique interface waves against a nearly vertical cliff in two superposed fluids. Proc Indian Natl Sci Acad A 61:53–72
Davies AG (1982) The reflection of wave energy by undulations in the seabed. Dyn Atmos Oceans 8:207–232
Gavrilov N, Ermanyuk E, Sturova I (1999) Scattering of internal waves by a circular cylinder submerged in a stratified fluid. In: Proceedings 22nd symposium on naval hydrodynamics, ONR, pp 907–919
Kashiwagi M, Ten I, Yasunaga M (2006) Hydrodynamics of a body floating in a two-layer fluid of finite depth. Part 2. Diffraction problem and wave-induced motions. J Mar Sci Technol 11:150–164
Lamb H (1932) Hydrodynamics, vol 2. Cambridge University Press, England, pp 18–62
Landau LD, Lifshitz EM (1989) Fluid mechanics. Pergamon Press, Oxford
Linton CM, McIver M (1995) The interaction of waves with horizontal cylinders in two-layer fluids. J Fluid Mech 304:213–229
Maiti P, Mandal BN (2006) Scattering of oblique wave by bottom undulations in a two-layer fluid. J Appl Math Comput 22(3):21–39
Maiti P, Mandal BN, Basu U (2009) Wave scattering by undulating bed topography in a two-layer ocean. J Mar Sci Appl 8:183–195
Mandal BN, Chakrabarti RN (1984) Singularities in a three-layered fluid medium. Indian Inst Sci 65(B):223–243
Mandal BN, Basu U (1993) Diffraction of interface waves by a bottom deformation. Arch Mech 45:271–277
Mandal BN, Basu U (1994) Oblique interface wave diffraction by a small bottom deformation in the presence of interfacial tension. Revue Roumaine des Sciences Techniques Series de Mecanique Appliquee 39:525–531
Mandal BN, Chakrabarti RN (1995) Potential due to a horizontal ring of wave sources in a two-fluid medium. Proc Indian Natl Sci Acad A 61:433–439
Mandal BN, Basu U (2004) Wave diffraction by a small elevation of the bottom of an ocean with an ice-cover. Arch Appl Mech 73:812–822
Martha SC, Bora SN, Chakrabarti A (2007) Oblique water-wave scattering by small undulation on a porous sea-bed. Appl Ocean Res 29:86–90
Mase H, Takeba K (1994) Bragg scattering of waves over porous rippled bed. In: Proceedings of the 24th international conference on coastal engineering (ICCE 94), ASCE, Kobe, pp 635–649
McKee WD (1996) Bragg resonances in a two-layer fluid. J Aust Math Soc B 37:334–345
Michallet H, Dias F (1999) Non-linear resonance between short and long waves. In: Proceedings of the 9th international offshore and polar engineering conference, vol 3, pp 193–198 (1999)
Mohapatra S, Bora SN (2012) Oblique water wave scattering by bottom undulation in a two-layer fluid flowing through a channel. J Mar Sci Appl 11:276–285
Panda S, Martha SC, Chakrabarti A (2015) Three layer fluid flow over a small obstruction on the bottom of a chennel. ANZIAM J 56(03):248–274
Paul S, De S (2014) Wave scattering by porous bottom undulation in a two layered channel. J Mar Sci Appl 13:355–361
Stokes GG (1847) On the theory of oscillatory waves, Transactions of Cambridge Philosophical Society, vol 8, pp 441–455 (Reprinted in Mathematical and Physical Papers, 1, 314–326. Cambridge University Press)
Sherief HH, Faltas MS, Saad EI (2003) Forced gravity waves in twolayered fluids with the upper fluid having a free surface. Can J Phys 81:675–689
Sherief HH, Faltas MS, Saad EI (2004) Axisymmetric gravity waves in two-layered fluids with the upper fluid having a free surface. Wave Motion 40:143–161
Sturova IV (1990) Scattering of internal waves caused by a moving object against periodic bottom topography. Izv Atmos Ocean Phys 26(7):555–560
Sturova IV (1994) Planar problem of hydrodynamic shaking of a submerged body in the presence of motion in a two-layered fluid. J Appl Mech Tech Phys 35(5):670–679
Sturova IV (1994) Plane problem of hydrodynamic rocking of a body submerged in a two Layer fluid without forward speed. Fluid Dyn 29:414–423
Sturova IV (1999) Problems of radiation and diffraction for a circular cylinder in a stratified fluid. Fluid Dyn 34:521–533
Taylor GI (1931) Effect of variation in density on the stability of superposed streams of fluid. Proc R Soc Lond Ser A 132:499–523
Ten I, Kashiwagi M (2004) Hydrodynamics of a body floating in a two-layer fluid of finite depth. Part 1. Radiation problem. J Mar Sci Technol 9:127–141
Zhu S (2001) Water waves within a porous medium on an undulating bed. Coast Eng 42(1):87–101
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Appendix
Appendix
1.1 Roots of the dispersion equation
We find the number of real and purely imaginary roots of the dispersion equation in a three layered finite depth water wave scattering by undulating porous bed given in Eq. (6). The dimensionless dispersion equation can be written as
where
where \(G_1=Ga\), \(K_1=Ka\), \(h_1=\frac{h}{a}\), \(h'_1=\frac{h'}{a}\), \(H_1=\frac{H}{a}\), a being the amplitude of the ripple.
The plot of the functions \(F_1(x)\) and \(F_2(x)\) are depicted in Fig. 23 for \(G_1=0.05\), \(K_1=0.3\), \(h_1=5\), \(h'_1=2\), \(H_1=5\), \(s_1=0.5\) and \(s_2=0.7\). Figure 23 showing the fact that, the equation have only two real roots given by ±0.870283 and ±1.70393.
Similarly, the pure imaginary roots of the dispersion equation (6) are shown in Fig. 24. In this case we take \(x=i\widehat{x}\) and plotting two curves as a function of \(\widehat{x}\) for the same values of the dimensionless parameters as in Fig. 23, where the functions \(\Gamma _1\) and \(\Gamma _2\) are given by
and
From Fig. 24 it is clear that these two curves intersect at infinitely many number of points and consequently, the dispersion equation has an infinite number of purely imaginary roots.
It is possible to show that no other root exists for dispersion equation (6) by using Rauche’s theorem (cf. Das and Mandal [6]).
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Paul, S., De, S. Wave scattering by uneven porous bottom in a three layered channel. J Mar Sci Technol 22, 533–545 (2017). https://doi.org/10.1007/s00773-016-0430-x
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DOI: https://doi.org/10.1007/s00773-016-0430-x