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Localisation of Rayleigh–Bloch waves and damping of resonant loads on arrays of vertical cylinders

Published online by Cambridge University Press:  20 January 2017

Luke G. Bennetts*
Affiliation:
School of Mathematical Sciences, University of Adelaide, Adelaide, SA 5005, Australia
Malte A. Peter
Affiliation:
Institute of Mathematics, University of Augsburg, 86135 Augsburg, GermanyAugsburg Centre for Innovative Technologies, University of Augsburg, 86135 Augsburg, Germany
Fabien Montiel
Affiliation:
Department of Mathematics and Statistics, University of Otago, Dunedin 9054, New Zealand
*
†Email address for correspondence: luke.bennetts@adelaide.edu.au

Abstract

Linear potential-flow theory is used to study loads imposed on finite line arrays of rigid, bottom-mounted, surface-piercing, vertical cylinders by surface water waves. Perturbations in the cylinder locations are shown to damp the resonant loads experienced by the unperturbed array. A relationship is established between the damping and the phenomenon of Anderson localisation. Specifically, the Rayleigh–Bloch waves responsible for the resonant loads are shown to attenuate along the array when perturbations are introduced, resulting in localisation when the attenuation rate is sufficiently large with respect to the array length. Further, an efficient solution method for line arrays is introduced that captures the Rayleigh–Bloch wave modes supported by unperturbed arrays from the scattering characteristics of an individual cylinder.

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Type
Papers
Copyright
© 2017 Cambridge University Press 
Figure 0

Figure 1.Schematics of the geometry considered by Maniar & Newman (1997) and others, providing the unperturbed geometry for this study: (a) cross-sectional side view; and (b) plan view.

Figure 1

Figure 2.Maximum normalised in-line load on a 100-cylinder array produced by a plane incident wave at head-on incidence, with cylinder-radius-to-spacing ratio $a/d=0.25$, for an unperturbed array ($\unicode[STIX]{x1D700}=0$, –), and the means of ensembles of 100 randomly generated realisations of perturbed arrays, using perturbation strengths $\unicode[STIX]{x1D700}=0.1$ ($\ast$), $\unicode[STIX]{x1D700}=0.2$ (○) and $\unicode[STIX]{x1D700}=0.4$ ($+$).

Figure 2

Figure 3.(a) Schematic of region $\unicode[STIX]{x1D6FA}$ defined in (2.1), and corresponding incident and scattered fields, as defined in (2.2) and (2.7b), respectively. (b) Integration contour $\unicode[STIX]{x1D6E4}_{-}$ (–) in the complex plane, as defined in (2.3), and sampled points used for numerical approximation (●, see § 2.2).

Figure 3

Figure 4.Spectrum of transfer matrix $\unicode[STIX]{x1D64B}$, defined in (2.18), for $a/d=0.25$ at the resonant frequency for the 100-cylinder array, $kd/\unicode[STIX]{x03C0}\approx 0.88535$. (a) Eigenvalues $\unicode[STIX]{x1D706}$ in the complex plane, with eigenvalues supporting head-on incidence in the positive $x$-direction, $\exp (\text{i}kd)$, and the Rayleigh–Bloch mode propagating in the positive $x$-direction, $\exp (\text{i}\unicode[STIX]{x1D6FD}_{0}d)$, indicated. (b) The moduli of the corresponding eigenfunctions associated with rightward propagating/decaying motions, $v_{kd+}$ and $v_{\unicode[STIX]{x1D6FD}_{0}d+}$, respectively, as functions of the spectral parameter $\unicode[STIX]{x1D712}$.

Figure 4

Figure 5.Schematic plan view of the perturbed geometry.

Figure 5

Figure 6.(a) As in figure 2 but for a Rayleigh–Bloch ambient incident wave. (b) Corresponding indices of the cylinders experiencing the maximum loads.

Figure 6

Figure 7.Example realisations of load profiles on 100-cylinder arrays for $a/d=0.25$, $kd/\unicode[STIX]{x03C0}\approx 0.88535$, and (a) no perturbation, (b) perturbation strength $\unicode[STIX]{x1D700}=0.01$, and (c) $\unicode[STIX]{x1D700}=0.2$.

Figure 7

Figure 8.Eigenvalues of matrix $\unicode[STIX]{x1D648}^{(n)}$, given in (4.4), corresponding to rightward-propagating (a,b) and leftward-propagating (c,d) Rayleigh–Bloch modes for $a/d=0.25$, $kd/\unicode[STIX]{x03C0}\approx 0.88535$ and $\unicode[STIX]{x1D700}=0.2$. (a,c) Real parts of the natural logarithms of the modes (phases) and (b,d) imaginary parts (attenuation), calculated as means of an ensemble of 500 simulations (○). Straight-line fits (–) used to extract the Rayleigh–Bloch wavenumbers are overlaid.

Figure 8

Figure 9.(a,c) Phase changes of perturbed Rayleigh–Bloch wavenumbers relative to the unperturbed wavenumbers, as functions of disorder strength for $a/d=0.25$ and $kd/\unicode[STIX]{x03C0}\approx 0.88535$. (b,d) Corresponding attenuation rates. (a,b) Results for the rightward-propagating/attenuating Rayleigh–Bloch mode, and (c,d) results for the leftward-propagating/attenuating mode. Results are calculated using a 100-cylinder array (▫) and a 200-cylinder array (▪).

Figure 9

Figure 10.(a) Maximum load (–) and load on the first cylinder (– - –), caused by a rightward-propagating Rayleigh–Bloch ambient incident wave on a 200-cylinder array for $a/d=0.25$ and $kd/\unicode[STIX]{x03C0}\approx 0.88535$, as functions of disorder. (b) A corresponding load-profile realisation for $\log _{10}\unicode[STIX]{x1D700}=-2$ (●), and the profile for the unperturbed problem with $kd/\unicode[STIX]{x03C0}\approx 0.88532$ (○). (c) As in (b) but for $\log _{10}\unicode[STIX]{x1D700}=-1.25$ (●) and $kd/\unicode[STIX]{x03C0}\approx 0.88487$ (○).