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A mechanistic evaluation of the local Bloch wave approximation in graded arrays of vertical barriers

Published online by Cambridge University Press:  18 July 2023

Ben Wilks*
Affiliation:
Department of Mathematics and Statistics, University of Otago, PO Box 56, Dunedin 9054, New Zealand
Fabien Montiel
Affiliation:
Department of Mathematics and Statistics, University of Otago, PO Box 56, Dunedin 9054, New Zealand
Sarah Wakes
Affiliation:
Department of Mathematics and Statistics, University of Otago, PO Box 56, Dunedin 9054, New Zealand
*
†Email address for correspondence: wilbe612@student.otago.ac.nz

Abstract

Wave interaction with graded metamaterials exhibits the phenomenon of rainbow reflection, in which broadband wave signals slow down and separate into their frequency components before being reflected. This phenomenon has been qualitatively understood by describing the wave field in the metamaterial using the local Bloch wave approximation (LBWA), which locally represents the wave field as a superposition of propagating wave solutions in the cognate infinite periodic media (so-called Bloch waves). We evaluate the performance of the LBWA quantitatively in the context of two-dimensional linear water-wave scattering by graded arrays of surface-piercing vertical barriers. To do this, we implement the LBWA numerically so that the Bloch waves in one region of the graded array are coupled to Bloch waves in adjacent regions. This coupling is computed by solving the scattering of Bloch waves across the interface between two semi-infinite arrays of vertical barriers, where the barriers in each semi-infinite array can have different submergence depths. Our results suggest that the LBWA accurately predicts the free surface amplitude across a wide range of frequencies, except those just above the cutoff frequencies associated with each of the vertical barriers in the array. This highlights the importance of decaying Bloch modes above the cutoff in rainbow reflection.

Information

Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2023. Published by Cambridge University Press.
Figure 0

Figure 1.A schematic of the geometry of the problem of two coupled semi-infinite arrays of surface-piercing vertical barriers in a fluid of finite depth.

Figure 1

Figure 2.The effect of frequency on the transmission of Bloch waves from the left semi-infinite array to the right semi-infinite array. The submergence depth of the barriers in the right semi-infinite array is fixed at $d^+=5$ m, while the submergence depth of the barriers in the left semi-infinite array ranges from $d^-=1$ m to $d^-=5$ m. The perfect transmission indicated by the curve for $d^+=d^-$ provides validation for the method of coupling two semi-infinite arrays – see the discussion in § 3.1 for further details. When $d^-=0$ m, the problem reduces to scattering by a single semi-infinite array – the corresponding transmission curve is also included.

Figure 2

Figure 3.Validation of the LBWA for a finite array of vertical barriers for which $N=50$ and $d^{(n)}=5$ m for all $0\leq n\leq N$. Panel (a) displays the absolute error of the reflection coefficient. Panel (b) contrasts the absolute value of the free surface elevation computed using the LBWA (blue line) and using the semianalytic method (red line) at the angular frequency $\omega =1.2$ s$^{-1}$. The $x$-coordinates of the vertical barriers are marked with dashed black lines.

Figure 3

Figure 4.The absolute error of the reflection coefficient for arrays of vertical barriers parameterised by (a) ${\rm \Delta} d=1$ m, (b) ${\rm \Delta} d=0.5$ m and (c) ${\rm \Delta} d=0.25$ m. The cutoff frequencies $\omega ^{(n)}$ are indicated with dashed vertical lines. Specifically, these are the cutoff frequencies for an infinite array of vertical barriers with spacing $W$ and submergence $d^{(n)}$, for $0\leq n \leq N$.

Figure 4

Figure 5.The free surface elevation in the graded array of vertical barriers with grading parameter ${\rm \Delta} d=0.25$ m and angular frequencies (a) $\omega =1.341$ s$^{-1}$ and (b) $\omega =1.343$ s$^{-1}$. A complete description of the array geometry is provided in § 4.3. The elevation curves were computed using the semianalytic method (red line) and our implementation of the LBWA (blue line). The positions of the vertical barriers (i.e. $x=nW$ for $0\leq n \leq N$) are marked with dashed black lines and the position of the turning point (i.e. $x=pW$) is marked with a solid black line.

Figure 5

Figure 6.As for figure 5 but with ${\rm \Delta} d = 1$ m.

Figure 6

Figure 7.The free surface elevation in the graded array of vertical barriers described by (4.7). As in figure 5, the elevation curves were computed using the semianalytic method (red line) and our implementation of the LBWA (blue line). The positions of the vertical barriers are marked with dashed black lines and the position of the turning point is marked with a solid black line.

Figure 7

Figure 8.Plots showing (a) the real part of $q$ and (b) the imaginary part of $q$ as functions of the angular frequency.

Figure 8

Figure 9.Generalised eigenvalues of (2.10) for the infinite array of vertical barriers with $d=5$ m and $W=2$ m at (a) $\omega =1.2$ s$^{-1}$, (b) $\omega =1.34$ s$^{-1}$ and (c) $\omega =1.344$ s$^{-1}$. The values $\exp (\pm \mathrm {i} q W)$ are marked with red dots and all other eigenvalues are marked with blue dots. The unit circle is marked with a dashed black line.