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Scattering of gravity waves by a periodically structured ridge of finite extent

Published online by Cambridge University Press:  21 May 2019

Agnès Maurel*
Affiliation:
Institut Langevin, ESPCI ParisTech, CNRS UMR 7587, 1 rue Jussieu, 75005 Paris, France
Kim Pham
Affiliation:
IMSIA, ENSTA ParisTech – CNRS – EDF – CEA, Université Paris-Saclay, 828 Bd des Maréchaux, 91732 Palaiseau, France
Jean-Jacques Marigo
Affiliation:
Lab. de Mécanique des Solides, Ecole Polytechnique, Route de Saclay, 91120 Palaiseau, France
*
†Email address for correspondence: agnes.maurel@espci.fr

Abstract

We study the propagation of water waves over a ridge structured at the subwavelength scale using homogenization techniques able to account for its finite extent. The calculations are conducted in the time domain considering the full three-dimensional problem to capture the effects of the evanescent field in the water channel over the structured ridge and at its boundaries. This provides an effective two-dimensional wave equation which is a classical result but also non-intuitive transmission conditions between the region of the ridge and the surrounding regions of constant immersion depth. Numerical results provide evidence that the scattering properties of a structured ridge can be strongly influenced by the evanescent fields, a fact which is accurately captured by the homogenized model.

Information

Type
JFM Papers
Copyright
© 2019 Cambridge University Press 
Figure 0

Figure 1.Scattering by a structured ridge of finite extent (computed numerically). The region $(0,L)$ contains $N=15$ layers alternating $h^{-}=0.05$ of relative thickness $\unicode[STIX]{x1D709}=0.1$ and $h^{+}=1$ (the spacing is $\ell =1$); outside the ridge, $h=1$. The incident wave comes from the left at incidence $\unicode[STIX]{x1D703}=50^{\circ }$ and frequency $\unicode[STIX]{x1D714}\sqrt{h/g}=0.4$. (a) The free surface elevation ($\unicode[STIX]{x1D711}_{\mathit{num}}(x,y,0)$), (b) field of the potential in a vertical section $\unicode[STIX]{x1D711}_{\mathit{num}}(x,0,z)$ and (c) profile of the free surface elevation $\unicode[STIX]{x1D711}_{\mathit{num}}(x,0,0)$.

Figure 1

Figure 2.(a) Actual problem of gravity waves over a structured ridge, equation (2.1). (b) Effective problem, equation (2.2) with an anisotropic $(h_{x},h_{y})$ ridge and transmission condition (2.5) at the end boundaries $x=0$, $L$ with the regions of constant depth $h$.

Figure 2

Figure 3.Homogenization in the bulk. On the left, the ridge of finite extent in $(x,y,z)$ coordinates ($\boldsymbol{r}=(x,y)$). On the right, the unit cell $\unicode[STIX]{x1D6FA}$ in rescaled in $(x_{\mathit{r}},z_{\mathit{r}})$ coordinates, with $h^{\ast }(x_{\mathit{r}})=h(x/\unicode[STIX]{x1D700})/\ell$.

Figure 3

Figure 4.Example of field $\unicode[STIX]{x1D6F7}(x_{\mathit{r}},z_{\mathit{r}})$ solution of (3.18) in the unit cell $\unicode[STIX]{x1D6FA}$ ($h^{+}/\ell =1$, $h^{-}/\ell =0.3$ and $\unicode[STIX]{x1D709}=0.4$).

Figure 4

Figure 5.Asymptotic analysis at the end boundary of the structured ridge. On the left, we zoom in on the vicinity of the boundary at $x=0$. On the right, the elementary cell $\unicode[STIX]{x1D654}$ in $(x_{\mathit{r}}^{\prime },z_{\mathit{r}})$ coordinates is infinite along $x_{\mathit{r}}^{\prime }$, with $h^{\ast }(x_{\mathit{r}}^{\prime })=h(x/\ell )/\ell$, $x_{\mathit{r}}^{\prime }\in (-\infty ,+\infty )$.

Figure 5

Figure 6.The inner region in ($x_{\mathit{r}}^{\prime },z_{\mathit{r}}$) coordinates. The matching conditions are written for $x_{m}^{\prime }\rightarrow \infty$; $\unicode[STIX]{x1D6FF}$ is the distance from the origin of $x_{\mathit{r}}^{\prime }$ and the first zero of $\unicode[STIX]{x1D6F7}$.

Figure 6

Figure 7.(a) Example of field $\unicode[STIX]{x1D6F9}(x_{\mathit{r}}^{\prime },z_{\mathit{r}})$ satisfying the elementary problem (4.17). (b) Illustration of the extension of transition effects due to evanescent field, with a resulting coefficient ${\mathcal{B}}=1.08$ in (4.18).

Figure 7

Figure 8.Typical variations of $h_{x}$, (a) $h_{x}$ against $\unicode[STIX]{x1D709}$ for different $\ell$ ($h^{-}\!=0.05$,$h^{+}=1$); blue plain lines show $h_{x}$ computed numerically and dotted red lines the estimate in (5.1). Dashed grey lines show $\langle h^{-1}\rangle ^{-1}$ and $\langle h\rangle$; (b) $h_{\mathit{x}0}={h_{x}}_{|\unicode[STIX]{x1D709}=0}$ against $\ell$ ($h^{-}=0.05$).

Figure 8

Figure 9.Variations of ${\mathcal{B}}$ and ${\mathcal{C}}$ against $x_{\mathit{e}}$; we used $h=2$, $h^{-}=0.05$, $\unicode[STIX]{x1D709}=0.1$$\ell =2$, and $h^{+}=0.06$, 0.1 and 1. For ${\mathcal{B}}$ the plain lines show ${\mathcal{B}}$ computed numerically and the dashed lines show the approximate expression in (5.4) (here ${\mathcal{B}}_{0}(h/h^{-})=2.10$).

Figure 9

Figure 10.Accuracy of the different models; (a) to (c) report $\unicode[STIX]{x1D711}(x,y)$ to be compared with $\unicode[STIX]{x1D711}_{\mathit{num}}(x,y,0)$ in figure 1(a) and the profile $\unicode[STIX]{x1D711}(x,0)$ (dashed line) along with $\unicode[STIX]{x1D711}_{\mathit{num}}(x,0,0)$ (plain blue line). (a) Two-step shallow water model, with $h_{x}=\langle h^{-1}\rangle ^{-1}$ and $\unicode[STIX]{x27E6}\unicode[STIX]{x1D711}\unicode[STIX]{x27E7}=\unicode[STIX]{x27E6}D\unicode[STIX]{x27E7}=0$. (b) First-order model, with $h_{x}$ corrected, equation (2.3), and $\unicode[STIX]{x27E6}\unicode[STIX]{x1D711}\unicode[STIX]{x27E7}=\unicode[STIX]{x27E6}D\unicode[STIX]{x27E7}=0$). (c) Second-order model, with $h_{x}$ corrected and $\unicode[STIX]{x27E6}\unicode[STIX]{x1D711}\unicode[STIX]{x27E7}$, $\unicode[STIX]{x27E6}D\unicode[STIX]{x27E7}$ from (2.5).

Figure 10

Figure 11.Influence of the layers terminating a ridge of extent $L=36.4$ ($h^{+}=1$, $h^{-}=0.05$, $h=2$, $\unicode[STIX]{x1D709}=0.1$ and $\ell =4$). The three panels correspond to different layer arrangements at the entrance (see inset, with $x_{\mathit{e}}$ defined in figure 9). (a) Reflection coefficient against $\unicode[STIX]{x1D703}$, $R_{\mathit{num}}$ from direct numerics (blue plain lines) and $R$ from the model at order 1 (dashed grey lines) and from the model at order 2 (dashed black lines). (b) Corresponding fields at incidence $\unicode[STIX]{x1D703}=40^{\circ }$; for comparison, $\unicode[STIX]{x1D711}_{\mathit{num}}$ is shown for $y>0$ and $\unicode[STIX]{x1D711}$ from the model at second order for $y<0$. The frequency is $\unicode[STIX]{x1D714}\sqrt{h/g}=0.07$.

Figure 11

Figure 12.(a) Variations of $R_{\mathit{num}}$ and $R$ in the model at first and second orders against $x_{\mathit{e}}$ and $\unicode[STIX]{x1D703}$ in colour scale. (b) Corresponding variations of the parameters (${\mathcal{B}},{\mathcal{C}}$) against $x_{\mathit{e}}$ (index $e$ refers to the ridge entrance at $o$ to the ridge exit).

Figure 12

Figure 13.Convergence of the models at orders 1 and 2 by means of $|R_{\mathit{num}}-R|$ against $\unicode[STIX]{x1D700}=k\ell$ at various incidences (and $N=10$).