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Fluctuation of magnitude of wave loads for a long array of bottom-mounted cylinders

Published online by Cambridge University Press:  11 April 2019

Xiaohui Zeng*
Affiliation:
Institute of Mechanics, Chinese Academy of Sciences, Beijing, 100190, China School of Engineering Science, University of Chinese Academy of Sciences, Beijing, 100049, China
Fajun Yu
Affiliation:
Institute of Mechanics, Chinese Academy of Sciences, Beijing, 100190, China School of Engineering Science, University of Chinese Academy of Sciences, Beijing, 100049, China
Min Shi
Affiliation:
Institute of Mechanics, Chinese Academy of Sciences, Beijing, 100190, China
Qi Wang
Affiliation:
Institute of Mechanics, Chinese Academy of Sciences, Beijing, 100190, China School of Engineering Science, University of Chinese Academy of Sciences, Beijing, 100049, China
*
†Email address for correspondence: zxh@imech.ac.cn

Abstract

For wave loads on cylinders constituting a long but finite array in the presence of incident waves, variations in the magnitude of the load with the non-dimensional wavenumber exhibit interesting features. Towering spikes and nearby secondary peaks (troughs) associated with trapped modes have been studied extensively. Larger non-trapped regions other than these two are termed Region III in this study. Studies of Region III are rare. We find that fluctuations in Region III are regular; the horizontal distance between two adjacent local maximum/minimum points, termed fluctuation spacing, is constant and does not change with non-dimensional wavenumbers. Fluctuation spacing is related only to the total number of cylinders in the array, identification serial number of the cylinder concerned and wave incidence angle. Based on the interaction theory and constructive/destructive interference, we demonstrate that the fluctuation characteristics can be predicted using simple analytical formulae. The formulae for predicting fluctuation spacing and the abscissae of every peak and trough in Region III are proposed. We reveal the intrinsic mechanism of the fluctuation phenomenon. When the diffraction waves emitted from the cylinders at the ends of the array and the cylinder concerned interfere constructively/destructively, peaks/troughs are formed. The fluctuation phenomenon in Region III is related to solutions of inhomogeneous equations. By contrast, spikes and secondary peaks are associated with solutions of the eigenvalue problem. This study of Region III complements existing understanding of the characteristics of the magnitude of wave load. The engineering significances of the results are discussed as well.

Information

Type
JFM Papers
Copyright
© 2019 Cambridge University Press 
Figure 0

Figure 1. Regions I, II and III for the curve of the variation of magnitude of wave load acting on the middle cylinder of an array consisting of 17 cylinders, with diameter-to-spacing ratio $a/d=1/6$. The incident waves propagate parallel to the array ($\unicode[STIX]{x1D6FD}=0$).

Figure 1

Figure 2. (a) Schematic diagram of a long finite array of cylinders and (b) the coordinate system.

Figure 2

Figure 3. Magnitudes of wave loads on the middle cylinder of four different arrays consisting of 11, 21, 31 and 51 cylinders in head waves ($\unicode[STIX]{x1D6FD}=0$). The diameter-to-spacing ratio $a/d=1/4$.

Figure 3

Figure 4. Magnitudes of wave loads acting on cylinders 1, 6, 13 and 17 of an array ($N=21$) in head waves ($\unicode[STIX]{x1D6FD}=0$). The diameter-to-spacing ratio $a/d=1/4$.

Figure 4

Figure 5. Measured value of fluctuation spacing $\widetilde{\unicode[STIX]{x1D6E5}}_{0}^{N,k}$ for the $k$th cylinder of an array consisting of $N$ cylinders in head waves ($\unicode[STIX]{x1D6FD}=0$).

Figure 5

Figure 6. Fluctuation spacings of $|A_{n}^{k}|$, $|{\text{}_{c}D}_{n}^{k}|$, $|{\text{}_{l}D}_{n}^{k}|$, $|{\text{}_{la}D}_{n}^{k}|$ and ${\mathcal{D}}_{n}^{k}$ for different Fourier modes $n$ against non-dimensional wavenumber $Kd/\unicode[STIX]{x03C0}$. Here $N=101,k=1,\unicode[STIX]{x1D6FD}=0$ and $a/d=1/4$.

Figure 6

Figure 7. (a) Numerical values of $\widetilde{\unicode[STIX]{x1D709}}(\unicode[STIX]{x1D705})$, $\sqrt{(\unicode[STIX]{x1D709}_{1}^{\unicode[STIX]{x03C0}})^{2}+(\unicode[STIX]{x1D709}_{2}^{\unicode[STIX]{x03C0}})^{2}}$, $\unicode[STIX]{x1D70F}_{1}(\unicode[STIX]{x1D705})$, $\unicode[STIX]{x1D70F}_{2}(\unicode[STIX]{x1D705})$, ${\mathcal{D}}_{n}^{k}(\unicode[STIX]{x1D705})-\widetilde{\unicode[STIX]{x1D709}}(\unicode[STIX]{x1D705})$ and ${\mathcal{D}}_{n}^{k}(\unicode[STIX]{x1D705})$. (b) Values of $Kd/\unicode[STIX]{x03C0}$ corresponding to each local maximum point for ${\mathcal{D}}_{n}^{k}(\unicode[STIX]{x1D705})$, ${\mathcal{D}}_{n}^{k}(\unicode[STIX]{x1D705})-\widetilde{\unicode[STIX]{x1D709}}(\unicode[STIX]{x1D705})$, $\unicode[STIX]{x1D70F}_{2}(\unicode[STIX]{x1D705})$ and $\unicode[STIX]{x1D70F}_{1}(\unicode[STIX]{x1D705})$. Here $N=21,k=11$ and $n=1$.

Figure 7

Figure 8. Comparisons of $\unicode[STIX]{x1D70F}_{1}(\unicode[STIX]{x1D705})$ and $\unicode[STIX]{x1D70F}(\unicode[STIX]{x1D705})$: (a) $N-k=4$, (b) $N-k=10$ and (c) $N-k=20$.

Figure 8

Figure 9. (a) Schematic diagram of $\unicode[STIX]{x1D6FE}(\unicode[STIX]{x1D705})$, $\unicode[STIX]{x1D712}(\unicode[STIX]{x1D705})$ and their multiple intersections in interval $2\unicode[STIX]{x03C0}\unicode[STIX]{x1D705}\in [0,\unicode[STIX]{x03C0}]$. (b) Partially enlarged view of upper branches of (a). (c) Partially enlarged view of (b).

Figure 9

Figure 10. (a) Comparisons of measured value $\widetilde{\unicode[STIX]{x1D6E5}}_{0}^{N,k}$ with predicted value $\unicode[STIX]{x1D6E5}_{0}^{N,k}$ given by formula (3.37) for arrays consisting of 11, 21, 51 or 101 cylinders in head waves ($\unicode[STIX]{x1D6FD}=0$). The diameter-to-spacing ratio $a/d=1/4$. (b) Comparisons of the results given by formula (3.37) with the experimental and computational results of a cylinder array of another arrangement ($16\times 4$ array of truncated cylinders).

Figure 10

Figure 11. Five scenarios of the curve of magnitude of wave load on the $k$th cylinder (A–E) and the corresponding results of FFT analysis (a–e). Here $N=301$ and $a/d=1/4$.

Figure 11

Table 1. Examples for different scenarios when $\unicode[STIX]{x1D6FD}\neq 0$. The fluctuation spacings shown here are 1000 times the real values. Spacings $\unicode[STIX]{x1D6E5}_{\unicode[STIX]{x1D6FD},ds}^{N,k}$ and $\unicode[STIX]{x1D6E5}_{\unicode[STIX]{x1D6FD},us}^{N,k}$ are obtained using formulae (3.51) and (3.52). Spacings $\widetilde{\unicode[STIX]{x1D6E5}}_{\unicode[STIX]{x1D6FD},ds}^{N,k}$ and $\widetilde{\unicode[STIX]{x1D6E5}}_{\unicode[STIX]{x1D6FD},us}^{N,k}$ are obtained by measuring curves in figure 11(A–D). Spacings $\bar{\unicode[STIX]{x1D6E5}}_{\unicode[STIX]{x1D6FD},ds}^{N,k}$ and $\bar{\unicode[STIX]{x1D6E5}}_{\unicode[STIX]{x1D6FD},us}^{N,k}$ are obtained using results of FFT analysis for figure 11(A–E), as shown in figure 11(a–e).

Figure 12

Figure 12. Curved surface for fluctuation spacing obtained using formulae (3.51) and (3.52), where $N=301$.

Figure 13

Figure 13. Schematic diagram of constructive/destructive interference of diffraction waves in head waves.

Figure 14

Figure 14. Schematic diagram of constructive interference in oblique waves. (a) Contributions of cylinders upstream of cylinder $k$. (b) Contributions of cylinders downstream of cylinder $k$.

Figure 15

Figure 15. Schematic diagram of propagation path of wave incidence and diffraction. (a) Contributions of cylinders downstream of the $k$th cylinder in head waves ($\unicode[STIX]{x1D6FD}=0$). (b) Contributions of cylinders downstream of the $k$th cylinder in oblique waves ($\unicode[STIX]{x1D6FD}\neq 0$). (c) Contributions of cylinders upstream of the $k$th cylinder in oblique waves ($\unicode[STIX]{x1D6FD}\neq 0$).

Figure 16

Figure 16. Comparisons of measured values of $\widetilde{R}_{p(s)}/\unicode[STIX]{x1D706}$, $\widetilde{R}_{v(s)}/\unicode[STIX]{x1D706}$, $\widetilde{R}_{p(s)}^{\unicode[STIX]{x1D6FD}}/\unicode[STIX]{x1D706}$ and $\widetilde{R}_{v(s)}^{\unicode[STIX]{x1D6FD}}/\unicode[STIX]{x1D706}$ and the values of $R_{p(s)}/\unicode[STIX]{x1D706}$, $R_{v(s)}/\unicode[STIX]{x1D706}$, $R_{p(s)}^{\unicode[STIX]{x1D6FD}}/\unicode[STIX]{x1D706}$ and $R_{v(s)}^{\unicode[STIX]{x1D6FD}}/\unicode[STIX]{x1D706}$ predicted using formulae (4.39), (4.40), (4.54) and (4.55): (a) $N=51,k=26,\unicode[STIX]{x1D6FD}=0,a/d=1/4$; (b) $N=301$, $k=90$, $\unicode[STIX]{x1D6FD}=\unicode[STIX]{x03C0}/3$, $a/d=1/4$.