Comparative Study on Breaking Waves Interaction with Vertical Wall Retrofitted with Recurved Parapet in Small and Large Scale

IF 0.9 4区 工程技术 Q4 ENGINEERING, CIVIL
S. Saincher, V. Sriram, R. Ravindar, S. Yan, D. Stagonas, S. Schimmels, Zhihua Xie, M. Benoit, W. Benguigui, M. Teles, Fabien Robaux, C. Peyrard, Andreas Asiikkis, C. Frantzis, A. Vakis, D. Grigoriadis, Qian Li, Q. Ma, Ningbo Zhang, Kaiyuan Zheng, Xizeng Zhao, Xiao Hu, Shuling Chen, Songtao Chen, Qing-jie Meng, Weiwen Zhao, D. Wan
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引用次数: 1

Abstract

This paper presents the ISOPE-2022 conference comparative study on the interaction between breaking waves and a vertical wall with a recurved parapet. The experiments, on the basis of which the comparative study has been conducted, were carried out at small scale (1:8) in the Department of Ocean Engineering, IIT Madras, as well as at large scale (1:1) in the Großer Wellenkanal (GWK), Hannover. The paper discusses the qualitative and quantitative comparisons between 10 different numerical solvers from various universities across the world. The numerical solvers presented in this paper are the recent state of the art in the field; some are commercial, and some have been developed in-house by various academic institutes. The participating codes have been benchmarked for their ability to capture interactions between the incident waves and waves reflected from the seawall. The codes have also been benchmarked for their ability to replicate multiple loading cycles, in time domain, evaluated at selected pressure probe locations over the vertical wall and recurved parapet. The same pressure-time histories have also been compared in the frequency domain to evaluate the solvers’ capability to capture the multitude of harmonics characterizing the impact load. Furthermore, the values of peak impact pressure over five loading cycles have been compared to assess the overall robustness of the codes in simulating repeated impact events at model and prototype scales.
大、小比例线上加装弯墙的竖墙破碎波相互作用的比较研究
本文介绍了ISOPE-2022会议上破碎波与具有弯曲胸墙的垂直墙相互作用的比较研究。在进行比较研究的基础上,在IIT马德拉斯海洋工程系进行了小规模(1:8)实验,并在汉诺威Großer Wellenkanal (GWK)进行了大规模(1:1)实验。本文讨论了来自世界各地不同大学的10种不同数值解的定性和定量比较。本文提出的数值求解方法是该领域的最新技术;有些是商业化的,有些是由各种学术机构在内部开发的。参与的代码已经对其捕获入射波和从海堤反射的波之间相互作用的能力进行了基准测试。该规范还对其在时域内复制多个加载周期的能力进行了基准测试,并在垂直墙和弯曲胸墙上的选定压力探头位置进行了评估。同样的压力-时间历史也在频域进行了比较,以评估求解器捕捉表征冲击载荷的大量谐波的能力。此外,还比较了五个加载周期的峰值冲击压力值,以评估代码在模型和原型尺度上模拟重复冲击事件时的总体鲁棒性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Offshore and Polar Engineering
International Journal of Offshore and Polar Engineering ENGINEERING, CIVIL-ENGINEERING, OCEAN
CiteScore
2.00
自引率
0.00%
发文量
44
审稿时长
>12 weeks
期刊介绍: The primary aim of the IJOPE is to serve engineers and researchers worldwide by disseminating technical information of permanent interest in the fields of offshore, ocean, polar energy/resources and materials engineering. The IJOPE is the principal periodical of The International Society of Offshore and Polar Engineers (ISOPE), which is very active in the dissemination of technical information and organization of symposia and conferences in these fields throughout the world. Theoretical, experimental and engineering research papers are welcome. Brief reports of research results or outstanding engineering achievements of likely interest to readers will be published in the Technical Notes format.
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