理想红树林的波浪流体力学和衰减:大尺度物理和数值模拟

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Hai Van Dang , Tori Tomiczek , Hyoungsu Park , Sungwon Shin , Daniel T. Cox
{"title":"理想红树林的波浪流体力学和衰减:大尺度物理和数值模拟","authors":"Hai Van Dang ,&nbsp;Tori Tomiczek ,&nbsp;Hyoungsu Park ,&nbsp;Sungwon Shin ,&nbsp;Daniel T. Cox","doi":"10.1016/j.coastaleng.2025.104809","DOIUrl":null,"url":null,"abstract":"<div><div>Mangroves play a crucial role in mitigating coastal flooding, protecting shorelines, and enhancing coastal hazard resilience. While numerous studies have investigated the protective performance of mangroves against tsunami-like waves, the effectiveness of <em>Rhizophora</em> mangrove forests, characterized by their complex prop-root systems, has not been thoroughly quantified. Thus, a series of prototype-scale experiments were conducted to evaluate the protective performance of an idealized <em>Rhizophora</em> mangrove forest with a moderate cross-shore width against flooding scenarios. Additionally, a computational fluid dynamics (CFD) model using OpenFOAM was carried out and validated utilizing laboratory experiments to provide a detailed understanding of the hydrodynamic interactions between tsunami-like waves and mangrove elements. The study further examines the influence of wave parameters and mangrove properties on wave attenuation coefficients. The results indicate that increases in the water depths generally lead to a reduction in the wave attenuation coefficient. While increasing incident wave height resulted in an increase in the water attenuation coefficient in the shallow water depth, as the water depth increases, the impact of incident wave height on wave attenuation tends to be reduced. Moreover, mangrove configurations with higher stem density exhibit significantly greater wave attenuation, with higher stem density attenuation coefficients up to 3.5 times those found in lower density configurations. The study also investigates the relationship of dimensionless parameters derived from wave and mangrove parameters on wave attenuation coefficient, employing Multivariate Non-Linear Regression (MNLR) and prediction models based on machine learning, including Deep Neural Networks (DNN), Support Vector Regression (SVR), and eXtreme Gradient Boosting (XGBoost). While an empirical equation developed using the MNLR method showed a strong correlation (R<sup>2</sup> = 0.86), the DNN model outperformed the other prediction algorithms, demonstrating superior accuracy in predicting wave attenuation coefficients (R<sup>2</sup> = 0.97). Furthermore, the DNN model was used to evaluate the relative importance of each influencing parameter, revealing that the density and cross-shore width of the mangrove forest are the dominant variables, contributing 47% and 30%, respectively, to the wave attenuation coefficient.</div></div>","PeriodicalId":50996,"journal":{"name":"Coastal Engineering","volume":"201 ","pages":"Article 104809"},"PeriodicalIF":4.5000,"publicationDate":"2025-06-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Wave hydrodynamics and attenuation in idealized mangrove forest: Large-scale physical and numerical modeling\",\"authors\":\"Hai Van Dang ,&nbsp;Tori Tomiczek ,&nbsp;Hyoungsu Park ,&nbsp;Sungwon Shin ,&nbsp;Daniel T. Cox\",\"doi\":\"10.1016/j.coastaleng.2025.104809\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Mangroves play a crucial role in mitigating coastal flooding, protecting shorelines, and enhancing coastal hazard resilience. While numerous studies have investigated the protective performance of mangroves against tsunami-like waves, the effectiveness of <em>Rhizophora</em> mangrove forests, characterized by their complex prop-root systems, has not been thoroughly quantified. Thus, a series of prototype-scale experiments were conducted to evaluate the protective performance of an idealized <em>Rhizophora</em> mangrove forest with a moderate cross-shore width against flooding scenarios. Additionally, a computational fluid dynamics (CFD) model using OpenFOAM was carried out and validated utilizing laboratory experiments to provide a detailed understanding of the hydrodynamic interactions between tsunami-like waves and mangrove elements. The study further examines the influence of wave parameters and mangrove properties on wave attenuation coefficients. The results indicate that increases in the water depths generally lead to a reduction in the wave attenuation coefficient. While increasing incident wave height resulted in an increase in the water attenuation coefficient in the shallow water depth, as the water depth increases, the impact of incident wave height on wave attenuation tends to be reduced. Moreover, mangrove configurations with higher stem density exhibit significantly greater wave attenuation, with higher stem density attenuation coefficients up to 3.5 times those found in lower density configurations. The study also investigates the relationship of dimensionless parameters derived from wave and mangrove parameters on wave attenuation coefficient, employing Multivariate Non-Linear Regression (MNLR) and prediction models based on machine learning, including Deep Neural Networks (DNN), Support Vector Regression (SVR), and eXtreme Gradient Boosting (XGBoost). While an empirical equation developed using the MNLR method showed a strong correlation (R<sup>2</sup> = 0.86), the DNN model outperformed the other prediction algorithms, demonstrating superior accuracy in predicting wave attenuation coefficients (R<sup>2</sup> = 0.97). Furthermore, the DNN model was used to evaluate the relative importance of each influencing parameter, revealing that the density and cross-shore width of the mangrove forest are the dominant variables, contributing 47% and 30%, respectively, to the wave attenuation coefficient.</div></div>\",\"PeriodicalId\":50996,\"journal\":{\"name\":\"Coastal Engineering\",\"volume\":\"201 \",\"pages\":\"Article 104809\"},\"PeriodicalIF\":4.5000,\"publicationDate\":\"2025-06-16\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Coastal Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0378383925001140\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Coastal Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0378383925001140","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

红树林在减轻沿海洪水、保护海岸线和增强沿海灾害抵御能力方面发挥着至关重要的作用。虽然有许多研究调查了红树林对海啸样波浪的保护性能,但以其复杂的支撑根系统为特征的根藻红树林的有效性尚未得到彻底的量化。因此,进行了一系列原型规模的实验,以评估具有中等跨岸宽度的理想根藻红树林对洪水情景的保护性能。此外,利用OpenFOAM进行了计算流体动力学(CFD)模型,并利用实验室实验进行了验证,以详细了解海啸样波浪与红树林元素之间的流体动力学相互作用。研究进一步探讨了波浪参数和红树林特性对波浪衰减系数的影响。结果表明,随着水深的增加,波浪衰减系数普遍减小。随着入射波高的增加,浅水深度的水衰减系数增大,但随着水深的增加,入射波高对波衰减的影响有减小的趋势。此外,高茎密度的红树林配置表现出更大的波衰减,其茎密度衰减系数高达低密度配置的3.5倍。利用多元非线性回归(MNLR)和基于机器学习的预测模型,包括深度神经网络(DNN)、支持向量回归(SVR)和极端梯度增强(XGBoost),研究了波浪和红树林参数的无量纲参数与波浪衰减系数的关系。虽然使用MNLR方法开发的经验方程显示出很强的相关性(R2 = 0.86),但DNN模型优于其他预测算法,在预测波浪衰减系数方面表现出更高的准确性(R2 = 0.97)。此外,利用DNN模型对各影响参数的相对重要性进行了评估,发现红树林的密度和跨岸宽度是主要变量,分别对波浪衰减系数贡献47%和30%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Wave hydrodynamics and attenuation in idealized mangrove forest: Large-scale physical and numerical modeling
Mangroves play a crucial role in mitigating coastal flooding, protecting shorelines, and enhancing coastal hazard resilience. While numerous studies have investigated the protective performance of mangroves against tsunami-like waves, the effectiveness of Rhizophora mangrove forests, characterized by their complex prop-root systems, has not been thoroughly quantified. Thus, a series of prototype-scale experiments were conducted to evaluate the protective performance of an idealized Rhizophora mangrove forest with a moderate cross-shore width against flooding scenarios. Additionally, a computational fluid dynamics (CFD) model using OpenFOAM was carried out and validated utilizing laboratory experiments to provide a detailed understanding of the hydrodynamic interactions between tsunami-like waves and mangrove elements. The study further examines the influence of wave parameters and mangrove properties on wave attenuation coefficients. The results indicate that increases in the water depths generally lead to a reduction in the wave attenuation coefficient. While increasing incident wave height resulted in an increase in the water attenuation coefficient in the shallow water depth, as the water depth increases, the impact of incident wave height on wave attenuation tends to be reduced. Moreover, mangrove configurations with higher stem density exhibit significantly greater wave attenuation, with higher stem density attenuation coefficients up to 3.5 times those found in lower density configurations. The study also investigates the relationship of dimensionless parameters derived from wave and mangrove parameters on wave attenuation coefficient, employing Multivariate Non-Linear Regression (MNLR) and prediction models based on machine learning, including Deep Neural Networks (DNN), Support Vector Regression (SVR), and eXtreme Gradient Boosting (XGBoost). While an empirical equation developed using the MNLR method showed a strong correlation (R2 = 0.86), the DNN model outperformed the other prediction algorithms, demonstrating superior accuracy in predicting wave attenuation coefficients (R2 = 0.97). Furthermore, the DNN model was used to evaluate the relative importance of each influencing parameter, revealing that the density and cross-shore width of the mangrove forest are the dominant variables, contributing 47% and 30%, respectively, to the wave attenuation coefficient.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:604180095
Book学术官方微信