{"title":"预测波浪起伏的机器学习算法比较分析","authors":"Ahmet Durap","doi":"10.1007/s44218-023-00033-7","DOIUrl":null,"url":null,"abstract":"<div><p>The present study uses nine machine learning (ML) methods to predict wave runup in an innovative and comprehensive methodology. Unlike previous investigations, which often limited the factors considered when applying ML methodologies to predict wave runup, this approach takes a holistic perspective. The analysis takes into account a comprehensive range of crucial coastal parameters, including the 2% exceedance value for runup, setup, total swash excursion, incident swash, infragravity swash, significant wave height, peak wave period, foreshore beach slope, and median sediment size. Model performance, interpretability, and practicality were assessed. The findings from this study showes that linear models, while valuable in many applications, proved insufficient in grasping the complexity of this dataset. On the other hand, we found that non-linear models are essential for achieving accurate wave runup predictions, underscoring their significance in the context of the research. Within the framework of this examination, it was found that wave runup is affected by median sediment size, significant wave height, and foreshore beach slope. Coastal engineers and managers can utilize these findings to design more resilient coastal structures and evaluate the risks posed by coastal hazards. To improve forecast accuracy, the research stressed feature selection and model complexity management. This research proves machine learning algorithms can predict wave runup, aiding coastal engineering and management. These models help build coastal infrastructure and predict coastal hazards.</p><h3>Graphical Abstract</h3>\n<div><figure><div><div><picture><source><img></source></picture></div></div></figure></div></div>","PeriodicalId":100098,"journal":{"name":"Anthropocene Coasts","volume":"6 1","pages":""},"PeriodicalIF":1.6000,"publicationDate":"2023-12-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s44218-023-00033-7.pdf","citationCount":"0","resultStr":"{\"title\":\"A comparative analysis of machine learning algorithms for predicting wave runup\",\"authors\":\"Ahmet Durap\",\"doi\":\"10.1007/s44218-023-00033-7\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>The present study uses nine machine learning (ML) methods to predict wave runup in an innovative and comprehensive methodology. 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Within the framework of this examination, it was found that wave runup is affected by median sediment size, significant wave height, and foreshore beach slope. Coastal engineers and managers can utilize these findings to design more resilient coastal structures and evaluate the risks posed by coastal hazards. To improve forecast accuracy, the research stressed feature selection and model complexity management. This research proves machine learning algorithms can predict wave runup, aiding coastal engineering and management. 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引用次数: 0
摘要
本研究采用九种机器学习(ML)方法,以创新和全面的方法预测海浪上升。以往的研究在应用 ML 方法预测海浪上升时,往往只考虑有限的因素。分析时考虑了一系列重要的沿岸参数,包括 2%的径流超标值、设置、总斜 冲偏移、入射斜波、次重力斜波、显著波高、波峰周期、前滩坡度和沉积物中位粒径。对模型的性能、可解释性和实用性进行了评估。研究结果表明,线性模型虽然在许多应用中很有价值,但在把握该数据集的复杂性方面却显得不足。另一方面,我们发现非线性模型对于实现精确的海浪上升预测至关重要,这突出了非线性模型在研究中的重要性。在这一研究框架内,我们发现波浪上升受沉积物中位尺寸、显著波高和前滩海滩坡度的影响。海岸工程师和管理人员可以利用这些发现,设计出更有弹性的海岸结构,并评估海岸灾害带来的风险。为了提高预测准确性,研究强调了特征选择和模型复杂性管理。这项研究证明,机器学习算法可以预测海浪上升,为海岸工程和管理提供帮助。这些模型有助于建设海岸基础设施和预测海岸灾害。
A comparative analysis of machine learning algorithms for predicting wave runup
The present study uses nine machine learning (ML) methods to predict wave runup in an innovative and comprehensive methodology. Unlike previous investigations, which often limited the factors considered when applying ML methodologies to predict wave runup, this approach takes a holistic perspective. The analysis takes into account a comprehensive range of crucial coastal parameters, including the 2% exceedance value for runup, setup, total swash excursion, incident swash, infragravity swash, significant wave height, peak wave period, foreshore beach slope, and median sediment size. Model performance, interpretability, and practicality were assessed. The findings from this study showes that linear models, while valuable in many applications, proved insufficient in grasping the complexity of this dataset. On the other hand, we found that non-linear models are essential for achieving accurate wave runup predictions, underscoring their significance in the context of the research. Within the framework of this examination, it was found that wave runup is affected by median sediment size, significant wave height, and foreshore beach slope. Coastal engineers and managers can utilize these findings to design more resilient coastal structures and evaluate the risks posed by coastal hazards. To improve forecast accuracy, the research stressed feature selection and model complexity management. This research proves machine learning algorithms can predict wave runup, aiding coastal engineering and management. These models help build coastal infrastructure and predict coastal hazards.