{"title":"Probabilistic landslide-generated impulse waves estimation in mountain reservoirs, a case study","authors":"Hangsheng Ma, Huanling Wang, Hongjuan Shi, Weiya Xu, Jing Hou, Weiwei Wu, Wei-Chau Xie","doi":"10.1007/s10064-024-04003-2","DOIUrl":null,"url":null,"abstract":"<div><p>Landslide-generated impulse waves (LGIWs) in mountain reservoirs pose serious threats to dam safety. In this paper, the potential LGIWs hazard induced by the ZJ landslide is studied by combining a hybrid SPH-SWEs method and LSTM networks. The hybrid SPH-SWEs method is used to investigate the evolution process of LGIWs, including landslide sliding, impulse wave generation, wave propagation, and running up on the dam. The map of the maximum water level is obtained. Subsequently, 49 calculation samples with different sliding velocities and failure volumes are established using the hybrid model. Based on the numerical samples, the sensitivity of sliding velocities and failure volume on the runup height on the dam is studied, and a LSTM surrogate model is trained to conduct the probabilistic analysis. The results show that the LGIWs is significantly influenced by topography. The influence of sliding velocity on the runup height on the dam surface is greater than that of the failure volume in this case study. The runup height on the dam surface is concentrated between 5.9 m and 7.5 m with a percentage of 84%. The results demonstrate that the combination of the SPH-SWEs method and the LSTM surrogate model can effectively carry out the probabilistic estimation of LGIWs in mountain reservoirs. This study provides technical support for disaster prevention associated with the ZJ landslide and presents a valuable method for assessing the risk of LGIWs.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"83 12","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2024-11-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-024-04003-2","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
Abstract
Landslide-generated impulse waves (LGIWs) in mountain reservoirs pose serious threats to dam safety. In this paper, the potential LGIWs hazard induced by the ZJ landslide is studied by combining a hybrid SPH-SWEs method and LSTM networks. The hybrid SPH-SWEs method is used to investigate the evolution process of LGIWs, including landslide sliding, impulse wave generation, wave propagation, and running up on the dam. The map of the maximum water level is obtained. Subsequently, 49 calculation samples with different sliding velocities and failure volumes are established using the hybrid model. Based on the numerical samples, the sensitivity of sliding velocities and failure volume on the runup height on the dam is studied, and a LSTM surrogate model is trained to conduct the probabilistic analysis. The results show that the LGIWs is significantly influenced by topography. The influence of sliding velocity on the runup height on the dam surface is greater than that of the failure volume in this case study. The runup height on the dam surface is concentrated between 5.9 m and 7.5 m with a percentage of 84%. The results demonstrate that the combination of the SPH-SWEs method and the LSTM surrogate model can effectively carry out the probabilistic estimation of LGIWs in mountain reservoirs. This study provides technical support for disaster prevention associated with the ZJ landslide and presents a valuable method for assessing the risk of LGIWs.
期刊介绍:
Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces:
• the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations;
• the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change;
• the assessment of the mechanical and hydrological behaviour of soil and rock masses;
• the prediction of changes to the above properties with time;
• the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.