Role of sediment entrainment in the flash-flood to debris-flow transition during cascading landslide dam failures
文献类型:期刊论文
| 作者 | Liu, Jialin4,5; Zhou, Gordon G. D.3,4,5; Xie, Yunxu4,5; Cui, Kahlil F. E.4,5; Lu, Xueqiang4,5; Peng, Ming2; Zhong, Wei4,5; Bossi, Giulia1 |
| 刊名 | ENGINEERING GEOLOGY
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| 出版日期 | 2026-03-26 |
| 卷号 | 364页码:12 |
| 关键词 | Debris flow Cascading failure Landslide dams Amplification effect |
| ISSN号 | 0013-7952 |
| DOI | 10.1016/j.enggeo.2026.108614 |
| 英文摘要 | Intense rainfall can produce rapid inflows that overtop or erode landslide dams, triggering cascading failures that entrain large volumes of sediment. This process rapidly transforms the floods into dense debris flows, whose size and destructive potential grow as they travel downstream. Therefore, understanding the mechanisms of cascading failure is crucial for flood risk assessment and disaster mitigation in mountainous areas. This study uses flume experiments and numerical simulations to investigate the transition of rapid floods into debris flows during the cascading failure of four landslide dams. Results show that successive dam breaches increase sediment entrainment, transforming the initial water flow into a dense debris flow. Numerical simulations incorporating erosion and entrainment reproduce the experimental results and reveal that hydrodynamic parameters-velocity, shear stress, and discharge-can increase by up to threefold after successive dam breaches. This amplification persists even when the upstream reservoir volume is low, sustained by a feedback mechanism in which higher velocity increases shear stress, which accelerates erosion and sediment entrainment. The resulting rise in flow density further enhances shear stress, creating a cycle that amplifies discharge. Conversely, when sediment entrainment is neglected, this positive feedback loop is suppressed, leading to a significant reduction in the amplification effect. These findings enhance our understanding of scale amplification by cascading failure, and provide a scientific basis for debris flow mitigation strategies in mountainous areas. |
| WOS关键词 | CENTRAL SCHEMES ; AUGUST 2010 ; SIMULATION ; AMPLIFICATION ; ERODIBILITY ; MECHANISMS ; DEPOSITION ; DISCHARGE ; EROSION |
| 资助项目 | National Natural Science Foundation of China[U24A20618] ; National Natural Science Foundation of China[42501105] ; National Natural Science Foundation of China[12572471] ; Sichuan Science and Technology Program[2024NSFJQ0043] ; Sichuan Science and Technology Program[2026NSFSC1114] ; State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University[SKHL2308] |
| WOS研究方向 | Engineering ; Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:001692299800001 |
| 出版者 | ELSEVIER |
| 资助机构 | National Natural Science Foundation of China ; Sichuan Science and Technology Program ; State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University |
| 源URL | [http://ir.imde.ac.cn/handle/131551/59527] ![]() |
| 专题 | 中国科学院水利部成都山地灾害与环境研究所 |
| 通讯作者 | Zhou, Gordon G. D.; Xie, Yunxu |
| 作者单位 | 1.CNR, Res Inst Geohydrol Protect CNR IRPI, I-35127 Padua, Italy 2.Tongji Univ, Coll Civil Engn, Dept Geotech Engn, Key Lab Geotech & Underground Engn,Minist Educ, Shanghai 200092, Peoples R China 3.CAS HEC, China Pakistan Joint Res Ctr Earth Sci, Chengdu, Peoples R China 4.Univ Chinese Acad Sci, Beijing 100000, Peoples R China 5.Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Engn Resilience, Chengdu 610000, Peoples R China |
| 推荐引用方式 GB/T 7714 | Liu, Jialin,Zhou, Gordon G. D.,Xie, Yunxu,et al. Role of sediment entrainment in the flash-flood to debris-flow transition during cascading landslide dam failures[J]. ENGINEERING GEOLOGY,2026,364:12. |
| APA | Liu, Jialin.,Zhou, Gordon G. D..,Xie, Yunxu.,Cui, Kahlil F. E..,Lu, Xueqiang.,...&Bossi, Giulia.(2026).Role of sediment entrainment in the flash-flood to debris-flow transition during cascading landslide dam failures.ENGINEERING GEOLOGY,364,12. |
| MLA | Liu, Jialin,et al."Role of sediment entrainment in the flash-flood to debris-flow transition during cascading landslide dam failures".ENGINEERING GEOLOGY 364(2026):12. |
入库方式: OAI收割
来源:成都山地灾害与环境研究所
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