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Erosion-Seepage System (ESS) for Flow-Induced Soil Erosion Rate with Seepage

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成果类型:
期刊论文
作者:
Zhang, Yuhuan;Cui, Lin;Jeng, Dong-Sheng;Wang, Zheng;Zhai, Hualing
通讯作者:
Jeng, DS
作者机构:
[Zhang, Yuhuan; Jeng, DS; Jeng, Dong-Sheng; Cui, Lin; Wang, Zheng] Qingdao Univ Technol, Coll Civil Engn, Qingdao 266033, Peoples R China.
[Jeng, DS; Jeng, Dong-Sheng] Griffith Univ Gold Coast Campus, Sch Engn & Built Environm, Southport, Qld 4222, Australia.
[Zhai, Hualing] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410004, Peoples R China.
通讯机构:
[Jeng, DS ] Q
Qingdao Univ Technol, Coll Civil Engn, Qingdao 266033, Peoples R China.
Griffith Univ Gold Coast Campus, Sch Engn & Built Environm, Southport, Qld 4222, Australia.
语种:
英文
关键词:
sediment incipient motion;critical shear stress;erosion rate;erosion-seepage system;seepage
期刊:
Journal of Marine Science and Engineering
ISSN:
2077-1312
年:
2025
卷:
13
期:
1
基金类别:
National Natural Science Foundation of China; Shandong Province Natural Science Foundation youth project [ZR2023QE190]; Shandong Provincial High-Level Talent Workstation; [52271281]; [52401331]
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
Critical shear stress and erosion rate are two key factors for the prediction of the incipient motion of sediment and the transport of sediment. Seabed seepage can significantly alter the pore pressure gradient within the soil and the hydrodynamics around the surface of the seabed, further affecting erosion processes. Previous studies attempted to theoretically clarify the effect of the seepage force on sediment incipient motion. In this study, a newly designed erosion-seepage system (ESS) that considers the effect of seepage under steady or oscillatory flow is used to simulate the erosion pro...

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