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An experimental study on hydrodynamic process, beach profile, and sand migration in swash zone under action of dam-break bore

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成果类型:
期刊论文
作者:
Deng, B.;Zhang, W.;Tang, H. S.;Jiang, C. B.;Liu, X. J.
通讯作者:
Tang, H.S.
作者机构:
[Deng, B.; Jiang, C. B.; Zhang, W.] Changsha Univ Sci & Technol, Sch Hydraul & Environm Engn, Changsha 410114, Peoples R China.
[Deng, B.; Jiang, C. B.] Key Lab Water Sediment Sci & Water Disaster Preve, Changsha 410114, Peoples R China.
[Tang, H. S.] CUNY City Coll, Civil Engn Dept, 160 Convent Ave, New York, NY 10031 USA.
[Liu, X. J.] Pearl River Hydraul Res Inst, Guangzhou 510611, Peoples R China.
通讯机构:
[H.S. Tang] C
Civil Engineering Department, The City College of New York, 160 Convent Avenue, New York 10031, United States
语种:
英文
关键词:
Bedform;Dam-break bore;Fractal dimension;Hydraulic jump;Sand migration;Swash zone
期刊:
Applied Ocean Research
ISSN:
0141-1187
年:
2022
卷:
129
页码:
103391
基金类别:
This work is sponsored by the National Natural Science Foundation of China (Nos. 51979015 and 51839002 ). Partial support comes from the Natural Science Foundation of Hunan Province, China (No. 2021JJ30707 ), the Science and Technology Innovation Program of Hunan Province, China (Nos. 2020RC3037 and 20hnkj019 ), and National Key Research and Devolopment Program of China (No. 2021YFB2601100 ).
机构署名:
本校为第一机构
院系归属:
水利工程学院
摘要:
This study makes an experimental study on hydrodynamics and sediment driven by dam-break waves in swash zones of three sandy beaches. The experiment adopts three beaches: a 1:10 uniform-sand beach, a 1:10 non-uniform-sand beach, and a 1:35 non-uniform-sand beach. This paper reports its measurements on swash water depth, morphology, bedload, and migration of sand particles. It also analyzes the hydraulic jump and sandbar, sorting and sedimentology characteristics, and fractal dimension of bedform. The analysis indicates that the uniformness of sand particle sizes plays an important role in hydr...

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