Numerical investigation of coastal profile evolution under effect of submerged flexible vegetation by XBeach wave model

被引:0
|
作者
Wang, Yiran [1 ]
Yin, Kai [1 ]
Xu, Sudong [1 ]
Gong, Shangpeng [1 ]
Li, Mingxuan [1 ]
机构
[1] Southeast Univ, Sch Transportat, Dept Port Waterway & Coastal Engn, Nanjing 211189, Peoples R China
基金
中国国家自然科学基金;
关键词
Flexible vegetation; Beach profile evolution; XBeach; Numerical simulation; SALT MARSHES; SUSPENDED SEDIMENT; STORM-SURGE; ATTENUATION; BEACH; TRANSPORT; DYNAMICS; RECOVERY; IMPACTS; FLATS;
D O I
10.1016/j.ocemod.2024.102441
中图分类号
P4 [大气科学(气象学)];
学科分类号
0706 ; 070601 ;
摘要
Vegetation communities distributed in coastal zones and offshore wetlands are important compositions for sand stabilization and stability of the ecosystem. This paper studies the impact of flexible vegetation on beach profile evolution by constructing an XBeach numerical model. Firstly, the mathematical model of flexible vegetation beach is established based on the generalized vegetation parameters. The XBeach numerical model is validated by the wave flume experiment to prove that a semi-empirical equation of flexible vegetation drag coefficient is valid in beach profile evolution. Then, the numerical model is used to study the beach profile evolution with flexible vegetation under different wave parameters and summarize the corresponding laws. Finally, the differences between flexible and rigid vegetation on beach evolution are compared. Results show that the beach profile evolution roughly increased with the increase of wave parameters. The Starting Point of Evolution in beach shifts offshore and the evolution range gradually broadens as the wave height or period increases. In addition, the flexible vegetation beach shows greater evolution than rigid vegetation beach and the Starting Point of Evolution also tends to be more offshore, particularly under conditions of long periods and large wave heights. This study can provide references for beach protection and ecological restoration in coastal areas.
引用
收藏
页数:12
相关论文
共 47 条
  • [41] A Numerical Investigation of Dynamic Behavior of a Unit Cell of a Loose sand Reinforced by Stone Column Under the Effect of Gravity Using Finn Model
    Noui, Abdelkader
    Karech, Toufik
    Bouzid, Tayeb
    INDIAN GEOTECHNICAL JOURNAL, 2019, 49 (03) : 255 - 264
  • [42] A Numerical Investigation of Dynamic Behavior of a Unit Cell of a Loose sand Reinforced by Stone Column Under the Effect of Gravity Using Finn Model
    Abdelkader Noui
    Toufik Karech
    Tayeb Bouzid
    Indian Geotechnical Journal, 2019, 49 : 255 - 264
  • [43] Numerical investigation of solitary wave attenuation by a vertical plate-type flexible breakwater using an FVM-FEM coupled model. Part 1: Linear elastic isotropic material
    Sun, W. Y.
    Nakamura, T.
    Cho, Y. -h.
    Mizutani, N.
    OCEAN ENGINEERING, 2023, 285
  • [44] Investigation of Current-Wave Interaction Effect on Ocean Surface Current Retrieval Under DCA Framework Using an Improved Doppler Radar Imaging Model
    Du, Yanlei
    Shao, Jianing
    Yang, Xiaofeng
    Wang, Robert
    Yang, Jian
    Li, Xiaofeng
    IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, 2024, 62
  • [45] Discussion of "Field-based numerical model investigation of wave propagation across marshes in the Chesapeake Bay under storm conditions" by Juan L. Garzon, Tyler Miesse and Celso M. Ferreira
    Zhu, Ling
    Chen, Qin
    COASTAL ENGINEERING, 2019, 149 : 1 - 3
  • [46] Discussion of Field-based numerical model investigation of wave propagation across marshes in the Chesapeake Bay under storm conditions by Juan L. Garzon, Tyler Miesse and Celso M. Ferreira
    Zhu, Ling
    Chen, Qin
    Coastal Engineering, 2019, 149 : 1 - 3
  • [47] Effect of Bulk Viscosity and Emulsion Droplet Size on the Separation Efficiency of Model Mineral Oil-in-Water (O/W) Emulsions under Ultrasonic Standing Wave Fields: A Theoretical and Experimental Investigation
    Mettu, Srinivas
    Yao, Shunyu
    Sun, Qang
    Lawson, Samuel Ronald
    Scales, Peter J.
    Martins, Gregory J. O.
    Ashokkumar, Muthupandian
    INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2020, 59 (16) : 7901 - 7912