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
  • [21] Numerical Study on Hydrodynamics of Submerged Permeable Breakwater under Impacts of Focused Wave Groups Using a Nonhydrostatic Wave Model
    Qu, K.
    Huang, J. X.
    Guo, L.
    Li, X. H.
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2022, 10 (11)
  • [22] Tensioned flexible riser vibrations under wave excitation, an investigation on the scale effect
    Feng, Yunli
    Li, Sunwei
    Chen, Daoyi
    FRONTIERS IN MARINE SCIENCE, 2024, 11
  • [23] Numerical investigation on the hydrodynamic characteristics of coastal freak wave using a CIP-based model
    Li, Mengyu
    Zhao, Xizeng
    Liu, Zhongbo
    Lv, Chaofan
    Lu, Jinyou
    Luan, Hualong
    Zhu, Yonghui
    OCEAN ENGINEERING, 2024, 313
  • [24] Numerical investigation on hydrodynamic load of coastal bridge deck under joint action of solitary wave and wind
    Qu, K.
    Wen, B. H.
    Ren, X. Y.
    Kraatz, S.
    Sun, W. Y.
    Deng, B.
    Jiang, C. B.
    OCEAN ENGINEERING, 2020, 217
  • [25] Effect of river vegetation with timber piling on ship wave attenuation: Investigation by field survey and numerical modeling
    Nguyen Ba Thuy
    Nandasena, N. A. K.
    Vu Hai Dang
    Kim, Sooyoul
    Nguyen Xuan Hien
    Hole, Lars Robert
    Tran Hong Thai
    OCEAN ENGINEERING, 2017, 129 : 37 - 45
  • [26] Numerical investigation of damping effect and flow characteristics induced by rigid vegetation in current-wave flows
    Huang, Yuming
    Chen, Ben
    Jiao, Jian
    Yang, Xiaoyu
    Wang, Yifei
    Dou, Xiping
    OCEAN ENGINEERING, 2024, 307
  • [27] Laboratory investigation on morphology response of submerged artificial sandbar and its impact on beach evolution under storm wave condition
    Li, Yuan
    Zhang, Chi
    Dai, Weiqi
    Chen, Dake
    Sui, Titi
    Xie, Mingxiao
    Chen, Songgui
    MARINE GEOLOGY, 2022, 443
  • [28] Numerical Exploration of the Shielding Effect of Vegetation on Nearshore Structures under Wave Run-Up Loading
    Moris, Joaquin P.
    Kyprioti, Aikaterini P.
    Irwin, Christopher H.
    Taflanidis, Alexandros A.
    Kennedy, Andrew B.
    JOURNAL OF ENGINEERING MECHANICS, 2024, 150 (08)
  • [29] A numerical and experimental investigation of the effect of side walls on hydrodynamic model testing in a wave flume
    Xie, N.
    Hann, M.
    Pemberton, R.
    Iglesias, G.
    Greaves, D.
    OCEAN ENGINEERING, 2019, 186
  • [30] Numerical investigation of solitary wave attenuation and resistance induced by rigid vegetation based on a 3-D RANS model
    Wang, Yanxu
    Yin, Zegao
    Liu, Yong
    ADVANCES IN WATER RESOURCES, 2020, 146