Numerical investigation of wave-induced flow in mound-channel wetland systems

被引:15
|
作者
Yang, Yongqian [1 ]
Irish, Jennifer L. [1 ]
Socolofsky, Scott A. [2 ]
机构
[1] Virginia Tech, Dept Civil & Environm Engn, Blacksburg, VA 24061 USA
[2] Texas A&M Univ, Dept Civil Engn, Coastal & Ocean Engn Div, College Stn, TX 77843 USA
基金
美国国家科学基金会; 美国海洋和大气管理局;
关键词
Wetlands; Vegetated wave dissipation; Circulation; COULWAVE; Boussinesq model; WATER-QUALITY; VEGETATION; ATTENUATION; MARSH; RUNUP;
D O I
10.1016/j.coastaleng.2015.05.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Coastal wetlands are an important ecosystem in nearshore regions, but they are also significant in affecting the flow patterns within these areas. Wave-induced flow in wetlands has complex circulation characteristics because of the interaction between waves and plants, especially in discontinuous vegetation. Here, a numerical investigation is performed to analyze the wave-averaged flow in vegetated mound-channel systems. Different water levels, vegetated conditions, and mound configurations are studied with the COULWAVE (Cornell University Long and Intermediate Wave) Boussinesq model. Model simulations show rip currents in the mound-channel systems, whose strength varies with different mound separation distances. The relative influence of vegetation depends on both mound configuration and water level. Approximately a 15% change in significant wave height results as waves propagate over the vegetated mounds, while up to a 75% decrease in the mean shoreward flow speed through vegetation is observed. In addition, vegetation influences the spatial distribution of mean water level within the wetlands. Dimensional analysis shows that rip current strength and primary circulation size depend on mound spacing, water depth, wave height, and vegetation cover. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:1 / 12
页数:12
相关论文
共 50 条
  • [31] Numerical Modeling of Solitary Wave-Induced Flow and Scour around a Square Onshore Structure
    Li, Jinzhao
    Kong, Xuan
    Yang, Yilin
    Hu, Jiexuan
    Jin, Ruijia
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2023, 11 (01)
  • [32] Numerical study of wave-induced flow and wave set-up on a platform reef with steep slope
    Zhu, Gancheng
    Ren, Bing
    Lin, Pengzhi
    Dong, Ping
    APPLIED OCEAN RESEARCH, 2024, 148
  • [33] Mechanism of wave-induced flow in reshaping breakwaters
    Rahmani, Abbasali
    Chamani, Mohammad Reza
    Moghim, Mohammad Navid
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-MARITIME ENGINEERING, 2023, 176 (01) : 14 - 30
  • [34] THE EFFECTS OF WAVE-INDUCED FLOW ON A REEF CORAL
    TUNNICLIFFE, V
    JOURNAL OF EXPERIMENTAL MARINE BIOLOGY AND ECOLOGY, 1982, 64 (01) : 1 - 10
  • [35] Wave-induced flow in a porous vertical breakwater
    Mizutani, N
    Mostafa, AM
    PROCEEDINGS OF THE 10TH (2000) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL III, 2000, : 625 - 632
  • [36] Seismic attenuation due to wave-induced flow
    Pride, SR
    Berryman, JG
    Harris, JM
    JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2004, 109 (B1)
  • [37] A turbulence model of wave-induced sheet flow
    Hsu, TW
    Chang, HK
    Hsieh, CM
    JOURNAL OF COASTAL RESEARCH, 2003, 19 (01) : 12 - 23
  • [38] BREAKING WAVE-INDUCED DYNAMIC RESPONSE OF RUBBLE MOUND AND SEABED UNDER A CAISSON BREAKWATER
    Ulker, M. B. C.
    Rahman, M. S.
    Guddati, M. N.
    OMAE 2009, VOL 7: OFFSHORE GEOTECHNICS, 2009, : 141 - 150
  • [39] Wave-induced flow and its influence on ridge erosion and channel deposition in Lanshayang channel of radial sand ridges
    Zhuo Xu
    Wei Zhang
    Pei-dong Lu
    Xiang An
    Ke-feng Chen
    Journal of Hydrodynamics, 2014, 26 : 882 - 893
  • [40] Wave-induced flow and its influence on ridge erosion and channel deposition in Lanshayang channel of radial sand ridges
    徐卓
    张玮
    陆培东
    安翔
    陈可峰
    JournalofHydrodynamics, 2014, 26 (06) : 882 - 893