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
美国海洋和大气管理局; 美国国家科学基金会;
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 45 条
  • [1] Analysis and interpretation of instantaneous turbulent velocity fields
    Adrian, RJ
    Christensen, KT
    Liu, ZC
    [J]. EXPERIMENTS IN FLUIDS, 2000, 29 (03) : 275 - 290
  • [2] Wave attenuation by flexible, idealized salt marsh vegetation
    Anderson, M. E.
    Smith, J. M.
    [J]. COASTAL ENGINEERING, 2014, 83 : 82 - 92
  • [3] Laboratory and numerical studies of wave damping by emergent and near-emergent wetland vegetation
    Augustin, Lauren N.
    Irish, Jennifer L.
    Lynett, Patrick
    [J]. COASTAL ENGINEERING, 2009, 56 (03) : 332 - 340
  • [4] Comparing ecosystem engineering efficiency of two plant species with contrasting growth strategies
    Bouma, T. J.
    De Vries, M. B.
    Herman, P. M. J.
    [J]. ECOLOGY, 2010, 91 (09) : 2696 - 2704
  • [5] Trade-offs related to ecosystem engineering:: A case study on stiffness of emerging macrophytes
    Bouma, TJ
    De Vries, MB
    Low, E
    Peralta, G
    Tánczos, C
    Van de Koppel, J
    Herman, PMJ
    [J]. ECOLOGY, 2005, 86 (08) : 2187 - 2199
  • [6] Relative velocity of seagrass blades: Implications for wave attenuation in low-energy environments
    Bradley, Kevin
    Houser, Chris
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2009, 114
  • [7] Field observations on the morphodynamic evolution of a low-energy rip current system
    Brander, RW
    [J]. MARINE GEOLOGY, 1999, 157 (3-4) : 199 - 217
  • [8] Morphodynamics of a large-scale rip current system at Muriwai Beach, New Zealand
    Brander, RW
    Short, AD
    [J]. MARINE GEOLOGY, 2000, 165 (1-4) : 27 - 39
  • [9] Boussinesq modeling of wave transformation, breaking, and runup. II: 2D
    Chen, Q
    Kirby, JT
    Dalrymple, RA
    Kennedy, AB
    Chawla, A
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2000, 126 (01) : 48 - 56
  • [10] Boussinesq modeling of a rip current system
    Chen, Q
    Dalrymple, RA
    Kirby, JT
    Kennedy, AB
    Haller, MC
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1999, 104 (C9) : 20617 - 20637