A theoretical model for wave attenuation by vegetation considering current effects

被引:1
作者
Liu, Huiran [1 ]
Fang, Haiqi [1 ]
Lin, Pengzhi [1 ]
机构
[1] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R China
基金
中国国家自然科学基金;
关键词
Theoretical model; Wave attenuation; Group velocity; Wave-current-vegetation interaction; Numerical simulation; DISSIPATION; TRANSPORT; EMERGENT; FLOW;
D O I
10.1016/j.coastaleng.2024.104508
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new theoretical model is derived to predict wave attenuation in an emerged vegetation domain under current influences by considering the current effects on changing both wave group velocity and energy dissipation rate. Considering the current effect on changing wave group velocity, the theory predicts an asymmetric behavior of wave decay in following and opposing currents, different from the earlier theory that predicts a symmetry decay behavior by ignoring the current effect on wave group velocity. The new theory dictates that as the current speed increases, the rate of wave decay changes from the traditionally reciprocal law to the exponential law, where the mixed exponential and reciprocal decay law exists under intermediate current conditions. Furthermore, the present theory can be reduced to an explicit expression of the drag coefficient for weak and strong current conditions. In addition, the theory shows that the decay rate depends on both incident wave amplitude and current velocity when the current velocity is relatively small to wave orbital velocity, whereas it is independent of incident wave amplitude when the current is strong. All of these wave decaying characteristics predicted by the theory have been confirmed by the available experimental data and the numerical results from a 2D RANS model (NEWFLUME).
引用
收藏
页数:11
相关论文
共 29 条
  • [1] 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
  • [2] Velocity and turbulence affected by submerged rigid vegetation under waves, currents and combined wave-current flows
    Chen, Ming
    Lou, Sha
    Liu, Shuguang
    Ma, Gangfeng
    Liu, Hongzhe
    Zhong, Guihui
    Zhang, Hong
    [J]. COASTAL ENGINEERING, 2020, 159
  • [3] WAVE DIFFRACTION DUE TO AREAS OF ENERGY-DISSIPATION
    DALRYMPLE, RA
    KIRBY, JT
    HWANG, PA
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1984, 110 (01): : 67 - 79
  • [4] Dubi A., 1994, P 24 ICCE, P142, DOI DOI 10.1061/9780784400890.012
  • [5] The theory of fifth-order Stokes waves in a linear shear current
    Fang, Haiqi
    Liu, Philip L. -F.
    Tang, Lian
    Lin, Pengzhi
    [J]. PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2023, 479 (2280):
  • [6] Wave Breaking Induced by Opposing Currents in Submerged Vegetation Canopies
    Hu, Z.
    Lian, S.
    Zitman, T.
    Wang, H.
    He, Z.
    Wei, H.
    Ren, L.
    Uijttewaal, W.
    Suzuki, T.
    [J]. WATER RESOURCES RESEARCH, 2022, 58 (04)
  • [7] Laboratory study on wave dissipation by vegetation in combined current-wave flow
    Hu, Zhan
    Suzuki, Tomohiro
    Zitman, Tjerk
    Uittewaal, Wim
    Stive, Marcel
    [J]. COASTAL ENGINEERING, 2014, 88 : 131 - 142
  • [8] WAVE ATTENUATION BY VEGETATION
    KOBAYASHI, N
    RAICHLE, AW
    ASANO, T
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1993, 119 (01): : 30 - 48
  • [9] Numerical investigation of wave-current-vegetation interaction
    Li, C. W.
    Yan, K.
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2007, 133 (07) : 794 - 803
  • [10] Lin P., 2008, Numerical Modeling of Water Waves