Laboratory Observations and Numerical Simulations of Wave Height Attenuation in Heterogeneous Vegetation

被引:52
|
作者
Blackmar, Philip J. [1 ]
Cox, Daniel T. [2 ]
Wu, Wei-Cheng [2 ]
机构
[1] HDR Inc, Corpus Christi, TX 78401 USA
[2] Oregon State Univ, Sch Civil & Construct Engn, Corvallis, OR 97331 USA
基金
美国国家科学基金会;
关键词
Wave attenuation; Vegetation damping; Bottom friction; Wetlands; Estuaries; Physical model; Numerical model; FUNWAVE; FLOW; EMERGENT; WETLAND; MODEL;
D O I
10.1061/(ASCE)WW.1943-5460.0000215
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Quarter-scale physical model experiments and a phase-resolving numerical model (FUNWAVE) were used to evaluate random wave attenuation through two types of synthetic vegetation. The experiment was performed with two peak periods, three water depths, and two stem densities. For each combination of parameters, free surface time series were collected at seven locations throughout the vegetation field and one location seaward of the vegetation. Each combination of wave conditions was evaluated for the following four different cases: Case A with no vegetation; Cases B and C with short and long specimens, respectively; and Case D with mixed vegetation. The wave height decay for each case was fit to two existing wave height attenuation prediction equations. The decay equations provided reasonable predictions for the normalized wave height attenuation, with an average root-mean-square error (RMSE) of 0.015. The linear combination of attenuation coefficients obtained for the cases of the individual plants provided a reasonable prediction of the attenuation coefficient for the cases of the combined, heterogeneous vegetation. FUNWAVE was used to model wave attenuation for these tests using a bottom friction factor calibrated for each run. The numerical attenuation followed the same trends as the measured data, with an average RMSE of 0.017. Similar to the physical model study, it was found that summing the calibrated model friction factors for the cases of the individual plants reasonably predicted the wave height attenuation for the cases of the combined vegetation with an average RMSE of 0.032. (C) 2014 American Society of Civil Engineers.
引用
收藏
页码:56 / 65
页数:10
相关论文
共 50 条
  • [31] WAVE TRANSFORMATION AND ATTENUATION ALONG THE WEST COAST OF INDIA: MEASUREMENTS AND NUMERICAL SIMULATIONS
    Aboobacker, V. M.
    Vethamony, P.
    Samiksha, S. V.
    Rashmi, R.
    Jyoti, K.
    COASTAL ENGINEERING JOURNAL, 2013, 55 (01):
  • [33] An integrated study of wave attenuation by vegetation
    Magdalena, Ikha
    Andadari, Gita Rayung
    Reeve, Dominic E.
    WAVE MOTION, 2022, 110
  • [34] Wave attenuation due to bottom vegetation
    Mork, M
    WAVES AND NONLINEAR PROCESSES IN HYDRODYNAMICS, 1996, 34 : 371 - 382
  • [35] Solitary wave attenuation by vegetation patches
    Maza, Maria
    Lara, Javier L.
    Losada, Inigo J.
    ADVANCES IN WATER RESOURCES, 2016, 98 : 159 - 172
  • [36] Numerical investigation of wave attenuation by vegetation using a 3D RANS model
    Marsooli, Reza
    Wu, Weiming
    ADVANCES IN WATER RESOURCES, 2014, 74 : 245 - 257
  • [37] Inter comparison of wave height observations from buoy and altimeter with numerical prediction
    Sannasiraj, S. A.
    Kalyani, M.
    Kumar, E. Dinesh
    Harini, K.
    Latha, G.
    Sundar, V.
    INDIAN JOURNAL OF GEO-MARINE SCIENCES, 2014, 43 (07) : 1347 - 1351
  • [38] Efficient numerical simulations on the forest barrier for seismic wave attenuation: engineering safe constructions
    Al-Shami, Qahtan
    Huang, Jiankun
    Amran, Mugahed
    Mugahed, Saleh
    Alluqmani, Ayed Eid
    Al-Haaj, Mohammed
    Gamil, Yaser
    Abdelgader, Hakim S.
    FRONTIERS IN BUILT ENVIRONMENT, 2024, 10
  • [40] Numerical modeling of wave attenuation: implications of representing vegetation found in coastal saltmarshes in the Chesapeake Bay
    Tyler Miesse
    Andre de Souza de Lima
    Arslaan Khalid
    Felicio Cassalho
    Daniel J. Coleman
    Celso M. Ferreira
    Ariana E. Sutton-Grier
    Environmental Monitoring and Assessment, 2023, 195