Numerical modelling of alongshore variability in waves and wave-driven currents during the morphodynamic change of a laboratory beach

被引:3
作者
Marmoush, Ramy Y. [1 ]
Mulligan, Ryan P. [1 ]
机构
[1] Queens Univ, Dept Civil Engn, Kingston, ON, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Coastal engineering; Physical modelling; Morphology change; Numerical modelling; Nearshore currents; Bottom shear stress; SURF ZONE; SEDIMENT TRANSPORT; LONGSHORE-CURRENT; DUNE EROSION; DYNAMICS; INSTABILITIES; PERFORMANCE; VALIDATION; STRESS; SWASH;
D O I
10.1016/j.coastaleng.2021.103913
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A non-hydrostatic phase-resolving numerical model (SWASH) is used to investigate the wave-driven nearshore hydrodynamics corresponding to new observations from a three-dimensional physical model in a wave basin. In the physical model, waves from a passing storm are simulated by varying the energy and duration of waves generated by a paddle over time and the beach morphology is surveyed in high spatial-resolution using a 3D laser scanner after each segment of the storm. An oblique incident wave angle introduces spatially variability in wave energy along the beach and results in morphologic differences during the storm, with active transport of beach sand by the wave-driven circulation. SWASH is validated using wave and current observations at each stage of the storm, indicating low root-mean-squared errors between model results and wave measurements, where the high-resolution model is able to predict wave shoaling, breaking and generation of the alongshore current. Model-data agreement is not as high for the velocity, suggesting spatial variability in bottom friction and horizontal mixing, and evolution of the bed in the physical model, could explain the differences. The detailed numerical model results indicate that the alongshore current is generated by wave breaking in the nearshore zone, and it increases in speed across a wider surf zone for increasing wave energy during the storm. This is associated with a bottom shear stress that exceeds the critical bed shear stress, with the potential to initiate motion and transport sediment in agreement with the experimental observations.
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页数:14
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共 56 条
  • [1] Wave field modification by bathymetric anomalies and resulting shoreline changes: a review with recent results
    Bender, CJ
    Dean, RG
    [J]. COASTAL ENGINEERING, 2003, 49 (1-2) : 125 - 153
  • [2] Evaluation of XBeach performance for the erosion of a laboratory sand dune
    Berard, Neville Anne
    Mulligan, Ryan Patrick
    da Silva, Ana Maria Ferreira
    Dibajnia, Mohammad
    [J]. COASTAL ENGINEERING, 2017, 125 : 70 - 80
  • [3] Field experiments of beach scarp erosion during oblique wave, stormy conditions (Normandy, France)
    Bonte, Yoann
    Levoy, Franck
    [J]. GEOMORPHOLOGY, 2015, 236 : 132 - 147
  • [4] A third-generation wave model for coastal regions - 1. Model description and validation
    Booij, N
    Ris, RC
    Holthuijsen, LH
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1999, 104 (C4) : 7649 - 7666
  • [5] Environmental and morphologic controls on wave-induced dune response
    Cohn, Nicholas
    Ruggiero, Peter
    Garcia-Medina, Gabriel
    Anderson, Dylan
    Serafin, Katherine A.
    Biel, Reuben
    [J]. GEOMORPHOLOGY, 2019, 329 : 108 - 128
  • [6] Numerical modeling of water waves with the SPH method
    Dalrymple, RA
    Rogers, BD
    [J]. COASTAL ENGINEERING, 2006, 53 (2-3) : 141 - 147
  • [7] Modeling hurricane waves and storm surge using integrally-coupled, scalable computations
    Dietrich, J. C.
    Zijlema, M.
    Westerink, J. J.
    Holthuijsen, L. H.
    Dawson, C.
    Luettich, R. A., Jr.
    Jensen, R. E.
    Smith, J. M.
    Stelling, G. S.
    Stone, G. W.
    [J]. COASTAL ENGINEERING, 2011, 58 (01) : 45 - 65
  • [8] Elgar S, 2001, J ATMOS OCEAN TECH, V18, P1735, DOI 10.1175/1520-0426(2001)018<1735:CMPITS>2.0.CO
  • [9] 2
  • [10] Quality control of acoustic Doppler velocimeter data in the surfzone
    Elgar, S
    Raubenheimer, B
    Guza, RT
    [J]. MEASUREMENT SCIENCE AND TECHNOLOGY, 2005, 16 (10) : 1889 - 1893