Modelling storm impacts on beaches, dunes and barrier islands

被引:943
作者
Roelvink, Dano [1 ,2 ]
Reniers, Ad [2 ,3 ]
van Dongeren, Ap
de Vries, Jaap van Thiel [2 ]
McCall, Robert [2 ]
Lescinski, Jamie
机构
[1] UNESCO IHE, Inst Water Educ, NL-2601 DA Delft, Netherlands
[2] Delft Univ Technol, NL-2600 AA Delft, Netherlands
[3] Univ Miami, Rosenstiel Sch Marine & Atmospher Sci, Coral Gables, FL 33124 USA
关键词
Swash; Low-frequency waves; Dune erosion; Overtopping; Overwashing; Breaching; Morphology; Modelling; XBeach; SHALLOW-WATER; WAVE GROUPS; EDGE WAVES; SURF BEAT; RUN-UP; SCALE; PREDICTION; EVOLUTION; CURRENTS; EROSION;
D O I
10.1016/j.coastaleng.2009.08.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new nearshore numerical model approach to assess the natural coastal response during time-varying storm and hurricane conditions, including dune erosion, overwash and breaching, is validated with a series of analytical, laboratory and field test cases. Innovations include a non-stationary wave driver with directional spreading to account for wave-group generated surf and swash motions and an avalanching mechanism providing a smooth and robust solution for slumping of sand during dune erosion. The model performs well in different situations including dune erosion, overwash and breaching with specific emphasis on swash dynamics, avalanching and 2DH effects; these situations are all modelled using a standard set of parameter settings. The results show the importance of infragravity waves in extending the reach of the resolved processes to the dune front. The simple approach to account for slumping of the dune face by avalanching makes the model easily applicable in two dimensions and applying the same settings good results are obtained both for dune erosion and breaching. (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:1133 / 1152
页数:20
相关论文
共 57 条
  • [1] EXACT THEORY OF NON-LINEAR WAVES ON A LAGRANGIAN-MEAN FLOW
    ANDREWS, DG
    MCINTYRE, ME
    [J]. JOURNAL OF FLUID MECHANICS, 1978, 89 (DEC) : 609 - 646
  • [2] [Anonymous], 1977, The Dynamics of the Upper Ocean
  • [3] ARCILLA AS, 1994, COASTAL DYNAMICS '94 - PROCEEDINGS OF AN INTERNATIONAL CONFERENCE ON THE ROLE OF THE LARGE SCALE EXPERIMENTS IN COASTAL RESEARCH, P488
  • [4] Shoaling of subharmonic gravity waves
    Battjes, JA
    Bakkenes, HJ
    Janssen, TT
    van Dongeren, AR
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2004, 109 (C2)
  • [5] BIRKEMEIER WA, 1997, CHL97424 US ARM CORP
  • [6] Morphodynamic modelling of rip channel growth
    Damgaard, J
    Dodd, N
    Hall, L
    Chesher, T
    [J]. COASTAL ENGINEERING, 2002, 45 (3-4) : 199 - 221
  • [7] A NOTE ON THE 3-DIMENSIONAL SHEAR-STRESS DISTRIBUTION IN A SURF ZONE
    DEIGAARD, R
    [J]. COASTAL ENGINEERING, 1993, 20 (1-2) : 157 - 171
  • [8] Prediction of swash motion and run-up including the effects of swash interaction
    Erikson, L
    Larson, M
    Hanson, H
    [J]. COASTAL ENGINEERING, 2005, 52 (03) : 285 - 302
  • [9] Velocity moments in alongshore bottom stress parameterizations
    Feddersen, F
    Guza, RT
    Elgar, S
    Herbers, THC
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2000, 105 (C4) : 8673 - 8686
  • [10] A DEPTH-INTEGRATED MODEL FOR SUSPENDED SEDIMENT TRANSPORT
    GALAPPATTI, G
    VREUGDENHIL, CB
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 1985, 23 (04) : 359 - 377