Modelling storm impacts on beaches, dunes and barrier islands

被引:973
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
[31]   DISSIPATION IN RANDOM WAVE GROUPS INCIDENT ON A BEACH [J].
ROELVINK, JA .
COASTAL ENGINEERING, 1993, 19 (1-2) :127-150
[32]  
ROELVINK JA, 1993, THESIS DELFT U TECHN
[33]   Modeling the alongshore current on barred beaches [J].
Ruessink, BG ;
Miles, JR ;
Feddersen, F ;
Guza, RT ;
Elgar, S .
JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2001, 106 (C10) :22451-22463
[34]  
Sallenger AH, 2000, J COASTAL RES, V16, P890
[35]   EDGE WAVES FORCED BY SHORT-WAVE GROUPS [J].
SCHAFFER, HA .
JOURNAL OF FLUID MECHANICS, 1994, 259 :125-148
[36]  
Soulsby R.L., 1997, OCEANOGR LIT REV, V9, P947
[37]   WAVE-CURRENT INTERACTION WITHIN AND OUTSIDE THE BOTTOM BOUNDARY-LAYER [J].
SOULSBY, RL ;
HAMM, L ;
KLOPMAN, G ;
MYRHAUG, D ;
SIMONS, RR ;
THOMAS, GP .
COASTAL ENGINEERING, 1993, 21 (1-3) :41-69
[38]  
STEETZEL HJ, 1993, THESIS TU DELFT
[39]   A staggered conservative scheme for every Froude number in rapidly varied shallow water flows [J].
Stelling, GS ;
Duinmeijer, SPA .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2003, 43 (12) :1329-1354
[40]  
Stive M.J. F., 1994, PROC 24 COASTAL ENG, P594, DOI [DOI 10.1061/9780784400890.045, 10.1061/9780784400890.045]