Modeling wave-surge effects on barrier-island breaching in St. Joseph Peninsula during Hurricane Michael

被引:0
作者
Ma, Mengdi [1 ]
Huang, Wenrui [1 ]
Vijayan, Linoj [2 ]
Jung, Sungmoon [1 ]
机构
[1] Florida State Univ, Dept Civil & Environm Engn, FAMU FSU Coll Engn, Tallahassee, FL 32310 USA
[2] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
基金
美国国家科学基金会;
关键词
Barrier island; Breaching; Erosion; Hurricane; Storm surge; Wave; XBeach model; EXTREME STORMS; BEACHES; XBEACH; IMPACT;
D O I
10.1007/s11069-024-06768-x
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Better understanding the effects of hurricane waves and storm surges on barrier-island breaching is important for both scientific research and coastal hazard mitigations. In this study, the 2D non-hydrostatic Xbeach model has been applied to investigate interactions of hurricane wave, storm surge, and morphological processes in the case study of St. Joseph Peninsula during Category 5 Hurricane Michael. Model validations show a 2.45% average error and the 0.88 skill score between modeled and observed high water marks and bed elevations, respectively. Analysis of spatial distributions of currents and water levels indicates that a narrow area was overtopped at peak storm surge and wave. The gap was then quickly enlarged as the breaching area by wave-surge actions. By investigating foredune and peak dune along the central axis of breaching area, it shows that the foredune erosion on the ocean-side by wave-surge-current directly lead to the breach of the peak dune area in the barrier island. The Froude number shows a strong correlation with quick erosion of the barrier, indicating wave-surge supercritical flow is one of the major factors causing the barrier breaching. Results of cross sections of bed elevations and instantaneous surge-wave profiles at different storm surge stages reveal the evolution of the barrier-island breach. Results from this study provide valuable references for coastal hazard mitigation and resilience communities. Application of non-hydrostatic Xbeach model reveals barrier-island breaching process and wave-surge-barrier interactions.Model validations show a 2.45% average error and the 0.88 skill score for high water marks and bed elevations, respectively.The breach started with a narrow gap overtopped in the peak of storm surge and was then quickly enlarged by wave-surge actions.Wave-surge induced supercritical flow is one of the major factors accelerating the barrier breaching.Foredune erosion by wave-surge-current is another factor that accelerates the breach of the barrier island.
引用
收藏
页码:14199 / 14226
页数:28
相关论文
共 73 条
  • [1] [Anonymous], 2020, J COASTAL RES, V36
  • [2] [Anonymous], 1984, Spatial Statistics and Models, DOI [DOI 10.1007/978-94-017-3048-8_23, 10.1007/978-94-017-3048-8_23]
  • [3] Beven J.L., 2019, NATL HURRICANE CTR T
  • [4] Bevin JL, 2019, HURRICANE MICHAEL
  • [5] Field experiments of beach scarp erosion during oblique wave, stormy conditions (Normandy, France)
    Bonte, Yoann
    Levoy, Franck
    [J]. GEOMORPHOLOGY, 2015, 236 : 132 - 147
  • [6] Booij N., 1996, PROC 25 INT C COASTA, V1, P668, DOI [10.1061/9780784402429.0, DOI 10.1061/9780784402429.0]
  • [7] From fine sand to boulders: Examining the relationship between beach-face slope and sediment size
    Bujan, Nans
    Cox, Ronadh
    Masselink, Gerd
    [J]. MARINE GEOLOGY, 2019, 417
  • [8] Simulation of storm-induced barrier island morphodynamics and flooding
    Canizares, Rafael
    Irish, Jennifer L.
    [J]. COASTAL ENGINEERING, 2008, 55 (12) : 1089 - 1101
  • [9] Chanson H., 1999, HYDRAULICS OPEN CHAN
  • [10] coast.noaa.gov, US