Subgrid surface connectivity for storm surge modeling

被引:8
|
作者
Begmohammadi, Amirhosein [1 ]
Wirasaet, Damrongsak [1 ]
Silver, Zachariah [1 ,3 ]
Bolster, Diogo [1 ]
Kennedy, Andrew B. [1 ]
Dietrich, J. C. [2 ]
机构
[1] Univ Notre Dame, Dept Civil & Environm Engn & Earth Sci, Environm Fluid Dynam, Notre Dame, IN 46556 USA
[2] North Carolina State Univ, Dept Civil Construct & Environm Engn, Raleigh, NC 27695 USA
[3] Western Connecticut State Univ, Dept Phys Astron & Meteorol, Danbury, CT 06810 USA
基金
美国国家科学基金会;
关键词
Subgrid model; Storm surge; Surface connectivity; Numerical method; Mathematical modelling; SHALLOW; POROSITY; ROUGHNESS; EQUATIONS; COASTAL;
D O I
10.1016/j.advwatres.2021.103939
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Subgrid modeling to account for unresolved topography within the context of shallow water equations relies on the use of coarse grids for computational efficiency. However, excessively coarse grids can lead to artificial cross flows between hydrologically disconnected areas separated by physical barriers smaller than the grid size. An approach based on introducing cell and edge clones, consisting of connected groups of pixels in each cell, is able to systematically remove such artificial cross flows. Such an approach considers that the subgrid barriers permanently divide flow among clones and effectively restrict flow to a predetermined path. In this work, a simple algorithm, along with the use of an overtopping formula, is proposed to extend the clone approach to a scenario in which clones are allowed to be further split and merged as needed, depending on the surface elevation during a given runtime. The algorithm is intended for accommodating the possibility of the subgrid barriers being inundated and no-longer dividing the flow during an extreme event. The performance of the proposed algorithm is demonstrated through a series of idealized and more realistic test cases, showing considerable improvements over existing methodologies.
引用
收藏
页数:18
相关论文
共 50 条
  • [31] Incorporation of sea level rise in storm surge surrogate modeling
    Aikaterini P. Kyprioti
    Alexandros A. Taflanidis
    Norberto C. Nadal-Caraballo
    Madison O. Campbell
    Natural Hazards, 2021, 105 : 531 - 563
  • [32] Application of a subgrid-scale urban inundation model for a storm surge simulation: Case study of typhoon Haiyan
    Fukui, Nobuki
    Mori, Nobuhito
    Kim, Sooyoul
    Shimura, Tomoya
    Miyashita, Takuya
    COASTAL ENGINEERING, 2024, 188
  • [33] SEA-SURFACE WAVE AND STORM-SURGE MODELS
    FRANCIS, PE
    METEOROLOGICAL MAGAZINE, 1985, 114 (1357): : 234 - 241
  • [34] Numerical Modeling of Tropical Cyclone-Induced Storm Surge in the Gulf of Oman Using a Storm Surge–Wave–Tide Coupled Model
    Amir Siahsarani
    Ali Karami Khaniki
    Abbas-Ali Aliakbari Bidokhti
    Majid Azadi
    Ocean Science Journal, 2021, 56 : 225 - 240
  • [35] Methodology for Identifying a Subset of Representative Storm Surge Hydrographs from a Coastal Storm Modeling Database
    Sanderson, Dylan R.
    Gravens, Mark B.
    Permenter, Rusty L.
    JOURNAL OF COASTAL RESEARCH, 2019, 35 (05) : 1095 - 1105
  • [36] STORM SURGE TURBATION
    LINDSTROM, M
    SEDIMENTOLOGY, 1979, 26 (01) : 115 - 124
  • [37] Foundations And Storm Surge
    Coulbourne, William L.
    CIVIL ENGINEERING, 2013, 83 (01): : 54 - +
  • [38] Subgrid corrections in finite-element modeling of storm-driven coastal flooding
    Woodruff, Johnathan L.
    Dietrich, J. C.
    Wirasaet, D.
    Kennedy, A. B.
    Bolster, D.
    Silver, Z.
    Medlin, S. D.
    Kolar, R. L.
    OCEAN MODELLING, 2021, 167
  • [39] Numerical Modeling and Computation of Storm Surge for Primitive Equation by Hydrodynamic Model
    Wannawong, W.
    Humphries, U. W.
    Wongwises, P.
    Vongvisessomjai, S.
    Lueangaram, W.
    THAI JOURNAL OF MATHEMATICS, 2010, 8 (02): : 355 - 371
  • [40] Dynamic Modeling of Storm Surge and Inland Flooding in a Texas Coastal Floodplain
    Ray, Tyler
    Stepinski, Emilia
    Sebastian, Antonia
    Bedient, Philip B.
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2011, 137 (10): : 1103 - 1110