Benchmarking 2D Shallow Water Models in complex casestudies: the 2017Mandra (Greece) flood

被引:0
|
作者
Bellos, Vasilis [1 ]
Costabile, Pierfranco [2 ]
Costanzo, Carmelina [2 ]
Kalogiros, John [3 ]
机构
[1] Democritus Univ Thrace, Dept Environm Engn, Komotini, Greece
[2] Univ Calabria, Dept Environm Engn, Arcavacata Di Rende, CS, Italy
[3] Natl Observ Athens Greece, Inst Environm Res & Sustainable Dev, Athens, Greece
关键词
2D Shallow water equations; Models benchmarking; Rainfall-runoff simulations; Urban areas; Complex case studies; OVERLAND-FLOW; SIMULATION; EQUATIONS; EFFICIENT; RUNOFF;
D O I
10.3850/IAHR-39WC2521-71192022SS1864
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The number of studies based on the integrated flood modelling at the basin scale, meaning that hydrological and hydrodynamic flood processes are described entirely within the2D Shallow Water Equations(2D-SWEs), is growing quickly. However, there is a need to provide further evidence about the reliability of this approach in real-world case studies, highlighting the overall performance in terms of accuracy and computational times. In this paper, a numerical parallel codeis applied to reconstruct the catastrophic flash flood event occurred in November 2017 in Mandra (Greece). The challenges of this benchmark case study are: a) the computational domain is quite complex and is composed by two peri-urban catchments about 20 km(2) each, and the urban environment of Mandra; b) the rainfall distribution in space is characterized by significant heterogeneity, due to the orographic mechanism of the storm. The rainfall maps are recorded by the mobile weather radar of the National Observatory of Athens with space step equal to 150 m and time step equal to 2 min. Finally, the output of the 2D-SWE solver is compared with post-event field data, which consist of the flood maximum depth at 44 points distributed across the Mandra town, showing good predictive capabilities.
引用
收藏
页码:SS255 / SS263
页数:9
相关论文
共 50 条
  • [1] Extension of 2D Shallow Water Models to Hydrological Modelling
    Cea, Luis
    Blade, Ernest
    Garcia-Feal, Orlando
    Sanz-Ramos, Marcos
    Gomez-Gesteira, Moncho
    Farfan, Juan F.
    PROCEEDINGS OF THE 39TH IAHR WORLD CONGRESS, 2022, : SS235 - SS244
  • [2] A 2D reconstruction for the transverse coupling of shallow water models
    Goutal, Nicole
    Parisot, Martin
    Zaoui, Fabrice
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2014, 75 (11) : 775 - 799
  • [3] Numerical simulation of flood inundation processes by 2D shallow water equations
    Zhang X.
    Long W.
    Xie H.
    Zhu J.
    Wang J.
    Frontiers of Architecture and Civil Engineering in China, 2007, 1 (1): : 107 - 113
  • [4] Numerical Simulation of 2D Flood Waves Using Shallow Water Equations
    Wei Wenli
    Zhang Pei
    Gao Sheng
    2010 ASIA-PACIFIC POWER AND ENERGY ENGINEERING CONFERENCE (APPEEC), 2010,
  • [5] Numerical simulation of 2D flood waves using shallow water equations
    Liu, YL
    Zhou, XD
    RECENT ADVANCES IN FLUID MECHANICS, 2004, : 343 - 346
  • [6] 2D versus 1D models for Shallow Water Equations
    Vila, Jean Paul
    Chazel, Florent
    Noble, Pascal
    24TH INTERNATIONAL CONGRESS OF THEORETICAL AND APPLIED MECHANICS - FOUNDATION OF MULTIDISCIPLINARY RESEARCH, 2017, 20 : 167 - 174
  • [7] Internal Boundary Conditions for Flood Simulation with 2D Shallow Water Equations Using Finite Volume Models: Bridge Piers
    Varra, Giada
    Pepe, Veronica
    Della Morte, Renata
    Cozzolino, Luca
    PROCEEDINGS OF THE 39TH IAHR WORLD CONGRESS, 2022, : 4488 - 4493
  • [8] Benchmarking 2D hydraulic models for urban flooding
    Hunter, N. M.
    Bates, P. D.
    Neelz, S.
    Pender, G.
    Villanueva, I.
    Wright, N. G.
    Liang, D.
    Falconer, R. A.
    Lin, B.
    Waller, S.
    Crossley, A. J.
    Mason, D. C.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2008, 161 (01) : 13 - 30
  • [10] Comparison of 2D triangular C-grid shallow water models
    Shirkhani, Hamidreza
    Mohammadian, Abdolmajid
    Seidou, Ousmane
    Qiblawey, Hazim
    COMPUTERS & FLUIDS, 2018, 161 : 136 - 154