Three-Dimensional Numerical Modelling of Real-Field Dam-Break Flows: Review and Recent Advances

被引:7
|
作者
Maranzoni, Andrea [1 ]
Tomirotti, Massimo [2 ]
机构
[1] Univ Parma, Dept Engn & Architecture, I-43124 Parma, Italy
[2] Univ Brescia, Dept Civil Environm Architectural Engn & Math, I-25121 Brescia, Italy
关键词
dam break; flooding; numerical modelling; real-world topography; review; three-dimensional models; SMOOTHED PARTICLE HYDRODYNAMICS; COMPUTATIONAL FLUID-DYNAMICS; WAVE-PROPAGATION; RISK ANALYSIS; LEVEL SET; SIMULATION; 3D; SURFACE; SPH; VOLUME;
D O I
10.3390/w15173130
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Numerical modelling is a valuable and effective tool for predicting the dynamics of the inundation caused by the failure of a dam or dyke, thereby assisting in mapping the areas potentially subject to flooding and evaluating the associated flood hazard. This paper systematically reviews literature studies adopting three-dimensional hydrodynamic models for the simulation of large-scale dam-break flooding on irregular real-world topography. Governing equations and numerical methods are analysed, as well as recent advances in numerical techniques, modelling accuracy, and computational efficiency. The dam-break case studies used for model validation are highlighted. The advantages and limitations of the three-dimensional dam-break models are compared with those of the commonly used two-dimensional depth-averaged ones. This review mainly aims at informing researchers and modellers interested in numerical modelling of dam-break flow over real-world topography on recent advances and developments in three-dimensional hydrodynamic models so that they can better direct their future research. Practitioners can find in this review an overview of available three-dimensional codes (research, commercial, freeware, and open-source) and indications for choosing the most suitable numerical method for the application of interest.
引用
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页数:26
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