2012Journal of Hydraulic EngineeringRequires access

Three-dimensional numerical simulation of dam-break flood routing in the complex inundation areas

Ruirui Sun

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Abstract

Numerical simulation of dam-break flood provides a scientific basis for dam-break disaster analysis. Coupled with the VOF method, a three-dimensional k-e turbulence mathematical model was established for the dam-break flood routing in the complex inundation area. Considering the water-storage and the water-blocking roles of buildings, equivalent roughness method was used in the treatment of complex underlying surface. A mesh model of hexahedral grid elements was established by the use of the unstructured body-fitted grid technology. The discrete forms in space and time were the second-order LUD format and the second-order Crank-Nicholson format respectively, and PISO algorithm was employed. The accuracy of the model was verified by the experimental results of Testa and others. A simulation on Dongwushi reservoir dam-break flood routing in the downstream complex inundation areas was applied. The simulation results were analyzed, and the dam-break flood risk maps were made.

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What this paper is about

Numerical simulation of dam-break flood provides a scientific basis for dam-break disaster analysis. Coupled with the VOF method, a three-dimensional k-e turbulence mathematical model was established for the dam-break flood routing in the complex inundation area. Considering the water-storage and the water-blocking roles of buildings, equivalent roughness method was used in the treatment of complex underlying surface. A mesh model of hexahedral grid elements was established by the use of the unstructured body-fitted grid technology. The discrete forms in space and time were the second-order LUD format and the second-order Crank-Nicholson format respectively, and PISO algorithm was employed. The accuracy of the model was verified by the experimental results of Testa and others. A simulation on Dongwushi reservoir dam-break flood routing in the downstream complex inundation areas was applied. The simulation results were analyzed, and the dam-break flood risk maps were made.

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Available abstract

Numerical simulation of dam-break flood provides a scientific basis for dam-break disaster analysis. Coupled with the VOF method, a three-dimensional k-e turbulence mathematical model was established for the dam-break flood routing in the complex inundation area. Considering the water-storage and the water-blocking roles of buildings, equivalent roughness method was used in the treatment of complex underlying surface. A mesh model of hexahedral grid elements was established by the use of the unstructured body-fitted grid technology. The discrete forms in space and time were the second-order LUD format and the second-order Crank-Nicholson format respectively, and PISO algorithm was employed. The accuracy of the model was verified by the experimental results of Testa and others. A simulation on Dongwushi reservoir dam-break flood routing in the downstream complex inundation areas was applied. The simulation results were analyzed, and the dam-break flood risk maps were made.

Key concepts: Dam break, Flood myth, Routing (electronic design automation), Dam failure, Computer simulation, Unstructured grid, Hydrology (agriculture), Geology

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