Optimal Evacuation Scheme Based on Dam-Break Flood Numerical Simulation

来源 :Transactions of Tianjin University | 被引量 : 0次 | 上传用户:sophia_je
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The optimal evacuation scheme is studied based on the dam-break flood numerical simulation. A threedimensional dam-break mathematical model combined with the volume of fluid (VOF) method is adopted. According to the hydraulic information obtained from numerical simulation and selecting principles of evacuation emergency scheme, evacuation route analysis model is proposed, which consists of the road right model and random degree model. The road right model is used to calculate the consumption time in roads, and the random degree model is used to judge whether the roads are blocked. Then the shortest evacuation route is obtained based on Dijstra algorithm. Gongming Reservoir located in Shenzhen is taken as a case to study. The results show that industrial area Ⅰ is flooded at 2 500 s, and after 5 500 s, most of industrial area Ⅱ is submerged. The Hushan, Loucun Forest and Chaishan are not flooded around industrial area Ⅰand Ⅱ. Based on the above analysis, the optimal evacuation scheme is determined. The optimal evacuation scheme is studied based on the dam-break flood numerical simulation. A threedimensional dam-break mathematical model combined with the volume of fluid (VOF) method is adopted. According to the hydraulic information obtained from numerical simulation and selecting principles of evacuation emergency scheme, evacuation route analysis model is proposed, which consists of the road right model and random degree model. The road right model is used to calculate the consumption time in roads, and the random degree model is used to judge whether the roads are blocked . The shortest evacuation route is obtained based on Dijstra algorithm. Gongming Reservoir located in Shenzhen is taken as a case to study. The results show that industrial area Ⅰ is flooded at 2 500 s, and after 5 500 s, most of industrial area The Hushan, Loucun Forest and Chaishan are not flooded around industrial area Ⅰ and Ⅱ. Based on the above analysis, the optimal evacuation cheme is determined.
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