文章摘要
王晓玲,张爱丽,陈华鸿,孙蕊蕊.三维溃坝洪水在复杂淹没区域演进的数值模拟[J].水利学报,2012,43(9):
三维溃坝洪水在复杂淹没区域演进的数值模拟
Three-dimensional numerical simulation of dam-break flood routing in the complex inundation areas
  
DOI:
中文关键词: 溃坝洪水演进  复杂淹没区域  VOF法  等效糙率  三维数值模拟  洪水风险图
英文关键词: dam-break flood routing  complex inundation area  VOF method  equivalent roughness method  three-dimensional numerical simulation  flood risk maps
基金项目:
作者单位
王晓玲 天津大学水利工程仿真与安全国家重点实验室天津300072 
张爱丽 天津大学水利工程仿真与安全国家重点实验室天津300072 
陈华鸿 天津市水利勘测设计院天津300204 
孙蕊蕊 天津大学水利工程仿真与安全国家重点实验室天津300072 
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中文摘要:
      溃坝数值模拟为溃坝洪水的灾害性分析提供科学依据。针对溃坝洪水在复杂淹没区域中的演进过程,建立了耦合VOF法的三维k-ε紊流数学模型,采用等效糙率法处理了复杂下垫面,兼顾考虑了建筑物群的滞水及阻水作用。运用无结构贴体网格划分技术,建立了六面体单元网格模型。离散格式为二阶LUD 空间离散格式和二阶Crank-Nicholson时间离散格式,并采用PISO算法进行了数值求解。通过Testa等人的物理模型的实验结果验证了该模型的准确性。结合东武仕水库溃坝在下游复杂淹没区域中的洪水演进过程进行了数值模拟和分析,并绘制了溃坝洪水风险图。
英文摘要:
      Numerical simulation of dam-break flood provides a scientific basis for dam-break disaster analysis. Coupled with the VOF method, a three-dimensional k-ε 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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