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冀永鹏, 张洪兴, 王运涛, 李 晋, 张明亮.基于二维浅水方程的城市地面洪水演进数值模拟研究水资源与水工程学报[J].,2020,31(2):42-49
基于二维浅水方程的城市地面洪水演进数值模拟研究
Numerical simulation of urban surface flood evolution based on two-dimensional shallow water equation
  
DOI:10.11705/j.issn.1672-643X.2020.02.07
中文关键词:  浅水方程  Roe格式  动边界  负水深  城市雨洪
英文关键词:shallow water equation  Roe scheme  dynamic boundary  negative water depth  urban rainfall flood
基金项目:国家重点研发计划项目(2019YFC1407704); 国家自然科学基金项目(51879028); 辽宁省海洋与渔业厅科研项目(201725)
作者单位
冀永鹏1, 张洪兴2, 王运涛3, 李 晋4, 张明亮1 (1.大连海洋大学 海洋科技与环境学院 辽宁 大连 116023 2.大连理工大学 港口、海岸与近海工程国家重点实验室 辽宁 大连 116025 3.大连理工大学 水资源与防洪研究所辽宁 大连 116025 4.盘锦鸳鸯沟国家级海洋公园管理办公室 辽宁 盘锦 124010) 
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中文摘要:
      探究城市内涝灾害数值预报对城市的防洪减灾及灾害评估具有重要意义。基于三角形非结构网格,采用Godunov型有限体积法建立了一个高精度的二维浅水水动力数值模型。该模型使用Roe格式计算界面通量,可以较好地捕捉洪水的动边界运动,模型将静水压力项放入源项中,减少了由于地形底坡项带来的数值解伪震荡。该模型对动边界以及负水深处理技术进行了改进,能够有效提高模型模拟的精确度和静水和谐性。在应用3个算例对模型进行率定的基础上,将模型应用于浑河、太子河之间浑太胡同区域的地表洪水演进的模拟中。结果表明:浑太胡同内洪水演进的水深、流场变化均较为合理,组合溃堤各水深淹没面积均为最大,模拟结果很好地验证了城市区域雨洪的流动演变过程,证明该模型可以用于复杂地形的城市由降水形成的暴雨积水及地表洪水演进模拟过程,模型可快速为城市防汛减灾提供积水情况及涝情信息。
英文摘要:
      It is of great significance to explore the numerical prediction of urban waterlogging disasters for flood control, disaster alleviation and disaster assessment. Based on the triangular unstructured grid, a high-precision two-dimensional shallow water hydrodynamic model was established using the Godunov finite volume method. The model uses Roe scheme to calculate the interface flux, which can capture the dynamic boundary motion of flood. The model puts the hydrostatic pressure into the source terms to reduce the numerical solution of pseudo-oscillations caused by the terrain slope. The model also improves the dynamic boundary and negative water depth treatment method, which can effectively improve the accuracy and static water harmony of the model simulation. After the calibration of three examples, the model was applied to the simulation of surface flood evolution in Huntai Alley area, which is between the Hun River and Taizi River. The results showed that the changes of water depth and flow field were reasonable, under the condition of combined dam break the inundated area of different water depths was uniformly the largest. The simulation results verified the flow evolution process of rainfall flood in the urban area. It is proved that the model can be used to simulate the rainstorm water accumulation and surface flood evolution caused by urban precipitation in complex terrains, and the model can quickly provide water accumulation and waterlogging information for urban flood control and disaster alleviation.
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