王驰,王红,周正萍,左其华.决口海堤洪水波传播模拟和分析研究I:方法和验证[J].海洋工程,2019,37(5):68~78
决口海堤洪水波传播模拟和分析研究I:方法和验证
Simulation and analysis of flood wave propagation in burst seawall I: Method and verification
  
DOI:10.16483/j.issn.1005-9865.2019.05.008
中文关键词:  海堤决口  越浪量  洪水波  虚拟边界  模型试验  SWASH模型
英文关键词:seawall breach  over-wave volume  flood wave  virtual boundary  model test  SWASH model
基金项目:
作者单位E-mail
王驰 南京水利科学研究院江苏 南京 210029 cwang@nhri.cn 
王红 南京水利科学研究院江苏 南京 210029  
周正萍 南京水利科学研究院江苏 南京 210029  
左其华 南京水利科学研究院江苏 南京 210029  
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中文摘要:
      选用水槽和港池物理模型方法以及已有的一些物理模型试验成果,结合SWASH模型,对孤立波在海堤斜坡上的爬高和越浪进行验证,确定合适的计算参数;计算和分析几种不同内坡形式的海堤堤顶决口,确定合适的海堤内坡边界条件。研究分析表明,验证后的SWASH模型可以用来进行海侧来波和陆域越堤波浪的联合计算,为决口海堤洪水波传播模拟和分析奠定了基础。
英文摘要:
      Using the physical model method of the sink and the harbor basin and some existing physical model test results, combined with the SWASH model, the climb and overshoot of the solitary wave on the slope of the seawall were verified, and determine the appropriate calculation parameters were determined; through calculating and analyzing several different types of seawall embankment breaks, the appropriate boundary conditions of the seawall were finalized. The research shows that the verified SWASH model can be used to jointly calculate the waves on the sea side and the waves on the land, and lays the foundation for the simulation and analysis of the flood wave propagation of the seawall.
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