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One-dimensional modelling of the interactions between heavy rainfall-runoff in an urban area and flooding flows from sewer networks and rivers

机译:市区暴雨径流与下水道和河流洪水的相互作用的一维模型

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Many investigations have been carried out in order to develop models which allow the linking of complex physical processes involved in urban flooding. The modelling of the interactions between overland flows on streets and flooding flows from rivers and sewer networks is one of the main objectives of recent and current research programs in hydraulics and urban hydrology. This paper outlines the original one-dimensional linking of heavy rainfall-runoff in urban areas and flooding flows from rivers and sewer networks under the RIVES project framework (Estimation of Scenario and Risks of Urban Floods). The first part of the paper highlights the capacity of Canoe software to simulate the street flows. In the second part, we show the original method of connection which enables the modelling of interactions between processes in urban flooding. Comparisons between simulated results and the results of Despotovic et al. or Gomez & Mur show a good agreement for the calibrated one-dimensional connection model. The connection operates likes a manhole with the orifice/weir coefficients used as calibration parameters. The influence of flooding flows from river was taken into account as a variable water depth boundary condition.
机译:为了开发模型,已经进行了许多调查,这些模型可以将城市洪水所涉及的复杂物理过程联系起来。道路上的陆上水流与河流和下水道网络的洪水流之间的相互作用的建模是水力学和城市水文学最新和当前研究计划的主要目标之一。本文概述了在RIVES项目框架(情景估计和城市洪水风险)下城市地区暴雨径流与河流和下水道网络洪水的原始一维联系。本文的第一部分重点介绍了Canoe软件模拟街道流量的功能。在第二部分中,我们展示了原始的连接方法,该方法可以对城市洪水过程之间的相互作用进行建模。模拟结果与Despotovic等人的结果之间的比较。或Gomez&Mur对校准的一维连接模型显示出良好的协议。该连接就像井孔一样工作,孔/堰系数用作校准参数。作为可变水深边界条件,考虑了河流洪水的影响。

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