Kouyi G Lipeme, Fraisse D, Rivière N, Guinot V, Chocat B
Université de Lyon, F-69000, Lyon, France.
Water Sci Technol. 2009;60(4):927-34. doi: 10.2166/wst.2009.431.
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.
为了开发能够关联城市洪水所涉及的复杂物理过程的模型,已经开展了许多调查研究。街道上的地表径流与河流及排水管网的洪水水流之间相互作用的建模,是近期和当前水力学及城市水文学研究项目的主要目标之一。本文概述了在“城市洪水情景与风险评估(RIVES)”项目框架下,城市地区暴雨径流与河流及排水管网洪水水流的一维原始关联。论文第一部分强调了Canoe软件模拟街道水流的能力。在第二部分,我们展示了能够对城市洪水过程之间的相互作用进行建模的原始连接方法。模拟结果与Despotovic等人或Gomez & Mur的结果之间的比较表明,经校准的一维连接模型吻合度良好。该连接的运行方式类似于一个检修孔,将孔口/堰系数用作校准参数。河流洪水水流的影响被视为可变水深边界条件。