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Analysis of flash flood scenarios in an urbanized catchment using a two-dimensional hydraulic model

机译:基于二维水力模型的城市化集水区山洪暴发情景分析

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In Italy, growing urbanization is leading to a higher risk of flooding of small water courses, especially in steep catchments of limited area, where severe flash flood events can occur. The assessment of flash flood hazard requires new modelling tools that can reproduce both the rainfall-runoff processes in the catchment, and the flow processes in the drainage network. In this paper we propose the use of a simple two-dimensional hydraulic model for analysing a flood scenario in a small valley within the urban area of the city of Bologna, Italy. Historically this area has been prone to severe flood events, the most recent of which occurred in 1955 and 1932. Since then there has been a significant increase in urbanization of the lower portion of the catchment, while the natural stream bed has been partially replaced by a culvert. The two-dimensional hydraulic model was therefore applied at catchment scale, in order to simulate the possible effects of historical scenarios in the present catchment configuration. Rainfall and runoff data measured during recent rainfall events were used to calibrate model parameters. Model results show that the current culvert section would be insufficient to drain the runoff produced by intense rainfall events, with potential inundation of surrounding urban areas.
机译:在意大利,不断发展的城市化导致小型水道泛滥的风险增加,特别是在有限区域的陡峭集水区,那里可能发生严重的山洪暴发事件。对山洪灾害的评估需要新的建模工具,该工具可以重现集水区的降雨径流过程和排水网络的流量过程。在本文中,我们建议使用简单的二维水力模型来分析意大利博洛尼亚市市区内一个小山谷中的洪水情况。从历史上看,该地区容易发生严重的洪灾事件,最近一次发生在1955年和1932年。自那时以来,流域下部的城市化进程显着增加,而天然河床已被部分取代涵洞。因此,在流域规模上应用了二维水力模型,以便模拟历史情景在当前流域配置中可能产生的影响。最近的降雨事件中测得的降雨和径流数据用于校准模型参数。模型结果表明,目前的涵洞截面不足以消除强降雨事件产生的径流,并可能淹没周围的城市地区。

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