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Modeling urban floods and drainage using SWMM and MIKE URBAN: a case study

机译:使用SWMMH和MIKE URBAN对城市洪水和排水进行建模:案例研究

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To avoid the nuisance of frequent flooding during rainy season, designing an efficient stormwater drainage system has become the need of the hour for present world engineers and urban planners. The present case study deals with providing a solution to stormwater management problem in an urbanized area. Mann-Kendall and Sen's slope tests are used to perform the trend analysis of rainfall events using daily rainfall data (1956-2012), while the L-moments-based frequency analysis method is employed to estimate the design storm for a small urbanized area in West Bengal, India, using daily annual maximum rainfall (1975-2013). SWMM (Storm Water Management Model) and MIKE URBAN models are used to design an efficient drainage system for the study area. Two-dimensional (2D) MIKE URBAN model is primarily used to overcome the limitation of one-dimensional (1D) SWMM in simulating flood extent and flood inundation. Model simulation results from MIKE URBAN are shown for an extreme rainfall event of July 29, 2013. A multi-purpose detention pond is also designed for groundwater recharge and attenuating the peak of outflow hydrograph at the downstream end during high-intensity rainfall. This study provides an insight into the importance of 2D model to deal with location-specific flooding problems.
机译:为了避免在雨季频繁发生洪水的滋扰,设计有效的雨水排放系统已经成为当今世界工程师和城市规划人员的当务之急。本案例研究旨在为城市化地区的雨水管理问题提供解决方案。 Mann-Kendall和Sen的边坡测试用于使用每日降雨量数据(1956-2012)进行降雨事件的趋势分析,而基于L矩的频率分析方法用于估计小城市化地区的设计风暴。印度西孟加拉邦,使用每年的每日最大降雨量(1975-2013)。 SWMM(暴雨水管理模型)和MIKE URBAN模型用于设计研究区域的高效排水系统。二维(2D)MIKE URBAN模型主要用于克服一维(1D)SWMM在模拟洪水范围和洪水泛滥中的局限性。显示了MIKE URBAN在2013年7月29日的一次极端降雨事件中的模型模拟结果。还设计了一个多用途滞留池,用于补给地下水,并在高强度降雨期间减弱下游端的出水水位峰值。这项研究深入了解了2D模型在处理特定于位置的洪水问题中的重要性。

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