确定处理湿地的高效下水道尺寸

Ania Morvannou, Matthieu Dufresne, M. Gromaire, Stéphane Troesch, N. Forquet
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摘要

湿地处理被认为是减轻城市径流影响的有效技术。然而,人们对设计准则尚未达成共识,对一些设计特征(如下排水系统)的影响也尚未进行研究。我们开发了一个简单的模拟模型,以模拟暗渠网络(在饱和状态下运行),并评估进入暗渠网络的水流的空间异质性。该模型已应用于巴黎地区的一个处理湿地,结果表明,暗渠网络在很大程度上尺寸不足,可能导致处理湿地沿线入渗水流分布不均。研究还表明,该模拟模型可用于优化目的,在设计暗渠网络时,使用保守的崎岖系数值非常重要。
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Sizing efficient underdrains for treatment wetlands
Treatment wetlands are recognized as an effective technology for mitigating the impacts of urban runoff. However, there is no consensus on the design guidelines, and the effects of some design features, such as the underdrain system, remain unexplored. A simple analog model has been developed to mimic the underdrain network (when operating at saturation) and to evaluate the spatial heterogeneity of the flow entering it. The model has been applied to a treatment wetland in the Paris area and shows that the underdrain network was largely undersized, likely causing an uneven distribution of infiltrating flow along the length of the treatment wetland. It was also shown that this analog model can be used for optimization purposes and that it is important to use conservative values of the rugosity coefficient when designing an underdrain network.
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