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The influence of depression storage on runoff from impervious surface of urban catchment

机译:洼地蓄水对城市集水区不透水径流的影响

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This paper contains results of a depression storage investigation based on simulations of runoff using SWMM 5 software and measurements from a real urban catchment in Poznan, Poland. The catchment area is 6.7km(2) and its average imperviousness has been evaluated as 29 %. Altogether, 46 rainfall events, registered by tipping-bucket raingauges in years 2006-2010 in three stations, have been analysed. The best agreement of the computed outflow hydrographs with the results of measurements has been obtained for a depression storage depth of 1.5mm. The influence of spatial distribution of impervious surface depression on the shape of the computed hydrographs has been found to not be significant.
机译:本文包含基于洼地存储调查的结果,该调查基于使用SWMM 5软件进行的径流模拟以及来自波兰波兹南的实际城市集水区的测量。流域面积为6.7 km(2),其平均不渗透性已评估为29%。总共分析了46个降雨事件,这些事件由2006-2010年期间的三个小站的倾卸式雨量计进行了记录。对于凹陷存储深度为1.5mm的情况,已获得计算出的出水位图与测量结果的最佳一致性。已经发现,不透水表面凹陷的空间分布对计算出的水文图形的形状影响不大。

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