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The Role of Local Precipitation Models in Designing Rainwater Drainage Systems in Urban Areas: a Case Study in Krakow, Poland

机译:局部降水模型在设计城市雨水排放系统中的作用:以波兰克拉科夫为例

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摘要

Our paper analyzed the hydraulic aspects of a rainwater-collecting pipe operation in the conditions of rainfall events calculated using two different models. Model I is recommended for use across the entire country, while model II has a more local character. The dimensions of the collecting pipe were determined in two variants, depending on the employed rainfall model. Finally, the hydraulic capacity of the channel was verified under different conditions of rainwater volume. The investigated area is located in the southeastern part of Krakow, a city in southern Poland. The study covered a catchment area of 9,000 m(2). The calculation outcomes indicate that the design rainfall intensity determined in model II was higher for the time interval recommended for the drainage system design than in model I. The numerical calculations performed in the storm water management model (SWMM) program, showed that the collecting pipe design based on rainfall intensity from model II was capable of intercepting the design runoff volume, offering storage volume over a substantial length of pipe.
机译:本文分析了使用两种不同模型计算的降雨事件条件下雨水收集管运行的水力方面。建议在全国范围内使用I型,而II型则更具本地特色。根据所采用的降雨模型,收集管的尺寸分为两种形式。最后,在雨水量不同的条件下,对河道的水力进行了验证。被调查区域位于波兰南部城市克拉科夫的东南部。该研究覆盖了9,000 m(2)的集水区。计算结果表明,在模型II中确定的设计降雨强度在推荐用于排水系统设计的时间间隔内高于模型I。在雨水管理模型(SWMM)程序中进行的数值计算表明,集水管基于模型II的降雨强度进行的设计能够拦截设计径流量,从而在相当长的管道上提供存储量。

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