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首页> 外文期刊>Environment protection engineering >DEPTH-DURATION-FREQUENCY RAINFALL MODEL FOR DIMENSIONING AND MODELLING OF WROCLAW DRAINAGE SYSTEMS
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DEPTH-DURATION-FREQUENCY RAINFALL MODEL FOR DIMENSIONING AND MODELLING OF WROCLAW DRAINAGE SYSTEMS

机译:旋流排水系统尺寸建模的深度-持续时间降雨模型

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摘要

The paper presents the method for model formation to describe the maximum rainfall depth in Wroclaw for practical applications. Two models have been formulated: a probabilistic model for rainfall frequency range from C = 1 year do C = 100 years, and a physical model for frequency range from C = 1 year do C = 0.1 year. The probabilistic model can be used for dimensioning and modeling effects of sewage or combined sewage systems, for the required EN 752 standard for drainage area. This model, due to the time range of rainfalls (up to 3 days) can be also suitable for determining the volume of the storage reservoirs. The physical model, in turn, allows determination of storm overflows number per year.
机译:本文介绍了用于实际应用的描述弗罗茨瓦夫最大降雨深度的模型形成方法。已经制定了两个模型:降雨频率范围从C = 1年到C = 100年的概率模型,以及频率范围从C = 1年到C = 0.1年的物理模型。对于排水区域所需的EN 752标准,概率模型可用于对污水或污水处理系统的尺寸进行建模和建模。由于降雨的时间范围(最多3天),该模型也适用于确定存储库的容量。物理模型又可以确定每年的风暴溢出次数。

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  • 来源
    《Environment protection engineering》 |2012年第4期|127-138|共12页
  • 作者单位

    Institute of Environmental Protection Engineering, Wroclaw University of Technology, pl. Grunwaldzki 9, 50-370 Wroclaw, Poland;

    Institute of Environmental Protection Engineering, Wroclaw University of Technology, pl. Grunwaldzki 9, 50-370 Wroclaw, Poland;

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