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Uncertainty Analysis in the Evaluation of Extreme Rainfall Trends and Its Implications on Urban Drainage System Design

机译:极端降雨趋势评价中的不确定性分析及其对城市排水系统设计的启示

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Future projections provided by climate models suggest that the occurrence of extreme rainfall events will increase and this is evidence that the climate is changing. Because the design of urban drainage systems is based on the statistical analysis of past events, variations in the intensity and frequency of extreme rainfall represent a critical issue for the estimation of rainfall. For this reason, the design criteria of drainage systems should take into account the trends in the past and the future climate changes projections. To this end, a Bayesian procedure was proposed to update the parameters of depth–duration–frequency (DDF) curves to assess the uncertainty related to the estimation of these values, once the evidence of annual maximum rainfall trends was verified. Namely, in the present study, the historical extreme rainfall series with durations of 1, 3, 6, 12 and 24 h for the period of 1950–2008, recorded by the rain gauges located near the Paceco urban area (southern Italy), were analyzed to detect statistically significant trends using the non-parametric Mann-Kendall test. Based on the rainfall trends, the parameters of the DDF curves for a five-year return period were updated to define some climate scenarios. Finally, the implications of the uncertainty related to the DDF parameters estimation on the design of a real urban drainage system was assessed to provide an evaluation of its performance under the assumption of climate change. Results showed that the future increase of annual maximum precipitation in the area of study would affect the analyzed drainage system, which could face more frequent episodes of surcharge.
机译:气候模型提供的未来预测表明,极端降雨事件的发生将增加,这是气候变化的证据。因为城市排水系统的设计基于对过去事件的统计分析,所以极端降雨的强度和频率的变化代表了估算降雨的关键问题。因此,排水系统的设计标准应考虑过去的趋势和未来的气候变化预测。为此,提出了贝叶斯程序以更新深度-持续时间-频率(DDF)曲线的参数,以在验证年度最大降雨趋势的证据后,评估与这些值的估计有关的不确定性。即,在本研究中,由位于意大利南部佩斯科市区附近的雨量计记录的1950-2008年期间的历史极端降雨序列为1、3、6、12和24 h。使用非参数Mann-Kendall检验进行分析,以检测具有统计学意义的趋势。根据降雨趋势,更新了五年回报期的DDF曲线参数,以定义一些气候情景。最后,评估了与DDF参数估算有关的不确定性对实际城市排水系统设计的影响,以评估其在气候变化假设下的性能。结果表明,研究区域未来最大年降水量的增加会影响所分析的排水系统,从而可能会面临更多的附加费事件。

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