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A rationale for using local and regional point rainfall data for design and analysis of urban storm drainage systems

机译:使用局部和区域性降雨数据进行城市暴雨排水系统设计和分析的基本原理

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The Danish measuring network for high-resolution rainfall data consists of approximately 70 tipping bucket rain gauges of which 41 have been operated for more than 10 years. The gauges are separated by one to 300 km and cover an area of 43,000 km2. Significant geographical variations of extreme rainfall characteristics have been observed. Part of these variations can be explained by correlation with the mean annual rainfall and the existence of a metropolitan effect in the Greater Copenhagen area. The remaining variation may be attributed to sampling errors and small-scale spatial variations close to the gauges. Engineering methodologies all require rain data of some kind, ranging from design storms based on idf-curves for use in simple calculations to high-resolution time series for use in detailed simulation studies. A comprehensive regional analysis was carried out to account for the geographical variation and to improve estimation for large return periods exceeding the actual length of the measured time series. Ideally, rainfall data used as input to urban drainage calculations should always be based on regional rain information. Regional design storms can be made readily available based on theory developed in this study. However, a satisfactory framework for generating synthetic rain series from regional rain information is not yet available. Thus, there will still be a need for using historical rain series in the near future. To improve the basis for choosing representative historical rain series all the Danish gauges have been classified according to their deviations from the regional distribution. (C) 1998 IAWQ. Published by Elsevier Science Ltd. All rights reserved. [References: 11]
机译:丹麦的高分辨率降雨数据测量网络由大约70个倾翻式斗式雨量计组成,其中41个已经使用了10年以上。仪表之间的距离为1到300公里,覆盖面积为43,000平方公里。已经观察到极端降雨特征的重大地理变化。这些变化的一部分可以通过与大哥本哈根地区的年平均降雨量和大都会效应的相关性来解释。剩余的变化可归因于采样误差和接近量规的小尺度空间变化。工程方法都需要某种降雨数据,从基于idf曲线的设计风暴(用于简单计算)到高分辨率时间序列(用于详细的模拟研究)不等。进行了全面的区域分析,以说明地理差异并改善对超过所测量时间序列实际长度的大回报期的估计。理想情况下,用作城市排水计算输入的降雨量数据应始终基于区域降雨信息。根据本研究开发的理论,可以随时提供区域设计风暴。但是,尚没有令人满意的框架来从区域降雨信息中生成合成降雨序列。因此,在不久的将来仍然需要使用历史降雨序列。为了改善选择具有代表性的历史降雨序列的基础,所有丹麦雨量器均根据其与区域分布的偏差进行了分类。 (C)1998 IAWQ。由Elsevier Science Ltd.出版。保留所有权利。 [参考:11]

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