首页> 外文会议>IAHR World Congress >LARGE NEGATIVE BIASES IN DESIGN RAINFALL CAUSED BY TEMPORAL AGGREGATION OF PRECIPITATION DATA AND BY EXTRACTING MAXIMA FROM A SUBSET OF ALL STORMS
【24h】

LARGE NEGATIVE BIASES IN DESIGN RAINFALL CAUSED BY TEMPORAL AGGREGATION OF PRECIPITATION DATA AND BY EXTRACTING MAXIMA FROM A SUBSET OF ALL STORMS

机译:由降雨量的时间聚集和从所有风暴的子集中提取最大值的设计降雨中的大负偏差

获取原文

摘要

In previous work, we derived Depth-Duration-Frequency (DDF) values at a research weather station in Concepcion, Chile. When comparing with the officially-recommended values, used for engineering design, we found severe underestimation in the latter, particularly for shorter durations. We hypothesised that there could be methodological causes behind this large bias, potentially implying a nation-wide problem, which could very well explain the perennial failure of urban storm water systems in Chile. In this work, we analyse two alternative explanations for the observed underestimation: (i) the use of temporally-aggregated instead of continuous rainfall data, and (ii) considering only the four largest storms per year when extracting the rainfall maxima, instead of sampling all independent storm events. Similar procedures have been traditionally used in Chile and other countries to obtain DDF values. In order to obtain both the mean and variability in the bias, for each one of the two studied effects, we did our analyses with precipitation data from 52 different weather stations in Switzerland. Each location had the same brand and model of instrument, and the same gauging protocols, over a concurrent, continuous 32 year-long (1982-2013) record consisting of accumulated rainfall over 10 min-long aggregation periods. We first obtained the "correct" DDF values at each station, for rainfall durations of 1, 2, 3, 4, and 5 h, considering the full-resolution data and all storms in the record. We then generated alternative DDF values, first by aggregating the original 10-min data over increasing time windows (20, 30, and 60 min), and then by extracting the rainfall maxima from only the four largest storms for every year in the record. In order to avoid estimation problems, we only worked with frequent, 1 to 5 year return periods, and the DDF values were obtained directly from ranked partial duration series. Biases introduced by (i) temporal aggregation, (ii) considering only a subset of storms, and (iii) using both procedures simultaneously, were then computed and analysed. Even though there are differences between locations, results were quite similar overall, and actually quite surprising: Two accepted practices, the aggregation of rainfall data over even "reasonably short" periods and not considering all storms when searching for the maxima, result in large underestimation of design precipitation. For example, in the case of the 1-hr rainfall with return periods T between 1 and 5 yr, aggregating rainfall data over 60 min-long periods causes a mean bias of -10.4% (averaging over all locations and return periods), which can go up to -22.6% for T=5 yr, at some locations. In turn, and again for the 1-hour rainfall, extracting the maxima from only the four largest storms per year instead of considering all storms, introduces a mean (averaging across all locations) bias of -35.5% for T=1 yr, which monotonically decreases to -14.9% for T=5 yr. The maximum underestimation due to this effect can reach up to 57%. As should be theoretically expected, both effects decrease sharply for increasing rainfall durations. Still, their combination (i.e., as is done in Chile: aggregating data over fixed 60 min intervals and simultaneously considering only the four largest storms when extracting the maxima) results in mean biases of -24.9%, -12.9%, -7.4%, -5.0% and -3.3%, for durations of 1, 2, 3, 4, and 5 h, respectively, for T=5 yr, which increase for more frequent return periods. In the mean, these two methodological effects do indeed cause severe negative biases in DDF values, when averaging over 52 Swiss stations. For individual stations though, the underestimation can be up to 5.1 times as high as the average, depending on rainfall duration, for T=5 yr. It must also be remembered that the original data used in these analyses are not continuous but were already aggregated over 10-min periods, so that the actual biases should be even higher than what we
机译:在以前的工作中,我们在智利康塞普西翁的研究气象站派生了深度持续时间(DDF)值。与用于工程设计的正式推荐的值进行比较时,我们发现后者的严重低估,特别是对于较短的持续时间。我们假设可能存在这种大偏见的方法论导致,可能意味着一个全国性的问题,这可能非常解释智利城市风暴水系统的常年失败。在这项工作中,我们分析了两个观察到的替代解释:(i)使用时间汇总而不是连续降雨数据,以及(ii)在提取降雨最大值时只考虑每年的四个最大的风暴,而不是采样所有独立的风暴事件。类似的程序传统上用于智利和其他国家以获得DDF值。为了获得偏差的平均值和可变性,对于两个研究的效果中的每一个,我们对瑞士52种不同气象站的降水数据进行了分析。每个地点都有相同的品牌和仪器模型,以及同样的测量协议,同时,连续32年长(1982-2013)记录组成的累计降雨量超过10分钟的聚合期。我们首先在每个站获得“正确”DDF值,用于降雨持续时间为1,2,3,4和5小时,考虑到记录中的全分辨率数据和所有风暴。然后我们生成替代的DDF值,首先通过在增加时间窗口(20,30和60分钟)上聚合原始的10分钟数据,然后通过在记录中每年的四个最大的风暴中提取降雨最大值。为了避免估计问题,我们频繁使用1到5年的返回期,并且直接从排名部分持续时间系列获得DDF值。由(i)时间聚合引入的偏差(ii)仅计算并分析使用这两个过程的暴风雨和(iii)的子集。尽管位置之间存在差异,但结果非常相似,实际上非常令人惊讶:两个接受的做法,降雨数据的聚合甚至“合理短暂”时期,而不是在寻找最大值时考虑所有风暴,导致大量低估设计降水。例如,在1-HR降雨的情况下,在1到5年之间的返回时期T之间,在60分钟内聚集的降雨数据超过60分钟,导致-10.4%的平均偏差(平均所有位置和返回期)在某些位置,可以高达-22.6%的t = 5 yr。反过来,再次降雨,从每年只有四个最大的风暴提取最大值,而不是考虑所有风暴,介绍t = 1 yr的平均值(所有地点)偏差-35.5%单调减少至-14.9%,对于t = 5 yr。由于这种效果的最大低估可达到57%。理论上应该是预期的,两种效果都急剧下降以增加降雨持续时间。仍然是他们的组合(即,如在智利中所做的那样:通过固定的60分钟间隔聚合数据,并同时仅考虑提取最大值时的四个最大风暴)导致平均偏差为-24.9%,-12.9%,-7.4%导致-24.9%, -5.0%和-3.3%,对于T = 5 Yr,分别为1,2,3,4和5 h的持续时间,这增加了更频繁的返回期。在平均值的情况下,当平均超过52个瑞士站时,这两种方法效应确实在DDF值中导致严重的负偏差。但是,对于单个站,对于降雨持续时间,低估可以高达平均值的高度高度为5.1倍。还必须记住,这些分析中使用的原始数据不是连续的,但已经在10分钟内汇总,因此实际偏差应该高于我们的

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号