Sample size determination in open-channel inverse problems

被引:3
作者
Khatibi, RH
机构
[1] Shaw Swindon, Wilts SN5 9WX
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2001年 / 127卷 / 08期
关键词
Central Limit Theorem - Datapoints - Derived formulae - Friction parameters - Latent information - Objective approaches - Open channels - Open-channel flow - Sample size determination - Sample sizes;
D O I
10.1061/(ASCE)0733-9429(2001)127:8(678)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Open-channel flow simulations require values of friction parameters that are determined through formulating their inverse problems using a sample of historic events. However, there is a risk of the parameter values being biased toward the events used because of the sample size of historic events. Traditional. sample-size determination approaches are known to suffer from a conflict between reliability and costs. In addition, there is no objective approach to determine a minimum size. These problems are solved through formulating the new "confidence calculation method," which builds on the following: (1) the data points of a "parent sample" of friction parameters are resampled into "subsample populations," where their "subsample means" contain latent information governed by the "central limit theorem"; (2) a rigorously derived formula makes it possible to calculate standard deviations of subsample populations, replacing direct resampling operations with mathematical ones; and (3) the method is parameterized for quantitatively trading off between sample sizes and reliability, minimizing the risk of the dependence of parameter values on their size. This paper illustrates the application of the method using synthetically generated samples of open-channel friction parameters.
引用
收藏
页码:678 / 688
页数:11
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