Variability of Empirical Flow QuantilesSource: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 001Author:Hugo A. Loaiciga
DOI: 10.1061/(ASCE)0733-9429(1989)115:1(82)Publisher: American Society of Civil Engineers
Abstract: Empirical quantiles constitute a simple alternative for estimating flow values for which there is a specified nonexceedance probability. The standard error of empirical quantile estimators is a measure of the variability to be expected about the numerical estimates obtained from flow records. It is shown in this work that the standard error of empirical flow quantiles is a function of: (1) The specified probability level associated with a particular quantile; (2) the sample size used in the estimation; and (3) the probability density function governing the realization of flow variates. An example using a series of annual runoff from 1904–1986 in the American River at Folsom Reservoir, California, shows that empirical flow quantiles are efficient, i.e., have standard errors of estimates not exceeding 10% of the actual quantile value when the return periods involved are less than 100 years and the flow record is moderately large. Results from Monte Carlo simulations indicate that the approximate expression for standard error of the empirical quantile derived in this work is accurate to within
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contributor author | Hugo A. Loaiciga | |
date accessioned | 2017-05-08T20:40:21Z | |
date available | 2017-05-08T20:40:21Z | |
date copyright | January 1989 | |
date issued | 1989 | |
identifier other | %28asce%290733-9429%281989%29115%3A1%2882%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23058 | |
description abstract | Empirical quantiles constitute a simple alternative for estimating flow values for which there is a specified nonexceedance probability. The standard error of empirical quantile estimators is a measure of the variability to be expected about the numerical estimates obtained from flow records. It is shown in this work that the standard error of empirical flow quantiles is a function of: (1) The specified probability level associated with a particular quantile; (2) the sample size used in the estimation; and (3) the probability density function governing the realization of flow variates. An example using a series of annual runoff from 1904–1986 in the American River at Folsom Reservoir, California, shows that empirical flow quantiles are efficient, i.e., have standard errors of estimates not exceeding 10% of the actual quantile value when the return periods involved are less than 100 years and the flow record is moderately large. Results from Monte Carlo simulations indicate that the approximate expression for standard error of the empirical quantile derived in this work is accurate to within | |
publisher | American Society of Civil Engineers | |
title | Variability of Empirical Flow Quantiles | |
type | Journal Paper | |
journal volume | 115 | |
journal issue | 1 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(1989)115:1(82) | |
tree | Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 001 | |
contenttype | Fulltext |