Stochastic back analysis of permeability coefficient using generalized Bayesian method

Owing to the fact that the conventional deterministic back analysis of the permeability coefficient cannot reflect the uncertainties of parameters, including the hydraulic head at the boundary, the permeability coefficient and measured hydraulic head, a stochastic back analysis taking consideration...

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Main Authors: Zheng Guilan, Wang Yuan, Wang Fei, Yang Jian
Format: Article
Language:English
Published: Elsevier 2008-09-01
Series:Water Science and Engineering
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1674237015300302
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spelling doaj-3081a64270db4c2a92ca92d0a47c5a872020-11-24T22:56:48ZengElsevierWater Science and Engineering1674-23702008-09-0113839210.3882/j.issn.1674-2370.2008.03.009Stochastic back analysis of permeability coefficient using generalized Bayesian methodZheng Guilan0Wang Yuan1Wang Fei2Yang Jian3College of Traffic, College of Ocean, Hohai University, Nanjing 210098, P. R. ChinaKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, P. R. ChinaKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, P. R. ChinaKey Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, P. R. ChinaOwing to the fact that the conventional deterministic back analysis of the permeability coefficient cannot reflect the uncertainties of parameters, including the hydraulic head at the boundary, the permeability coefficient and measured hydraulic head, a stochastic back analysis taking consideration of uncertainties of parameters was performed using the generalized Bayesian method. Based on the stochastic finite element method (SFEM) for a seepage field, the variable metric algorithm and the generalized Bayesian method, formulas for stochastic back analysis of the permeability coefficient were derived. A case study of seepage analysis of a sluice foundation was performed to illustrate the proposed method. The results indicate that, with the generalized Bayesian method that considers the uncertainties of measured hydraulic head, the permeability coefficient and the hydraulic head at the boundary, both the mean and standard deviation of the permeability coefficient can be obtained and the standard deviation is less than that obtained by the conventional Bayesian method. Therefore, the present method is valid and applicable.http://www.sciencedirect.com/science/article/pii/S1674237015300302permeability coefficientstochastic back analysisgeneralized Bayesian methodvariable metric algorithm
collection DOAJ
language English
format Article
sources DOAJ
author Zheng Guilan
Wang Yuan
Wang Fei
Yang Jian
spellingShingle Zheng Guilan
Wang Yuan
Wang Fei
Yang Jian
Stochastic back analysis of permeability coefficient using generalized Bayesian method
Water Science and Engineering
permeability coefficient
stochastic back analysis
generalized Bayesian method
variable metric algorithm
author_facet Zheng Guilan
Wang Yuan
Wang Fei
Yang Jian
author_sort Zheng Guilan
title Stochastic back analysis of permeability coefficient using generalized Bayesian method
title_short Stochastic back analysis of permeability coefficient using generalized Bayesian method
title_full Stochastic back analysis of permeability coefficient using generalized Bayesian method
title_fullStr Stochastic back analysis of permeability coefficient using generalized Bayesian method
title_full_unstemmed Stochastic back analysis of permeability coefficient using generalized Bayesian method
title_sort stochastic back analysis of permeability coefficient using generalized bayesian method
publisher Elsevier
series Water Science and Engineering
issn 1674-2370
publishDate 2008-09-01
description Owing to the fact that the conventional deterministic back analysis of the permeability coefficient cannot reflect the uncertainties of parameters, including the hydraulic head at the boundary, the permeability coefficient and measured hydraulic head, a stochastic back analysis taking consideration of uncertainties of parameters was performed using the generalized Bayesian method. Based on the stochastic finite element method (SFEM) for a seepage field, the variable metric algorithm and the generalized Bayesian method, formulas for stochastic back analysis of the permeability coefficient were derived. A case study of seepage analysis of a sluice foundation was performed to illustrate the proposed method. The results indicate that, with the generalized Bayesian method that considers the uncertainties of measured hydraulic head, the permeability coefficient and the hydraulic head at the boundary, both the mean and standard deviation of the permeability coefficient can be obtained and the standard deviation is less than that obtained by the conventional Bayesian method. Therefore, the present method is valid and applicable.
topic permeability coefficient
stochastic back analysis
generalized Bayesian method
variable metric algorithm
url http://www.sciencedirect.com/science/article/pii/S1674237015300302
work_keys_str_mv AT zhengguilan stochasticbackanalysisofpermeabilitycoefficientusinggeneralizedbayesianmethod
AT wangyuan stochasticbackanalysisofpermeabilitycoefficientusinggeneralizedbayesianmethod
AT wangfei stochasticbackanalysisofpermeabilitycoefficientusinggeneralizedbayesianmethod
AT yangjian stochasticbackanalysisofpermeabilitycoefficientusinggeneralizedbayesianmethod
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