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...
Main Authors: | , , , |
---|---|
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 |
id |
doaj-3081a64270db4c2a92ca92d0a47c5a87 |
---|---|
record_format |
Article |
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 |
_version_ |
1725653249819672576 |