{"title":"Bayesian updating for improving long-term performance prediction of composite liners in landfills with temporally variable leachate head","authors":"Cheng Chen , Liang-Tong Zhan , Hai-Jian Xie , Yun-Min Chen","doi":"10.1016/j.compgeo.2025.107511","DOIUrl":null,"url":null,"abstract":"<div><div>Predicting the long-term performance of landfill composite liners remains challenging due to temporally variable leachate heads combined with various sources of uncertainties. This study proposes a Bayesian updating framework to enhance the prediction of composite liner performance by systematically integrating field observations with prior knowledge. The framework addresses uncertainties in key parameters—including wrinkle length, hole frequency, hydraulic conductivity, and interface transmissivity—while accounting for model bias and measurement errors. An illustrative example of a geomembrane/geosynthetic clay liner/attenuation layer (GM/GCL/AL) system under high leachate head conditions demonstrates the method’s effectiveness. Results show that iterative Bayesian updating significantly improves leakage rate predictions across different landfill operational stages and refines estimates of contaminant breakthrough time (BTT), reducing prediction errors to within − 10 % to + 5 %, outperforming approaches that partially address uncertainties. Parametric studies further reveal that higher prior coefficients of variation (COVs) for model parameters and model bias lead to more stable predictions. This approach provides a dynamic and adaptable tool for optimizing landfill liner design and maintenance, offering improved accuracy in long-term environmental risk assessment.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"187 ","pages":"Article 107511"},"PeriodicalIF":6.2000,"publicationDate":"2025-07-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25004604","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
引用次数: 0
Abstract
Predicting the long-term performance of landfill composite liners remains challenging due to temporally variable leachate heads combined with various sources of uncertainties. This study proposes a Bayesian updating framework to enhance the prediction of composite liner performance by systematically integrating field observations with prior knowledge. The framework addresses uncertainties in key parameters—including wrinkle length, hole frequency, hydraulic conductivity, and interface transmissivity—while accounting for model bias and measurement errors. An illustrative example of a geomembrane/geosynthetic clay liner/attenuation layer (GM/GCL/AL) system under high leachate head conditions demonstrates the method’s effectiveness. Results show that iterative Bayesian updating significantly improves leakage rate predictions across different landfill operational stages and refines estimates of contaminant breakthrough time (BTT), reducing prediction errors to within − 10 % to + 5 %, outperforming approaches that partially address uncertainties. Parametric studies further reveal that higher prior coefficients of variation (COVs) for model parameters and model bias lead to more stable predictions. This approach provides a dynamic and adaptable tool for optimizing landfill liner design and maintenance, offering improved accuracy in long-term environmental risk assessment.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.