Simplified methods for the design of landfill double composite liners using neural network

被引:0
|
作者
Shi, Y. [1 ]
Xie, H. [2 ]
Chen, X. [1 ]
Thomas, H. R. [3 ]
机构
[1] Zhejiang Univ, MOE Key Lab Soft Soils & Geoenvironm Engn, Hangzhou, Peoples R China
[2] Zhejiang Univ, Ctr Balance Architecture, 148 Tianmushan Rd, Hanghzou 310007, Peoples R China
[3] Cardiff Univ, Geoenvironm Res Ctr GRC, Sch Engn, Queens Bldg, Cardiff, Wales
基金
中国国家自然科学基金;
关键词
Geosynthetics; Composite materials; Breakthrough time; Landfills; GMDH-type neural networks; Empirical equations; THERMALLY-INDUCED DESICCATION; ORGANIC-COMPOUND TRANSPORT; CONTAMINANT TRANSPORT; BREAKTHROUGH TIME; CLAY LINERS; GEOMEMBRANE; PERFORMANCE; OPTIMIZATION; LEAKAGE; MODEL;
D O I
10.1680/jgein.24.00042
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Double composite liners (DCLs) have been widely used in landfills to protect the surrounding environment. This study aims to develop simplified empirical equations for calculating breakthrough times of DCLs based on analytical equations or experimental data. The artificial intelligence neural network called Group Method of Data Handling (GMDH) type neural network was used to perform equation simplification. New empirical equations in polynomial formats are obtained by a layer-summation method and a series of numerical experiments based on analytical solutions for contaminant transport in double composite liners. The accuracy of empirical equations is demonstrated by comparing them with the existing solutions and numerical results. The performance of four types of DCLs were then investigated. The mean absolute percentage errors (MAPEs) for each type of DCLs with different leachate heads and soil liner thicknesses are all lower than 10%. Additionally, a trend for the improvement of the GMDH equation accuracy with the increase of Delta h1 is observed. The presented equations can perform well in high leachate head conditions (e.g. > 5 m) where DCLs are required.
引用
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页数:29
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