Slippage solution of gas pressure distribution in process of landfill gas seepage

被引:4
作者
Xue, Q [1 ]
Feng, XT
Liang, B
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China
[2] Liaoning Technol Univ, Dept Mech & Engn Sci, Liaoning 123000, Peoples R China
关键词
landfill gas; gas slippage effect; mathematical model; perturbation method; slippage solution;
D O I
10.1007/BF03246272
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
A mathematical model of landfill gas migration was established under presumption of the effect of gas slippage. The slippage solutions to the nonlinear mathematical model were accomplished by the perturbation and integral transformation method. The distribution law of gas pressure in landfill site was presented under the conditions of considering and neglecting slippage effect. Sensitivity of the model input parameters was analyzed. The model solutions were compared to observation values. Results show that gas slippage effect has a large impact on gas pressure distribution. Landfill gas pressure and pressure gradient considering slippage effect is lower than that neglecting slippage effect, with reasonable agreement between model solution and measured data. It makes clear that the difference between considering and neglecting slippage effect is obvious and the effects of coupling cannot be ignored. The theoretical basis is provided for engineering design of security control and decision making of gas exploitation in landfill site. The solutions give scientific foundation to analyzing well test data in the process of low-permeabihty oil gas reservoir exploitation.
引用
收藏
页码:1623 / 1633
页数:11
相关论文
共 17 条
[1]  
Basnev KC, 1992, UNDERGROUND FLUID ME
[2]  
[陈代珣 Chen Daixun], 2002, [力学学报, Acta Mechanica Sinica], V34, P96
[3]  
CHEN JJ, 2000, ACTA SCI CIRCUMSTANT, V20, P327
[4]   Numerical simulation of gas flow around a passive vent in a sanitary landfill [J].
Chen, YC ;
Chen, KS ;
Wu, CH .
JOURNAL OF HAZARDOUS MATERIALS, 2003, 100 (1-3) :39-52
[5]  
CHIEN WZ, 1981, APPL SINGULAR PERTUR, P186
[6]  
COLLINS RE, 1981, LIQUID FLOWS POROUS
[7]  
ESTES RK, 1956, T AM I MIN MET ENG, V207, P338
[8]  
HAM RK, 1996, FIELD TESTING EVALUA, P297
[9]  
KALUARACHCHI J J, 1990, Journal of Contaminant Hydrology, V5, P349, DOI 10.1016/0169-7722(90)90025-C
[10]  
Klinkenberg L. J., 1941, SOCAR PROC, V2, P200