One-dimensional transient solution for landfill gas pressure in landfills

2017 3rd International Conference on Energy, Environment and Materials Science

能源学;生态环境科学;材料科学

He, Haijie^1 ; Lan, Ji-Wu^1 ; Li, He^1 ; Wu, Tao^1 ; Ma, Peng-Cheng^1

MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil Engineering, Zhejiang University, Hangzhou

310058, China^1

关键词: Distribution models;    Gas collections;    Gas extractions;    Gas permeation;    Negative pressures;    Permeation coefficients;    Transient solutions;    Waste landfill;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/94/1/012082/pdf
DOI  :  10.1088/1755-1315/94/1/012082

来源: IOP

【 摘 要 】

The paper summarizes depth-based changing rules of the gas permeation coefficient, establishes a one-dimensional gas pressure distribution model with consideration of depth-based changes of the permeation coefficient, and analyzes gas extraction pressure values required by different waste landfill thickness. Results show that the gas extraction negative pressure of -1kPa satisfied gas collection requirements of landfills with thicknesses of 10m, 15m and 20m. The gas extraction negative pressure of -1kPa satisfied gas collection requirements of landfills with thicknesses of 10m, 15m and 20m. On the landfill with waste thickness of 30m, landfill gas within the scope from the pile top to the 27m height under the ground could not be collected effectively, the maximum gas pressure of about 0.65kPa appeared at the 12m height under the ground.