Effect of temperature on gas breakthrough and permeability of compacted loess in landfill cover

IF 3.3 2区 工程技术 Q3 ENERGY & FUELS
Shaojie Wen , Wen-Chieh Cheng , Wenle Hu , Dongfeng Li , Longtan Shao
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引用次数: 0

Abstract

In China, municipal solid waste containing large amounts of kitchen waste possesses the characteristics of lower cellulose content (15% on a dry basis) and a faster CH4 generation rate. This promotes the emission of hazardous gases and the increase in gas pressure in landfill cover systems. The higher temperature further aggravates the aforesaid phenomena. The present work investigated the temperature effect on the gas breakthrough pressure (GBP) and permeability of compacted loess. The water permeability kw increases with increasing temperature. The intrinsic water permeability KW independent of pore fluid properties behaves just in an opposite manner. KW would have been increased with increasing temperature if the rigid wall of the permeameter had not been intervened in the permeability tests. The intrinsic permeability KG also decreases with the increase in temperature. Although the higher KG neglects the gas slippage effect, the combination of the thermal expansion of minerals, the transformation of bound water to free water, and the thermal expansion of free water causes pore water to migrate into macropores. Such a pore water migration is accompanied by the water-gas boundary moving to the vadose zone. On the other hand, the capillary pressure shows a correspondence with the GBP value. The higher temperature reduces the difficulty for gas molecules to overcome the surface tension at the water-gas boundary, corresponding to the lower GBP value. The findings provide critical guideposts concerning the design of the gas breakthrough and permeability of compacted loess in landfill covers under the temperature effect.

温度对填埋层压实黄土气侵及渗透性的影响
在中国,含有大量餐厨垃圾的城市固体废物具有纤维素含量较低(干质为15%)和CH4生成速率较快的特点。这促进了有害气体的排放和垃圾填埋场覆盖系统中气体压力的增加。高温进一步加剧了上述现象。本文研究了温度对压实黄土气侵压力和渗透性的影响。渗透率kw随温度升高而增大。与孔隙流体性质无关的本征渗透率KW的表现正好相反。在渗透率试验中,如果不干预渗透率计的刚性壁,则KW会随着温度的升高而增加。本征渗透率KG也随温度的升高而降低。虽然较高的KG忽略了气滑效应,但矿物热膨胀、结合水向自由水转化、自由水热膨胀的共同作用,导致孔隙水向大孔隙迁移。这种孔隙水运移伴随着水气边界向气包带移动。另一方面,毛细管压力与GBP值呈对应关系。温度越高,气体分子克服水气边界表面张力的难度越小,对应GBP值越低。研究结果为温度作用下填埋层中压实黄土的破气性和渗透性设计提供了重要的指导。
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来源期刊
Geomechanics for Energy and the Environment
Geomechanics for Energy and the Environment Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
5.90
自引率
11.80%
发文量
87
期刊介绍: The aim of the Journal is to publish research results of the highest quality and of lasting importance on the subject of geomechanics, with the focus on applications to geological energy production and storage, and the interaction of soils and rocks with the natural and engineered environment. Special attention is given to concepts and developments of new energy geotechnologies that comprise intrinsic mechanisms protecting the environment against a potential engineering induced damage, hence warranting sustainable usage of energy resources. The scope of the journal is broad, including fundamental concepts in geomechanics and mechanics of porous media, the experiments and analysis of novel phenomena and applications. Of special interest are issues resulting from coupling of particular physics, chemistry and biology of external forcings, as well as of pore fluid/gas and minerals to the solid mechanics of the medium skeleton and pore fluid mechanics. The multi-scale and inter-scale interactions between the phenomena and the behavior representations are also of particular interest. Contributions to general theoretical approach to these issues, but of potential reference to geomechanics in its context of energy and the environment are also most welcome.
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