Shaojie Wen , Wen-Chieh Cheng , Wenle Hu , Dongfeng Li , Longtan Shao
{"title":"温度对填埋层压实黄土气侵及渗透性的影响","authors":"Shaojie Wen , Wen-Chieh Cheng , Wenle Hu , Dongfeng Li , Longtan Shao","doi":"10.1016/j.gete.2023.100515","DOIUrl":null,"url":null,"abstract":"<div><p><span><span>In China, municipal solid waste containing large amounts of kitchen waste possesses the characteristics of lower </span>cellulose content (15% on a dry basis) and a faster CH</span><sub>4</sub> 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 <em>k</em><sub>w</sub> increases with increasing temperature. The intrinsic water permeability <em>K</em><sub>W</sub><span> independent of pore fluid properties behaves just in an opposite manner. </span><em>K</em><sub>W</sub><span><span> would have been increased with increasing temperature if the rigid wall of the permeameter had not been intervened in the permeability tests. The </span>intrinsic permeability </span><em>K</em><sub>G</sub> also decreases with the increase in temperature. Although the higher <em>K</em><sub>G</sub><span> neglects the gas slippage effect<span><span>, 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 </span>macropores<span>. 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.</span></span></span></p></div>","PeriodicalId":56008,"journal":{"name":"Geomechanics for Energy and the Environment","volume":"36 ","pages":"Article 100515"},"PeriodicalIF":3.3000,"publicationDate":"2023-11-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Effect of temperature on gas breakthrough and permeability of compacted loess in landfill cover\",\"authors\":\"Shaojie Wen , Wen-Chieh Cheng , Wenle Hu , Dongfeng Li , Longtan Shao\",\"doi\":\"10.1016/j.gete.2023.100515\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p><span><span>In China, municipal solid waste containing large amounts of kitchen waste possesses the characteristics of lower </span>cellulose content (15% on a dry basis) and a faster CH</span><sub>4</sub> 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 <em>k</em><sub>w</sub> increases with increasing temperature. The intrinsic water permeability <em>K</em><sub>W</sub><span> independent of pore fluid properties behaves just in an opposite manner. </span><em>K</em><sub>W</sub><span><span> would have been increased with increasing temperature if the rigid wall of the permeameter had not been intervened in the permeability tests. The </span>intrinsic permeability </span><em>K</em><sub>G</sub> also decreases with the increase in temperature. Although the higher <em>K</em><sub>G</sub><span> neglects the gas slippage effect<span><span>, 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 </span>macropores<span>. 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.</span></span></span></p></div>\",\"PeriodicalId\":56008,\"journal\":{\"name\":\"Geomechanics for Energy and the Environment\",\"volume\":\"36 \",\"pages\":\"Article 100515\"},\"PeriodicalIF\":3.3000,\"publicationDate\":\"2023-11-17\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geomechanics for Energy and the Environment\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2352380823000849\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENERGY & FUELS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geomechanics for Energy and the Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2352380823000849","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENERGY & FUELS","Score":null,"Total":0}
Effect of temperature on gas breakthrough and permeability of compacted loess in landfill cover
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.
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.