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contributor authorYargicoglu Erin N.;Reddy Krishna R.
date accessioned2019-02-26T07:59:23Z
date available2019-02-26T07:59:23Z
date issued2018
identifier other%28ASCE%29GT.1943-5606.0001845.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250706
description abstractA long-term soil column study was carried out to investigate the methane (CH4) removal capacity of landfill cover soil and biochar-amended cover soil under simulated landfill cover conditions. Terminal batch assays were conducted following the long-term column tests to quantify potential oxidation rates in cover materials at three depths targeting the middepths of distinct soil layers in each column. Potential methane oxidation rates among the materials varied in response to moisture content and were also affected by the methane exposure history. During long-term incubation testing, 1%–biochar-amended soil columns had higher average methane removal efficiencies than an unamended soil control at inlet methane loads ranging from ∼5 to 2  g CH4·m−2·day−1. Methane oxidation rates in cover materials following exhumation varied widely following an initial lag phase, ranging from very low rates (<1  μg CH4·g−1·day−1) to relatively rapid rates similar to those observed in landfill cover soils (up to 27  μg CH4·g−1·day−1). Highest overall methane oxidation rates were observed in 1%–biochar-amended soils in both column and batch assays, and this is attributed to the favorable soil moisture regime promoted by the high water-holding capacity of biochar, as well as to its high internal porosity and surface area. In addition, the improved water retention of biochar-amended soil also enhanced the performance by reducing the formation of desiccation fissures and the emissions of landfill gas through these fissures via advective flow.
publisherAmerican Society of Civil Engineers
titleBiochar-Amended Soil Cover for Microbial Methane Oxidation: Effect of Biochar Amendment Ratio and Cover Profile
typeJournal Paper
journal volume144
journal issue3
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001845
page4017123
treeJournal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 003
contenttypeFulltext


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