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A case study on establishing the state of decomposition of municipal solid waste in a bioreactor landfill in India

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dc.contributor.author MOHAMMAD A.
dc.contributor.author OSINSKI P.
dc.contributor.author KODA E.
dc.contributor.author SINGH D.N.
dc.date.accessioned 2023-03-17T04:44:30Z
dc.date.available 2023-03-17T04:44:30Z
dc.date.issued 2021
dc.identifier.citation Waste Management and Research,39(11)1375-1388 en_US
dc.identifier.issn 0734242X
dc.identifier.uri https://dx.doi.org/10.1177/0734242X211045607
dc.identifier.uri http://localhost:8080/xmlui/handle/100/38436
dc.description.abstract Estimation of temporal changes undergone by municipal solid waste (msw) in its physico–chemico–geomechanical properties in a bioreactor landfill (blf) is essential for: (i) efficient landfilling, (ii) establishing the state of decomposition of msw with time and (iii) deciding upon the appropriate time to initiate landfill mining. To achieve this, a series of destructive (dts) and non-destructive tests (ndts) can be conducted on the msw samples in the blf. With this in view, several dts were conducted on these samples retrieved from different depths of the two cells of a fully operational blf in mumbai, india. Subsequently, the physical and chemical properties of these samples such as composition, moisture content, volatile solids (vs), elemental content, lignocellulosic content (i.e. Cellulose, hemicellulose and lignin content) and bio-methanation potential, were determined by following the laboratory testing, as a function of time. Also, ndts such as cone penetration test and multichannel analysis of surface waves were conducted on these cells of blf to obtain geomechanical parameters (viz. Cone resistance, sleeve resistance, friction ratio and shear wave velocity) of the msw. Based on the data obtained from these tests, and reported in the literature, it has been observed that the vs, elemental content, lignocellulosic content and bio-methanation potential of msw exhibits very well-defined trends, as compared to the geomechanical parameters, with time. Furthermore, it has been observed that the vs, hydrogen-, carbon- and nitrogen-content reduce significantly (≈62%, 70%, 50% and 30%, respectively), following an exponential decay, until the critical time (tcr) (≈4 years) has been achieved. As, beyond tcr these parameters remain practically unchanged, which corresponds to the ‘stabilized msw’, mining of the blf can be initiated without further delay. © the author(s) 2021. en_US
dc.language.iso English en_US
dc.publisher SAGE Publications Ltd en_US
dc.subject BIOREACTOR LANDFILL en_US
dc.subject CRITICAL TIME en_US
dc.subject DECOMPOSITION OF MUNICIPAL SOLID WASTE en_US
dc.subject DESTRUCTIVE AND NON-DESTRUCTIVE TESTS en_US
dc.subject LANDFILL MINING en_US
dc.subject PHYSICO–CHEMICO–GEOMECHANICAL PROPERTIES en_US
dc.subject.other Bioconversion en_US
dc.subject.other Bioreactors en_US
dc.subject.other Cellulose en_US
dc.subject.other Geomechanics en_US
dc.subject.other Hydrogenation en_US
dc.subject.other Land fill en_US
dc.subject.other Methanation en_US
dc.subject.other Municipal solid waste en_US
dc.subject.other Shear flow en_US
dc.subject.other Shear waves en_US
dc.subject.other Surface waves en_US
dc.subject.other Wave propagation en_US
dc.subject.other Bioreactor landfill en_US
dc.subject.other Critical time en_US
dc.subject.other Decomposition of municipal solid waste en_US
dc.subject.other Destructive and non-destructive test en_US
dc.subject.other Elemental contents en_US
dc.subject.other Geomechanical properties en_US
dc.subject.other Landfill mining en_US
dc.subject.other Nondestructive tests en_US
dc.subject.other Physico–chemico–geomechanical property en_US
dc.subject.other Volatile solid en_US
dc.subject.other Nondestructive examination en_US
dc.subject.other biodegradable plastic en_US
dc.subject.other carbon en_US
dc.subject.other cellulose en_US
dc.subject.other hemicellulose en_US
dc.subject.other hydrogen en_US
dc.subject.other lignin en_US
dc.subject.other nitrogen en_US
dc.subject.other plastic en_US
dc.subject.other polyethylene en_US
dc.subject.other bioreactor en_US
dc.subject.other decomposition en_US
dc.subject.other geomechanics en_US
dc.subject.other landfill en_US
dc.subject.other municipal solid waste en_US
dc.subject.other nondestructive testing en_US
dc.subject.other physicochemical property en_US
dc.subject.other Article en_US
dc.subject.other carbon nitrogen ratio en_US
dc.subject.other decomposition en_US
dc.subject.other landfill en_US
dc.subject.other methanogenesis en_US
dc.subject.other moisture en_US
dc.subject.other municipal solid waste en_US
dc.subject.other nonhuman en_US
dc.subject.other physical chemistry en_US
dc.subject.other shear stress en_US
dc.subject.other solid waste management en_US
dc.subject.other bioreactor en_US
dc.subject.other India en_US
dc.subject.other solid waste en_US
dc.subject.other waste disposal en_US
dc.subject.other waste disposal facility en_US
dc.subject.other Cells en_US
dc.subject.other Cellulose en_US
dc.subject.other Hydrogenation en_US
dc.subject.other Land Fill en_US
dc.subject.other Nondestructive Tests en_US
dc.subject.other Parameters en_US
dc.subject.other Samples en_US
dc.subject.other Shear Flow en_US
dc.subject.other India en_US
dc.subject.other Maharashtra en_US
dc.subject.other Mumbai en_US
dc.subject.other Bioreactors en_US
dc.subject.other Cellulose en_US
dc.subject.other India en_US
dc.subject.other Refuse Disposal en_US
dc.subject.other Solid Waste en_US
dc.subject.other Waste Disposal Facilities en_US
dc.title A case study on establishing the state of decomposition of municipal solid waste in a bioreactor landfill in India en_US
dc.type Article en_US


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