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    Biogasification of Municipal Solid Wastes

    Source: Journal of Energy Resources Technology:;1981:;volume( 103 ):;issue: 002::page 180
    Author:
    L. F. Diaz
    ,
    G. M. Savage
    ,
    G. J. Trezek
    ,
    C. G. Golueke
    DOI: 10.1115/1.3230832
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A series of experiments on the anaerobic digestion of the organic fraction of municipal refuse was performed. The refuse fraction used in the study was one of the portions segregated in a resource recovery system developed at the University of California, Berkeley. The scale of experiments includes 4, 9, and 1600-L digesters. The refuse used as feed was enriched by the addition of raw sewage sludge in various ratios, i.e., from 0–100 percent of the total volatile solids. No other sources of nutrients or chemicals for pH control were introduced into the reactors. Organic loading rates ranging from 1.1–6.4 g of volatile solids/L•d. Typical hydraulic detention times were 15 to 30 days. Temperatures were kept within the range of 72–104 F (22–40 C). Digestion efficiency was based on energy conversion and gas production.
    keyword(s): Temperature , Solids , Solid wastes , Sewage , Municipal solid wastes , Energy conversion AND Resource recovery ,
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      Biogasification of Municipal Solid Wastes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/94439
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    • Journal of Energy Resources Technology

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    contributor authorL. F. Diaz
    contributor authorG. M. Savage
    contributor authorG. J. Trezek
    contributor authorC. G. Golueke
    date accessioned2017-05-08T23:10:54Z
    date available2017-05-08T23:10:54Z
    date copyrightJune, 1981
    date issued1981
    identifier issn0195-0738
    identifier otherJERTD2-26382#180_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/94439
    description abstractA series of experiments on the anaerobic digestion of the organic fraction of municipal refuse was performed. The refuse fraction used in the study was one of the portions segregated in a resource recovery system developed at the University of California, Berkeley. The scale of experiments includes 4, 9, and 1600-L digesters. The refuse used as feed was enriched by the addition of raw sewage sludge in various ratios, i.e., from 0–100 percent of the total volatile solids. No other sources of nutrients or chemicals for pH control were introduced into the reactors. Organic loading rates ranging from 1.1–6.4 g of volatile solids/L•d. Typical hydraulic detention times were 15 to 30 days. Temperatures were kept within the range of 72–104 F (22–40 C). Digestion efficiency was based on energy conversion and gas production.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleBiogasification of Municipal Solid Wastes
    typeJournal Paper
    journal volume103
    journal issue2
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3230832
    journal fristpage180
    journal lastpage185
    identifier eissn1528-8994
    keywordsTemperature
    keywordsSolids
    keywordsSolid wastes
    keywordsSewage
    keywordsMunicipal solid wastes
    keywordsEnergy conversion AND Resource recovery
    treeJournal of Energy Resources Technology:;1981:;volume( 103 ):;issue: 002
    contenttypeFulltext
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