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    Storage Volume Sizing for Landfill Leachate‐Recirculation Systems

    Source: Journal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author:
    Brian W. Baetz
    ,
    Kira A. Onysko
    DOI: 10.1061/(ASCE)0733-9372(1993)119:2(378)
    Publisher: American Society of Civil Engineers
    Abstract: The issue of leachate storage for landfill leachate-recirculation systems is addressed in this note. Basic design equations are developed for the volumetric sizing of the leachate storage facility. The sizing approach is based on two conditions: (1) The determination of the storage volume to provide leachate recirculation during interevent periods between precipitation events; and (2) the determination of the storage volume to provide storage capacity for the leachate volumes resulting from precipitation events. The design volume is the maximum of the two storage volumes determined for the two conditions. The sizing methodology is applied to a range of Canadian locations, and is shown to yield reasonable results.
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      Storage Volume Sizing for Landfill Leachate‐Recirculation Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41041
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    • Journal of Environmental Engineering

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    contributor authorBrian W. Baetz
    contributor authorKira A. Onysko
    date accessioned2017-05-08T21:09:46Z
    date available2017-05-08T21:09:46Z
    date copyrightMarch 1993
    date issued1993
    identifier other%28asce%290733-9372%281993%29119%3A2%28378%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41041
    description abstractThe issue of leachate storage for landfill leachate-recirculation systems is addressed in this note. Basic design equations are developed for the volumetric sizing of the leachate storage facility. The sizing approach is based on two conditions: (1) The determination of the storage volume to provide leachate recirculation during interevent periods between precipitation events; and (2) the determination of the storage volume to provide storage capacity for the leachate volumes resulting from precipitation events. The design volume is the maximum of the two storage volumes determined for the two conditions. The sizing methodology is applied to a range of Canadian locations, and is shown to yield reasonable results.
    publisherAmerican Society of Civil Engineers
    titleStorage Volume Sizing for Landfill Leachate‐Recirculation Systems
    typeJournal Paper
    journal volume119
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1993)119:2(378)
    treeJournal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 002
    contenttypeFulltext
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