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    Wastewater‐Induced Soil Clogging Development

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author:
    Robert L. Siegrist
    ,
    William C. Boyle
    DOI: 10.1061/(ASCE)0733-9372(1987)113:3(550)
    Publisher: American Society of Civil Engineers
    Abstract: The development of waste water‐induced soil clogging in subsurface wastewater infiltration systems is investigated in the field over a 70‐mo period. Domestic septic tank effluent (DSTE), graywater septic tank effluent (GSTE), and tapwater (TW) are intermittently applied at 1.3, 2.6, and 5.2 cm/day to replicate 0.9‐m diameter pilot‐scale wastewater infiltration systems installed in situ in a structured silty clay loam subsoil. Soil clogging development is negligible under all TW loadings and under GSTE loadings at 1.3 and 2.6 cm/day. Under GSTE loadings at 5.2 cm/day and under all DSTE loadings, severe soil clogging development leads to continuous ponding of the soil infiltrative surfaces. A logistic model fit to the experimental data confirms that soil clogging development is highly correlated with the cumulative mass density loadings of total biochemical oxygen demand and suspended solids
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      Wastewater‐Induced Soil Clogging Development

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34542
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    • Journal of Environmental Engineering

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    contributor authorRobert L. Siegrist
    contributor authorWilliam C. Boyle
    date accessioned2017-05-08T20:59:24Z
    date available2017-05-08T20:59:24Z
    date copyrightJune 1987
    date issued1987
    identifier other%28asce%290733-9372%281987%29113%3A3%28550%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34542
    description abstractThe development of waste water‐induced soil clogging in subsurface wastewater infiltration systems is investigated in the field over a 70‐mo period. Domestic septic tank effluent (DSTE), graywater septic tank effluent (GSTE), and tapwater (TW) are intermittently applied at 1.3, 2.6, and 5.2 cm/day to replicate 0.9‐m diameter pilot‐scale wastewater infiltration systems installed in situ in a structured silty clay loam subsoil. Soil clogging development is negligible under all TW loadings and under GSTE loadings at 1.3 and 2.6 cm/day. Under GSTE loadings at 5.2 cm/day and under all DSTE loadings, severe soil clogging development leads to continuous ponding of the soil infiltrative surfaces. A logistic model fit to the experimental data confirms that soil clogging development is highly correlated with the cumulative mass density loadings of total biochemical oxygen demand and suspended solids
    publisherAmerican Society of Civil Engineers
    titleWastewater‐Induced Soil Clogging Development
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1987)113:3(550)
    treeJournal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 003
    contenttypeFulltext
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