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    Improvements in Soil Absorption Trench Design

    Source: Journal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author:
    Brian E. Reed
    ,
    Mark R. Matsumoto
    ,
    Akio Wake
    ,
    Hiroaki Iwamoto
    ,
    Fumiaki Takeda
    DOI: 10.1061/(ASCE)0733-9372(1989)115:4(853)
    Publisher: American Society of Civil Engineers
    Abstract: Improperly functioning soil absorption systems are often cited as sources of groundwater contamination. Clogging of the infiltration surfaces and uneven distribution of wastewater along the length of the trench are believed to be a primary reason for poor treatment. A new soil absorption system design, the capillary seepage trench (CST), is similar to conventional systems except that an impermeable liner is placed at the bottom of the trench. The liner prevents direct percolation and causes the wastewater to move upwardly and horizontally by capillary action before percolating downwards. Preliminary experiments comparing the CST to conventional soil absorption system designs were conducted. Removal of organic matter in the CST was found to be significantly better than in the conventional system. Possible reasons for superior treatment of the CST compared with the conventional system include: increased residence time in the aerobic soil zone and a more even distribution of wastewater along the trench.
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      Improvements in Soil Absorption Trench Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/37486
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    • Journal of Environmental Engineering

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    contributor authorBrian E. Reed
    contributor authorMark R. Matsumoto
    contributor authorAkio Wake
    contributor authorHiroaki Iwamoto
    contributor authorFumiaki Takeda
    date accessioned2017-05-08T21:04:13Z
    date available2017-05-08T21:04:13Z
    date copyrightAugust 1989
    date issued1989
    identifier other%28asce%290733-9372%281989%29115%3A4%28853%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37486
    description abstractImproperly functioning soil absorption systems are often cited as sources of groundwater contamination. Clogging of the infiltration surfaces and uneven distribution of wastewater along the length of the trench are believed to be a primary reason for poor treatment. A new soil absorption system design, the capillary seepage trench (CST), is similar to conventional systems except that an impermeable liner is placed at the bottom of the trench. The liner prevents direct percolation and causes the wastewater to move upwardly and horizontally by capillary action before percolating downwards. Preliminary experiments comparing the CST to conventional soil absorption system designs were conducted. Removal of organic matter in the CST was found to be significantly better than in the conventional system. Possible reasons for superior treatment of the CST compared with the conventional system include: increased residence time in the aerobic soil zone and a more even distribution of wastewater along the trench.
    publisherAmerican Society of Civil Engineers
    titleImprovements in Soil Absorption Trench Design
    typeJournal Paper
    journal volume115
    journal issue4
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1989)115:4(853)
    treeJournal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 004
    contenttypeFulltext
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