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    Effect of Electronic Water Treatment System on Calcium Carbonate Scale Formation in Landfill Leachate Collection Piping

    Source: Journal of Environmental Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author:
    Bishow N. Shaha
    ,
    Daniel E. Meeroff
    ,
    Kevin Kohn
    ,
    Timothy G. Townsend
    ,
    John D. Schert
    ,
    Nate Mayer
    ,
    Ron Schultz
    ,
    James Telson
    DOI: 10.1061/(ASCE)EE.1943-7870.0001567
    Publisher: American Society of Civil Engineers
    Abstract: Clogging of leachate collection systems (LCSs) can cause potentially catastrophic failures in landfill operation. The primary cause of clogging is calcium carbonate precipitation, which forms inside the pipe around a nucleus of silt, sand, microbial colonies, or other particles. One approach that has been proposed to prevent clogging in LCS is electronic scale control (ESC) technology. To quantify the effectiveness of ESC to reduce clogging within a gravity LCS pipe network, a field-scale pipe network was constructed with side-by-side flow of composite leachate treated electronically on one side and untreated leachate on the other. Water quality parameters, saturation indices, and solids composition were compared for any differences between the treated and untreated leachate. With respect to water quality of leachate, no statistically significant differences were observed. Neither the Langelier Saturation Index (LSI) nor the Ryzner Index (RI) changed toward neutrality after treatment. X-ray diffraction/X-ray fluorescence (XRD/XRF) analysis of precipitates in the pipe network identified calcite (CaCO3) to be the predominant phase present, and there were no observed differences in composition between the treated and untreated precipitates.
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      Effect of Electronic Water Treatment System on Calcium Carbonate Scale Formation in Landfill Leachate Collection Piping

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4260169
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    • Journal of Environmental Engineering

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    contributor authorBishow N. Shaha
    contributor authorDaniel E. Meeroff
    contributor authorKevin Kohn
    contributor authorTimothy G. Townsend
    contributor authorJohn D. Schert
    contributor authorNate Mayer
    contributor authorRon Schultz
    contributor authorJames Telson
    date accessioned2019-09-18T10:40:43Z
    date available2019-09-18T10:40:43Z
    date issued2019
    identifier other%28ASCE%29EE.1943-7870.0001567.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260169
    description abstractClogging of leachate collection systems (LCSs) can cause potentially catastrophic failures in landfill operation. The primary cause of clogging is calcium carbonate precipitation, which forms inside the pipe around a nucleus of silt, sand, microbial colonies, or other particles. One approach that has been proposed to prevent clogging in LCS is electronic scale control (ESC) technology. To quantify the effectiveness of ESC to reduce clogging within a gravity LCS pipe network, a field-scale pipe network was constructed with side-by-side flow of composite leachate treated electronically on one side and untreated leachate on the other. Water quality parameters, saturation indices, and solids composition were compared for any differences between the treated and untreated leachate. With respect to water quality of leachate, no statistically significant differences were observed. Neither the Langelier Saturation Index (LSI) nor the Ryzner Index (RI) changed toward neutrality after treatment. X-ray diffraction/X-ray fluorescence (XRD/XRF) analysis of precipitates in the pipe network identified calcite (CaCO3) to be the predominant phase present, and there were no observed differences in composition between the treated and untreated precipitates.
    publisherAmerican Society of Civil Engineers
    titleEffect of Electronic Water Treatment System on Calcium Carbonate Scale Formation in Landfill Leachate Collection Piping
    typeJournal Paper
    journal volume145
    journal issue9
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)EE.1943-7870.0001567
    page04019052
    treeJournal of Environmental Engineering:;2019:;Volume ( 145 ):;issue: 009
    contenttypeFulltext
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