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    Impact of Salinity on MS-2 Sorption in Saturated Sand Columns—Fate and Transport Modeling

    Source: Journal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author:
    Haibo Cao
    ,
    Frank T.-C. Tsai
    ,
    Kelly A. Rusch
    DOI: 10.1061/(ASCE)0733-9372(2009)135:10(1041)
    Publisher: American Society of Civil Engineers
    Abstract: This research investigated the sorption and transport of MS-2 in saturated sand under a wide range of salinities using one-dimensional column experiments. The salinity varied from 0 ppt (fresh water) to 30 ppt. The MS-2 in the fresh water showed very weak adsorption due to having the same negative charge as the sand. Increasing the salinity concentrations dramatically enhanced MS-2 adsorption. The MS-2 breakthrough revealed the existence of reversible and irreversible sorption sites in the sand. Salinity increased MS-2 attachment by compressing the double layers of MS-2 and reversible sorption sites. The salinity also changed some reversible sorption sites into irreversible sorption sites by reversing to positive surface charges of silica powder. An advection-dispersion-sorption model with a two-site reversible-irreversible kinetic sorption was developed to describe MS-2 breakthrough under different salinity conditions. The sorption parameters were estimated and their independence was evaluated by minimizing the total squared error of the MS-2 data. The proposed model showed good agreement with the experimental data for a wide range of salinity levels from fresh water to near seawater. The strong sorption shown in the MS-2 breakthrough at high salinity levels above 8 ppt was able to distinguish the proposed model from other sorption models. This study promotes the understanding of the viral sorption with salinity and provides a useful model for coastal management of viral migration in saline coastal groundwater.
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      Impact of Salinity on MS-2 Sorption in Saturated Sand Columns—Fate and Transport Modeling

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    contributor authorHaibo Cao
    contributor authorFrank T.-C. Tsai
    contributor authorKelly A. Rusch
    date accessioned2017-05-08T22:02:15Z
    date available2017-05-08T22:02:15Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%290733-9372%282009%29135%3A10%281041%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69453
    description abstractThis research investigated the sorption and transport of MS-2 in saturated sand under a wide range of salinities using one-dimensional column experiments. The salinity varied from 0 ppt (fresh water) to 30 ppt. The MS-2 in the fresh water showed very weak adsorption due to having the same negative charge as the sand. Increasing the salinity concentrations dramatically enhanced MS-2 adsorption. The MS-2 breakthrough revealed the existence of reversible and irreversible sorption sites in the sand. Salinity increased MS-2 attachment by compressing the double layers of MS-2 and reversible sorption sites. The salinity also changed some reversible sorption sites into irreversible sorption sites by reversing to positive surface charges of silica powder. An advection-dispersion-sorption model with a two-site reversible-irreversible kinetic sorption was developed to describe MS-2 breakthrough under different salinity conditions. The sorption parameters were estimated and their independence was evaluated by minimizing the total squared error of the MS-2 data. The proposed model showed good agreement with the experimental data for a wide range of salinity levels from fresh water to near seawater. The strong sorption shown in the MS-2 breakthrough at high salinity levels above 8 ppt was able to distinguish the proposed model from other sorption models. This study promotes the understanding of the viral sorption with salinity and provides a useful model for coastal management of viral migration in saline coastal groundwater.
    publisherAmerican Society of Civil Engineers
    titleImpact of Salinity on MS-2 Sorption in Saturated Sand Columns—Fate and Transport Modeling
    typeJournal Paper
    journal volume135
    journal issue10
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2009)135:10(1041)
    treeJournal of Environmental Engineering:;2009:;Volume ( 135 ):;issue: 010
    contenttypeFulltext
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