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    Simplified Models for Design of Fixed‐Bed Adsorption Systems

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author:
    David W. Hand
    ,
    John C. Crittenden
    ,
    William E. Thacker
    DOI: 10.1061/(ASCE)0733-9372(1984)110:2(440)
    Publisher: American Society of Civil Engineers
    Abstract: Fixed‐bed adsorber dynamics have been predicted successfully using the homogeneous surface diffusion model (HSDM) for over 100 adsorbate‐adsorbent systems which include a number of the possibly harmful organics that may be found in drinking water and wastewater. Solutions to the HSDM for fixed‐bed adsorber systems have been developed and can be used to: (1) Plan the scope of pilot‐scale studies by identifying least‐cost fixed‐bed adsorber operations; (2) interpret pilot‐scale test results; and (3) design full‐scale adsorbers if the HSDM can simulate pilot‐scale data. To facilitate the use of these solutions, the important model parameters and their effect on adsorber performance has been discussed; additionally, a detailed procedure for determining the effluent concentration history profile has been presented. Techniques to calculate the empty bed contact time of the mass transfer zone and the liquidand solid‐phase concentrations within the fixed bed have also been provided.
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      Simplified Models for Design of Fixed‐Bed Adsorption Systems

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31443
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    • Journal of Environmental Engineering

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    contributor authorDavid W. Hand
    contributor authorJohn C. Crittenden
    contributor authorWilliam E. Thacker
    date accessioned2017-05-08T20:54:41Z
    date available2017-05-08T20:54:41Z
    date copyrightApril 1984
    date issued1984
    identifier other%28asce%290733-9372%281984%29110%3A2%28440%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31443
    description abstractFixed‐bed adsorber dynamics have been predicted successfully using the homogeneous surface diffusion model (HSDM) for over 100 adsorbate‐adsorbent systems which include a number of the possibly harmful organics that may be found in drinking water and wastewater. Solutions to the HSDM for fixed‐bed adsorber systems have been developed and can be used to: (1) Plan the scope of pilot‐scale studies by identifying least‐cost fixed‐bed adsorber operations; (2) interpret pilot‐scale test results; and (3) design full‐scale adsorbers if the HSDM can simulate pilot‐scale data. To facilitate the use of these solutions, the important model parameters and their effect on adsorber performance has been discussed; additionally, a detailed procedure for determining the effluent concentration history profile has been presented. Techniques to calculate the empty bed contact time of the mass transfer zone and the liquidand solid‐phase concentrations within the fixed bed have also been provided.
    publisherAmerican Society of Civil Engineers
    titleSimplified Models for Design of Fixed‐Bed Adsorption Systems
    typeJournal Paper
    journal volume110
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1984)110:2(440)
    treeJournal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 002
    contenttypeFulltext
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