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    Cross-Flow versus Counterflow Air-Stripping Towers

    Source: Journal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 007
    Author:
    John C. Little
    ,
    Benito J. Mariñas
    DOI: 10.1061/(ASCE)0733-9372(1997)123:7(668)
    Publisher: American Society of Civil Engineers
    Abstract: Mass-transfer and pressure-drop packing performance correlations are used together with tower design equations and detailed cost models to compare the effectiveness of cross-flow and counterflow air stripping towers over a wide range of contaminant volatility. Cross-flow towers are shown to offer a significant economic advantage over counterflow towers when stripping low volatility contaminants primarily due to savings in energy costs. These savings increase as contaminant volatility decreases and as water flow rate increases. A further advantage of the cross-flow configuration is that it extends the feasible operating range for air stripping as cross-flow towers can accommodate higher air-to-water flow ratios than conventional counterflow towers. Finally it is shown that the optimized least-cost design for both counterflow and cross-flow towers varies with Henry's law constant, water flow rate, and percent removal, but that the optimum is virtually insensitive to other cost and operating variables. This greatly simplifies the tower design procedure.
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      Cross-Flow versus Counterflow Air-Stripping Towers

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    contributor authorJohn C. Little
    contributor authorBenito J. Mariñas
    date accessioned2017-05-08T21:21:07Z
    date available2017-05-08T21:21:07Z
    date copyrightJuly 1997
    date issued1997
    identifier other%28asce%290733-9372%281997%29123%3A7%28668%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48076
    description abstractMass-transfer and pressure-drop packing performance correlations are used together with tower design equations and detailed cost models to compare the effectiveness of cross-flow and counterflow air stripping towers over a wide range of contaminant volatility. Cross-flow towers are shown to offer a significant economic advantage over counterflow towers when stripping low volatility contaminants primarily due to savings in energy costs. These savings increase as contaminant volatility decreases and as water flow rate increases. A further advantage of the cross-flow configuration is that it extends the feasible operating range for air stripping as cross-flow towers can accommodate higher air-to-water flow ratios than conventional counterflow towers. Finally it is shown that the optimized least-cost design for both counterflow and cross-flow towers varies with Henry's law constant, water flow rate, and percent removal, but that the optimum is virtually insensitive to other cost and operating variables. This greatly simplifies the tower design procedure.
    publisherAmerican Society of Civil Engineers
    titleCross-Flow versus Counterflow Air-Stripping Towers
    typeJournal Paper
    journal volume123
    journal issue7
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1997)123:7(668)
    treeJournal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 007
    contenttypeFulltext
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