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    Dredged Material Sedimentation Basin Design

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Raymond L. Montgomery
    ,
    Edward L. Thackston
    ,
    Frank L. Parker
    DOI: 10.1061/(ASCE)0733-9372(1983)109:2(466)
    Publisher: American Society of Civil Engineers
    Abstract: Procedures have been developed for designing dredged material sedimentation basins. These procedures can also be used for designing sedimentation basins for other slurries having high suspended solids concentrations. Dredged material sedimentation basins are slightly different from those used in water and wastewater treatment in that the dredged material basins must provide for sedimentation to achieve acceptable ef0uent quality while providing storage volume for several years of material dredged from local waterways. Guidance is presented for field sampling and laboratory testing required to obtain data for sediment characterization, data analysis, sedimentation basin (containment area) design, and estimating storage capacity required. Settling tests performed in a 8‐in. (20 cm) diam column were found to be satisfactory for defining dredged material settling behavior. Settling behavior in the freshwater environment was best described by a flocculent settling test, while behavior in a salt‐water environment was best described by a zone settling test. Procedures are presented for designing new containment areas for suspended solids retention and for evaluating the suspended solids retention potential of existing containment areas during planned disposal activities. The field verification work performed during this research indicated that conservative values could be estimated from laboratory tests for solids concentrations expected in the dredged material sedimentation basins.
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      Dredged Material Sedimentation Basin Design

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/29930
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    • Journal of Environmental Engineering

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    contributor authorRaymond L. Montgomery
    contributor authorEdward L. Thackston
    contributor authorFrank L. Parker
    date accessioned2017-05-08T20:52:14Z
    date available2017-05-08T20:52:14Z
    date copyrightApril 1983
    date issued1983
    identifier other%28asce%290733-9372%281983%29109%3A2%28466%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29930
    description abstractProcedures have been developed for designing dredged material sedimentation basins. These procedures can also be used for designing sedimentation basins for other slurries having high suspended solids concentrations. Dredged material sedimentation basins are slightly different from those used in water and wastewater treatment in that the dredged material basins must provide for sedimentation to achieve acceptable ef0uent quality while providing storage volume for several years of material dredged from local waterways. Guidance is presented for field sampling and laboratory testing required to obtain data for sediment characterization, data analysis, sedimentation basin (containment area) design, and estimating storage capacity required. Settling tests performed in a 8‐in. (20 cm) diam column were found to be satisfactory for defining dredged material settling behavior. Settling behavior in the freshwater environment was best described by a flocculent settling test, while behavior in a salt‐water environment was best described by a zone settling test. Procedures are presented for designing new containment areas for suspended solids retention and for evaluating the suspended solids retention potential of existing containment areas during planned disposal activities. The field verification work performed during this research indicated that conservative values could be estimated from laboratory tests for solids concentrations expected in the dredged material sedimentation basins.
    publisherAmerican Society of Civil Engineers
    titleDredged Material Sedimentation Basin Design
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1983)109:2(466)
    treeJournal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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