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    Management of Fluid Mud in Estuaries, Bays, and Lakes. II: Measurement, Modeling, and Management

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author:
    William H. McAnally
    ,
    Allen Teeter
    ,
    David Schoellhamer
    ,
    Carl Friedrichs
    ,
    Douglas Hamilton
    ,
    Earl Hayter
    ,
    Parmeshwar Shrestha
    ,
    Hugo Rodriguez
    ,
    Alexandru Sheremet
    ,
    Robert Kirby
    DOI: 10.1061/(ASCE)0733-9429(2007)133:1(23)
    Publisher: American Society of Civil Engineers
    Abstract: Techniques for measurement, modeling, and management of fluid mud are available, but research is needed to improve them. Fluid mud can be difficult to detect, measure, or sample, which has led to new instruments and new ways of using existing instruments. Multifrequency acoustic fathometers sense neither density nor viscosity and are, therefore, unreliable in measuring fluid mud. Nuclear density probes, towed sleds, seismic, and drop probes equipped with density meters offer the potential for accurate measurements. Numerical modeling of fluid mud requires solving governing equations for flow velocity, density, pressure, salinity, water surface, plus sediment submodels. A number of such models exist in one-, two-, and three-dimensional form, but they rely on empirical relationships that require substantial site-specific validation to observations. Management of fluid mud techniques can be classified as those that accomplish: Source control, formation control, and removal. Nautical depth, a fourth category, defines the channel bottom as a specific fluid mud density or alternative parameter as safe for navigation. Source control includes watershed management measures to keep fine sediment out of waterways and in-water measures such as structures and traps. Formation control methods include streamlined channels and structures plus other measures to reduce flocculation and structures that train currents. Removal methods include the traditional dredging and transport of dredged material plus agitation that contributes to formation control and/or nautical depth. Conditioning of fluid mud by dredging and aerating offers the possibility of improved navigability. Two examples—the Atchafalaya Bar Channel and Savannah Harbor—illustrate the use of measurements and management of fluid mud.
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      Management of Fluid Mud in Estuaries, Bays, and Lakes. II: Measurement, Modeling, and Management

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26192
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    contributor authorWilliam H. McAnally
    contributor authorAllen Teeter
    contributor authorDavid Schoellhamer
    contributor authorCarl Friedrichs
    contributor authorDouglas Hamilton
    contributor authorEarl Hayter
    contributor authorParmeshwar Shrestha
    contributor authorHugo Rodriguez
    contributor authorAlexandru Sheremet
    contributor authorRobert Kirby
    date accessioned2017-05-08T20:45:37Z
    date available2017-05-08T20:45:37Z
    date copyrightJanuary 2007
    date issued2007
    identifier other%28asce%290733-9429%282007%29133%3A1%2823%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26192
    description abstractTechniques for measurement, modeling, and management of fluid mud are available, but research is needed to improve them. Fluid mud can be difficult to detect, measure, or sample, which has led to new instruments and new ways of using existing instruments. Multifrequency acoustic fathometers sense neither density nor viscosity and are, therefore, unreliable in measuring fluid mud. Nuclear density probes, towed sleds, seismic, and drop probes equipped with density meters offer the potential for accurate measurements. Numerical modeling of fluid mud requires solving governing equations for flow velocity, density, pressure, salinity, water surface, plus sediment submodels. A number of such models exist in one-, two-, and three-dimensional form, but they rely on empirical relationships that require substantial site-specific validation to observations. Management of fluid mud techniques can be classified as those that accomplish: Source control, formation control, and removal. Nautical depth, a fourth category, defines the channel bottom as a specific fluid mud density or alternative parameter as safe for navigation. Source control includes watershed management measures to keep fine sediment out of waterways and in-water measures such as structures and traps. Formation control methods include streamlined channels and structures plus other measures to reduce flocculation and structures that train currents. Removal methods include the traditional dredging and transport of dredged material plus agitation that contributes to formation control and/or nautical depth. Conditioning of fluid mud by dredging and aerating offers the possibility of improved navigability. Two examples—the Atchafalaya Bar Channel and Savannah Harbor—illustrate the use of measurements and management of fluid mud.
    publisherAmerican Society of Civil Engineers
    titleManagement of Fluid Mud in Estuaries, Bays, and Lakes. II: Measurement, Modeling, and Management
    typeJournal Paper
    journal volume133
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2007)133:1(23)
    treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 001
    contenttypeFulltext
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