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    Case Study: Modeling of Sediment Transport and Wind-Wave Impact in Lake Okeechobee

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author:
    Kang-Ren Jin
    ,
    Zhen-Gang Ji
    DOI: 10.1061/(ASCE)0733-9429(2004)130:11(1055)
    Publisher: American Society of Civil Engineers
    Abstract: There are increasing demands for reliable engineering tools for sediment modeling and water resources management. The Lake Okeechobee environmental model (LOEM), which was calibrated and verified to simulate sediment resuspension and transport in Lake Okeechobee, Florida, is a dependable tool to meet those demands. The LOEM contains 2,126 horizontal grid cells and 5 vertical layers. The primary hydrodynamic and sediment transport driving forces are wind waves, surface wind stresses, and inflows/outflows. The LOEM was calibrated and verified, using two sets of observed data from May 16 to June 13, 1989 and January 17 to March 3, 2000, respectively. The model results indicate that sediment solids are resuspended primarily by wind–wave action and transported by lake circulation. The strong relationship between significant wave height and suspended sediment concentration in the lake indicates that sediment resuspension is primarily driven by wind-induced waves. To simulate this sediment resuspension, the processes of wind–wave- and current-induced bottom shear stresses on the lake bed were added to the LOEM. Once resuspended, the suspended sediment is transported to different areas of the lake by wind-induced currents. The importance of wind-wave, currents, and their interactions to sediment transport is included and discussed. By using the comprehensive data set for model calibration and verification, the LOEM model is proven to be a useful tool to water sources management in the lake.
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      Case Study: Modeling of Sediment Transport and Wind-Wave Impact in Lake Okeechobee

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72576
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    contributor authorKang-Ren Jin
    contributor authorZhen-Gang Ji
    date accessioned2017-05-08T22:09:42Z
    date available2017-05-08T22:09:42Z
    date copyrightNovember 2004
    date issued2004
    identifier other35935553.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72576
    description abstractThere are increasing demands for reliable engineering tools for sediment modeling and water resources management. The Lake Okeechobee environmental model (LOEM), which was calibrated and verified to simulate sediment resuspension and transport in Lake Okeechobee, Florida, is a dependable tool to meet those demands. The LOEM contains 2,126 horizontal grid cells and 5 vertical layers. The primary hydrodynamic and sediment transport driving forces are wind waves, surface wind stresses, and inflows/outflows. The LOEM was calibrated and verified, using two sets of observed data from May 16 to June 13, 1989 and January 17 to March 3, 2000, respectively. The model results indicate that sediment solids are resuspended primarily by wind–wave action and transported by lake circulation. The strong relationship between significant wave height and suspended sediment concentration in the lake indicates that sediment resuspension is primarily driven by wind-induced waves. To simulate this sediment resuspension, the processes of wind–wave- and current-induced bottom shear stresses on the lake bed were added to the LOEM. Once resuspended, the suspended sediment is transported to different areas of the lake by wind-induced currents. The importance of wind-wave, currents, and their interactions to sediment transport is included and discussed. By using the comprehensive data set for model calibration and verification, the LOEM model is proven to be a useful tool to water sources management in the lake.
    publisherAmerican Society of Civil Engineers
    titleCase Study: Modeling of Sediment Transport and Wind-Wave Impact in Lake Okeechobee
    typeJournal Paper
    journal volume130
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2004)130:11(1055)
    treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 011
    contenttypeFulltext
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