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    Validation of Three‐Dimensional Hydrodynamic Model of Chesapeake Bay

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author:
    Billy H. Johnson
    ,
    Keu W. Kim
    ,
    Ronald E. Heath
    ,
    Bernard B. Hsieh
    ,
    H. Lee Butler
    DOI: 10.1061/(ASCE)0733-9429(1993)119:1(2)
    Publisher: American Society of Civil Engineers
    Abstract: A time‐varying three‐dimensional numerical hydrodynamic model of Chesapeake Bay in Maryland has been developed to provide flow fields to a 3‐D water quality model of the bay. The water surface, 3‐D velocity field, salinity, and temperature are computed. Major physical processes affecting bay circulation and vertical mixing are modeled. A particular feature of the model is the solution of transformed equations on a boundary‐fitted grid in the horizontal plane. The 3‐D model has been validated through application to six data sets. The first three were about one month long each and represented a dry summer condition, a spring runoff, and a fall wind‐mixing event. The last three applications were yearlong simulations for 1984, 1985, and 1986. These years represent a wet, dry, and average freshwater inflow year, respectively. A major storm in November 1985 over the lower portion of the bay resulted in a 200‐year flood on the James River and served to demonstrate the ability of the model to simulate extreme events. Selected results from application to the fall 1983 data and from the yearlong simulations are presented here. These results demonstrate that the model is a good representation of the hydrodynamics of the Chesapeake Bay and its major tributaries.
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      Validation of Three‐Dimensional Hydrodynamic Model of Chesapeake Bay

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    https://yetl.yabesh.ir/yetl1/handle/yetl/23733
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    contributor authorBilly H. Johnson
    contributor authorKeu W. Kim
    contributor authorRonald E. Heath
    contributor authorBernard B. Hsieh
    contributor authorH. Lee Butler
    date accessioned2017-05-08T20:41:38Z
    date available2017-05-08T20:41:38Z
    date copyrightJanuary 1993
    date issued1993
    identifier other%28asce%290733-9429%281993%29119%3A1%282%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23733
    description abstractA time‐varying three‐dimensional numerical hydrodynamic model of Chesapeake Bay in Maryland has been developed to provide flow fields to a 3‐D water quality model of the bay. The water surface, 3‐D velocity field, salinity, and temperature are computed. Major physical processes affecting bay circulation and vertical mixing are modeled. A particular feature of the model is the solution of transformed equations on a boundary‐fitted grid in the horizontal plane. The 3‐D model has been validated through application to six data sets. The first three were about one month long each and represented a dry summer condition, a spring runoff, and a fall wind‐mixing event. The last three applications were yearlong simulations for 1984, 1985, and 1986. These years represent a wet, dry, and average freshwater inflow year, respectively. A major storm in November 1985 over the lower portion of the bay resulted in a 200‐year flood on the James River and served to demonstrate the ability of the model to simulate extreme events. Selected results from application to the fall 1983 data and from the yearlong simulations are presented here. These results demonstrate that the model is a good representation of the hydrodynamics of the Chesapeake Bay and its major tributaries.
    publisherAmerican Society of Civil Engineers
    titleValidation of Three‐Dimensional Hydrodynamic Model of Chesapeake Bay
    typeJournal Paper
    journal volume119
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1993)119:1(2)
    treeJournal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 001
    contenttypeFulltext
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