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    Development and Application of a Phosphorus Model for a Shallow Oxbow Lake

    Source: Journal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author:
    Xiaobo Chao
    ,
    Yafei Jia
    ,
    Charles M. Cooper
    ,
    F. Douglas Shields Jr.
    ,
    Sam S. Wang
    DOI: 10.1061/(ASCE)0733-9372(2006)132:11(1498)
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional numerical model was developed for simulating the phosphorus concentration in shallow lakes. In this model, the computational domain was divided into two parts: the water column and the bed sediment layer. The processes of mineralization, settling, adsorption, desorption, bed release (diffusion), growth, and death of phytoplankton were taken into account, and the concentration of organic phosphorus, phosphate, and related water quality constituents was simulated. The concentrations of adsorbed (particulate) and dissolved phosphate due to adsorption-desorption were calculated using two formulas derived based on the Langmuir equation. The release rate of phosphorus from the bed sediment layer was calculated by considering the effects of the concentration gradient across the water-sediment interface, pH, temperature, dissolved oxygen concentration, and flow conditions. The adsorption and desorption of phosphate from sediment particles, as well as its release from bed sediment, were verified using laboratory experimental data. The model was calibrated and applied to Deep Hollow Lake in the Mississippi alluvial plain. The simulated trends and magnitudes of phosphorus concentration were compared with field observations. The simulation results show that there are strong interactions between sediment-related processes and phosphorus concentration.
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      Development and Application of a Phosphorus Model for a Shallow Oxbow Lake

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64732
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    contributor authorXiaobo Chao
    contributor authorYafei Jia
    contributor authorCharles M. Cooper
    contributor authorF. Douglas Shields Jr.
    contributor authorSam S. Wang
    date accessioned2017-05-08T21:52:06Z
    date available2017-05-08T21:52:06Z
    date copyrightNovember 2006
    date issued2006
    identifier other%28asce%290733-9372%282006%29132%3A11%281498%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64732
    description abstractA three-dimensional numerical model was developed for simulating the phosphorus concentration in shallow lakes. In this model, the computational domain was divided into two parts: the water column and the bed sediment layer. The processes of mineralization, settling, adsorption, desorption, bed release (diffusion), growth, and death of phytoplankton were taken into account, and the concentration of organic phosphorus, phosphate, and related water quality constituents was simulated. The concentrations of adsorbed (particulate) and dissolved phosphate due to adsorption-desorption were calculated using two formulas derived based on the Langmuir equation. The release rate of phosphorus from the bed sediment layer was calculated by considering the effects of the concentration gradient across the water-sediment interface, pH, temperature, dissolved oxygen concentration, and flow conditions. The adsorption and desorption of phosphate from sediment particles, as well as its release from bed sediment, were verified using laboratory experimental data. The model was calibrated and applied to Deep Hollow Lake in the Mississippi alluvial plain. The simulated trends and magnitudes of phosphorus concentration were compared with field observations. The simulation results show that there are strong interactions between sediment-related processes and phosphorus concentration.
    publisherAmerican Society of Civil Engineers
    titleDevelopment and Application of a Phosphorus Model for a Shallow Oxbow Lake
    typeJournal Paper
    journal volume132
    journal issue11
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2006)132:11(1498)
    treeJournal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    contenttypeFulltext
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