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    Lagrangian Transport Modeling with Qual II Kinetics

    Source: Journal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author:
    David H. Schoellhamer
    DOI: 10.1061/(ASCE)0733-9372(1988)114:2(368)
    Publisher: American Society of Civil Engineers
    Abstract: A one‐dimensional Lagrangian transport model that alleviates the numerical difficulties associated with the use of an Eulerian reference frame by simulating convection with a parcel‐tracking algorithm is presented. The Lagrangian transport model (LTM) also simulates dispersion and tributary (or point) and nonpoint inflows and withdrawals. Convection and dispersion of dye in a laboratory flume with unsteady flow is accurately simulated by the LTM. Up to 10 water quality constituents can be simulated with reaction kinetics defined by the user in a decay‐coefficient subroutine. The reaction kinetics of QUAL II, a popular, steady‐state, Eulerian, water quality model, are inserted into this subroutine. The LTM reproduces QUAL II results and shows diurnal and unsteady loading effects in the Chattahoochee River.
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      Lagrangian Transport Modeling with Qual II Kinetics

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    https://yetl.yabesh.ir/yetl1/handle/yetl/74522
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    contributor authorDavid H. Schoellhamer
    date accessioned2017-05-08T22:13:57Z
    date available2017-05-08T22:13:57Z
    date copyrightApril 1988
    date issued1988
    identifier other39922202.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/74522
    description abstractA one‐dimensional Lagrangian transport model that alleviates the numerical difficulties associated with the use of an Eulerian reference frame by simulating convection with a parcel‐tracking algorithm is presented. The Lagrangian transport model (LTM) also simulates dispersion and tributary (or point) and nonpoint inflows and withdrawals. Convection and dispersion of dye in a laboratory flume with unsteady flow is accurately simulated by the LTM. Up to 10 water quality constituents can be simulated with reaction kinetics defined by the user in a decay‐coefficient subroutine. The reaction kinetics of QUAL II, a popular, steady‐state, Eulerian, water quality model, are inserted into this subroutine. The LTM reproduces QUAL II results and shows diurnal and unsteady loading effects in the Chattahoochee River.
    publisherAmerican Society of Civil Engineers
    titleLagrangian Transport Modeling with Qual II Kinetics
    typeJournal Paper
    journal volume114
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1988)114:2(368)
    treeJournal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian