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    Exact Discontinuous Solutions of Exner’s Bed Evolution Model: Simple Theory for Sediment Bores

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author:
    Ethan J. Kubatko
    ,
    Joannes J. Westerink
    DOI: 10.1061/(ASCE)0733-9429(2007)133:3(305)
    Publisher: American Society of Civil Engineers
    Abstract: Determining the evolution of the bed of a river or channel due to the transport of sediment was first examined in a theoretical context by Exner in 1925. In his work, Exner presents a simplified bed evolution model derived from the conservation of fluid mass and an “erosion” equation that is commonly referred to as the sediment continuity or Exner equation. Given that Exner’s model takes the form of a nonlinear hyperbolic equation, one expects, depending on the given initial condition of the bed, the formation of discontinuities in the solution in finite time. The analytical solution provided by Exner for his model is the so-called classical or genuine solution of the initial-value problem, which is valid while the solution is continuous. In this paper, using the general theory of nonlinear hyperbolic equations, we consider generalized solutions of Exner’s classic bed evolution model thereby developing a simple theory for the formation and propagation of discontinuities in the bed or so-called sediment bores.
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      Exact Discontinuous Solutions of Exner’s Bed Evolution Model: Simple Theory for Sediment Bores

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26270
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    contributor authorEthan J. Kubatko
    contributor authorJoannes J. Westerink
    date accessioned2017-05-08T20:45:45Z
    date available2017-05-08T20:45:45Z
    date copyrightMarch 2007
    date issued2007
    identifier other%28asce%290733-9429%282007%29133%3A3%28305%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26270
    description abstractDetermining the evolution of the bed of a river or channel due to the transport of sediment was first examined in a theoretical context by Exner in 1925. In his work, Exner presents a simplified bed evolution model derived from the conservation of fluid mass and an “erosion” equation that is commonly referred to as the sediment continuity or Exner equation. Given that Exner’s model takes the form of a nonlinear hyperbolic equation, one expects, depending on the given initial condition of the bed, the formation of discontinuities in the solution in finite time. The analytical solution provided by Exner for his model is the so-called classical or genuine solution of the initial-value problem, which is valid while the solution is continuous. In this paper, using the general theory of nonlinear hyperbolic equations, we consider generalized solutions of Exner’s classic bed evolution model thereby developing a simple theory for the formation and propagation of discontinuities in the bed or so-called sediment bores.
    publisherAmerican Society of Civil Engineers
    titleExact Discontinuous Solutions of Exner’s Bed Evolution Model: Simple Theory for Sediment Bores
    typeJournal Paper
    journal volume133
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2007)133:3(305)
    treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
    contenttypeFulltext
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