Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record