The Joint International Conference on Computing and Decision Making in Civil and Building Engineering, Montreal, Canada , 2006-06-14

Title : Simulation of the deformation of a river by a 1D-3D model ( Simulation of the deformation of a river by a 1D-3D model )

Authors: Saeed Reza Khodashenas ,

Citation: BibTeX | EndNote

Deformation of various kinds of cross-sections was computed with the hypothesis that scour or deposit were directly related to shear stress computed by the Merged Perpendicular Method. Final stabilized cross section agrees with theoretical stable shape. The results of a 1D model which computes the volume of sediment eroded or deposited between 2 cross sections are used as a basis; these volumes are transversely distributed in every section in relation with shear stress. The method is then applied to a real reach.

Keywords

, shear stress, sediment transport, bed deformation, stable
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@inproceedings{paperid:1005210,
author = {Khodashenas, Saeed Reza},
title = {Simulation of the deformation of a river by a 1D-3D model},
booktitle = {The Joint International Conference on Computing and Decision Making in Civil and Building Engineering, Montreal, Canada},
year = {2006},
keywords = {shear stress; sediment transport; bed deformation; stable channel},
}

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%0 Conference Proceedings
%T Simulation of the deformation of a river by a 1D-3D model
%A Khodashenas, Saeed Reza
%J The Joint International Conference on Computing and Decision Making in Civil and Building Engineering, Montreal, Canada
%D 2006

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