Please use this identifier to cite or link to this item: http://dx.doi.org/10.14279/depositonce-8417
Main Title: A depth-averaged non-cohesive sediment transport model with improved discretization of flux and source terms
Author(s): Zhao, Jiaheng
Özgen-Xian, Ilhan
Liang, Dongfang
Wang, Tian
Hinkelmann, Reinhard
Type: Article
Language Code: en
Is Part Of: 10.14279/depositonce-8380
Abstract: This paper presents novel flux and source term treatments within a Godunov-type finite volume framework for predicting the depth-averaged shallow water flow and sediment transport with enhanced the accuracy and stability. The suspended load ratio is introduced to differentiate between the advection of the suspended load and the advection of water. A modified Harten, Lax and van Leer Riemann solver with the contact wave restored (HLLC) is derived for the flux calculation based on the new wave pattern involving the suspended load ratio. The source term calculation is enhanced by means of a novel splitting-point implicit discretization. The slope effect is introduced by modifying the critical shear stress, with two treatments being discussed. The numerical scheme is tested in five examples that comprise both fixed and movable beds. The model predictions show good agreement with measurement, except for cases where local three-dimensional effects dominate.
URI: https://depositonce.tu-berlin.de/handle/11303/9359
http://dx.doi.org/10.14279/depositonce-8417
Issue Date: 2019
Date Available: 29-Apr-2019
DDC Class: 627 Wasserbau
Subject(s): sediment transport
total load model
HLLC Riemann solver
finite-volume method
source term treatment
Sedimenttransport
Gesamtlastmodell
Finite-Volumen-Verfahren
License: http://rightsstatements.org/vocab/InC/1.0/
Journal Title: Journal of hydrology
Publisher: Elsevier
Publisher Place: Amsterdam
Volume: 570
Publisher DOI: 10.1016/j.jhydrol.2018.12.059
Page Start: 647
Page End: 665
ISSN: 0022-1694
Appears in Collections:FG Wasserwirtschaft und Hydrosystemmodellierung » Publications

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