Depth-Averaged Two-Dimensional Numerical Modeling of Unsteady Flow and Nonuniform Sediment Transport in Open ChannelsSource: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 010Author:Weiming Wu
DOI: 10.1061/(ASCE)0733-9429(2004)130:10(1013)Publisher: American Society of Civil Engineers
Abstract: A depth-averaged two-dimensional (2D) numerical model for unsteady flow and nonuniform sediment transport in open channels is established using the finite volume method on a nonstaggered, curvilinear grid. The 2D shallow water equations are solved by the
|
Collections
Show full item record
contributor author | Weiming Wu | |
date accessioned | 2017-05-08T20:44:41Z | |
date available | 2017-05-08T20:44:41Z | |
date copyright | October 2004 | |
date issued | 2004 | |
identifier other | %28asce%290733-9429%282004%29130%3A10%281013%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25633 | |
description abstract | A depth-averaged two-dimensional (2D) numerical model for unsteady flow and nonuniform sediment transport in open channels is established using the finite volume method on a nonstaggered, curvilinear grid. The 2D shallow water equations are solved by the | |
publisher | American Society of Civil Engineers | |
title | Depth-Averaged Two-Dimensional Numerical Modeling of Unsteady Flow and Nonuniform Sediment Transport in Open Channels | |
type | Journal Paper | |
journal volume | 130 | |
journal issue | 10 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(2004)130:10(1013) | |
tree | Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 010 | |
contenttype | Fulltext |