Show simple item record

contributor authorWeiming Wu
date accessioned2017-05-08T20:44:41Z
date available2017-05-08T20:44:41Z
date copyrightOctober 2004
date issued2004
identifier other%28asce%290733-9429%282004%29130%3A10%281013%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25633
description abstractA 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
publisherAmerican Society of Civil Engineers
titleDepth-Averaged Two-Dimensional Numerical Modeling of Unsteady Flow and Nonuniform Sediment Transport in Open Channels
typeJournal Paper
journal volume130
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2004)130:10(1013)
treeJournal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record