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contributor authorNils Rüther
contributor authorNils Reidar Olsen
date accessioned2017-05-08T20:44:59Z
date available2017-05-08T20:44:59Z
date copyrightOctober 2005
date issued2005
identifier other%28asce%290733-9429%282005%29131%3A10%28917%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25825
description abstractA three-dimensional numerical model was used for calculating the velocity and bed level changes over time in a 90° bended channel. The numerical model solved the Reynolds-averaged Navier-Stokes equations in three dimensions to compute the water flow and used the finite-volume method as the discretization scheme. The
publisherAmerican Society of Civil Engineers
titleThree-Dimensional Modeling of Sediment Transport in a Narrow 90° Channel Bend
typeJournal Paper
journal volume131
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2005)131:10(917)
treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 010
contenttypeFulltext


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