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contributor authorArtemis Motamedi
contributor authorHossein Afzalimehr
contributor authorVijay P. Singh
contributor authorLouis Dufresne
date accessioned2017-05-08T21:49:46Z
date available2017-05-08T21:49:46Z
date copyrightJanuary 2014
date issued2014
identifier other%28asce%29he%2E1943-5584%2E0000780.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63662
description abstractUsing laboratory experiments and a numerical model, this study examined the influence of dune dimensions on the separation of flow. Different conditions, depending on the dune height, material, and angle and flow depth and velocity, were considered. Experiments were conducted in a horizontal flume with one side wall being transparent for application of optical measuring devices. A train of two-dimensional (2D) fixed dunes were installed on the bottom of the flume starting just downstream of the entrance on the flume. Dunes were prepared with well-sorted gravel particles. Experiments were carried out using four types of dunes with different lee slopes. The numerical model used was sediment simulation in intakes with multiblock option (SSIIM), which is an open-source computational fluid dynamics model. Both experimental observations and numerical results were in agreement about the influence of dune characteristics on the flow separation, with particular regard to dune height, particle size, angle on the leeside, and flow velocity.
publisherAmerican Society of Civil Engineers
titleExperimental Study on the Influence of Dune Dimensions on Flow Separation
typeJournal Paper
journal volume19
journal issue1
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000754
treeJournal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 001
contenttypeFulltext


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