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contributor authorM. Nassiri
contributor authorS. Babarutsi
date accessioned2017-05-08T20:42:56Z
date available2017-05-08T20:42:56Z
date copyrightSeptember 1997
date issued1997
identifier other%28asce%290733-9429%281997%29123%3A9%28793%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24501
description abstractThe Lagrangian second-moment method is used to compute the dye-concentration distribution in turbulent recirculating flow generated in a shallow open channel by a sudden widening of flow in the transverse direction. The performance of the second-moment method is compared with the Eulerian numerical schemes of Upwind, QUICK, HLPA, and the semi-Lagrangian Hermite scheme. The results show that the Lagrangian second-moment method is an accurate and a very promising scheme for the computation of concentration distribution in flows dominated by advection. It minimizes the generation of numerical diffusion, is free from numerical oscillations, and is independent of the value of Courant number. Its efficiency in terms of computational time is high in flows where the mixing is confined to a small region of the solution domain and low in flows where the mixing is extended in the whole solution domain. In addition to an accurate numerical scheme, a necessary requirement for the accurate prediction of concentration field is a hydrodynamic model able to determine correctly the velocity field and the diffusion coefficient in shallow recirculating flows.
publisherAmerican Society of Civil Engineers
titleComputation of Dye Concentration in Shallow Recirculating Flow
typeJournal Paper
journal volume123
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1997)123:9(793)
treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 009
contenttypeFulltext


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