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Numerical modelling of compound channel flow

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dc.contributor.author Filonovich, M. S.
dc.contributor.author Leal, J. B.
dc.contributor.author Rojas-Solorzano, L.
dc.date.accessioned 2015-10-30T05:16:39Z
dc.date.available 2015-10-30T05:16:39Z
dc.date.issued 2014
dc.identifier.isbn 9786018046728
dc.identifier.uri http://nur.nu.edu.kz/handle/123456789/612
dc.description.abstract Most natural rivers have compound cross-section. Compound channel flow is characterized by complicated three-dimensional flow structures. These structures are called secondary flows and have been classified into two categories by Prandtl (1952). He distinguished the secondary flows of the first kind and of the second kind. The secondary flows of the the second type are typically about 2-3% of the maximum streamwise velocity (Nezu and Rodi, 1985), however, they have a major impact on the mean flow and turbulence structures. ru_RU
dc.language.iso en ru_RU
dc.publisher Nazarbayev University ru_RU
dc.subject numerical modelling ru_RU
dc.subject channel flow ru_RU
dc.subject structures ru_RU
dc.subject anisotropic models ru_RU
dc.title Numerical modelling of compound channel flow ru_RU
dc.type Abstract ru_RU

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