Numerical modelling of compound channel flow

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dc.contributor.authorFilonovich, M. S.
dc.contributor.authorLeal, J. B.
dc.contributor.authorRojas-Solorzano, L.
dc.date.accessioned2015-10-30T05:16:39Z
dc.date.available2015-10-30T05:16:39Z
dc.date.issued2014
dc.description.abstractMost 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.identifier.isbn9786018046728
dc.identifier.urihttp://nur.nu.edu.kz/handle/123456789/612
dc.language.isoenru_RU
dc.publisherNazarbayev Universityru_RU
dc.subjectnumerical modellingru_RU
dc.subjectchannel flowru_RU
dc.subjectstructuresru_RU
dc.subjectanisotropic modelsru_RU
dc.titleNumerical modelling of compound channel flowru_RU
dc.typeAbstractru_RU

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