Numerical modelling of compound channel flow

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