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Results of tests to define Reynolds stress tensor in one corner of straight, smooth, closed conduit of rectangular cross section; measurements are used in conjunction with simplified version of equations of motion to conclude that secondary motions will be present in any established flow in conduit of non-circular section; one of boundaries may be free surface; sustaining mechanism for secondary motion is shown to depend on horizontal and vertical components of turbulent motion.
Results of tests to define Reynolds stress tensor in one corner of straight, smooth, closed conduit of rectangular cross section; measurements are used in conjunction with simplified version of equations of motion to conclude that secondary motions will be present in any established flow in conduit of non-circular section; one of boundaries may be free surface; sustaining mechanism for secondary motion is shown to depend on horizontal and vertical components of turbulent motion.
Turbulent flow in three-dimensional channel
ASCE -- Proc (J Hydraulics Div)
Tracy, H.J. (author)
1965
27 pages
Article (Journal)
English
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