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contributor authorJunke Guo
date accessioned2022-01-30T20:39:47Z
date available2022-01-30T20:39:47Z
date issued11/1/2020 12:00:00 AM
identifier other%28ASCE%29HY.1943-7900.0001813.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266901
description abstractThe velocity distribution of turbulent pipe flow is often described by the Coles log-wake law that is a superposition of the law of the wall due to the wall shear stress and the law of the wake due to the free turbulence at the centerline. Yet, the log-wake law does not meet the pipe symmetry principle because it includes only the effects of the wall-induced turbulence at the invert (the log law) and the free turbulence at the pipe centerline (the wake law), it misses the effect of the wall-induced turbulence at the obvert. This research then adds an additional log term due to the pipe obvert to the Coles log-wake law and innovates a second log-wake law. The slight modification of the Coles log-wake law results in a significant change in the eddy viscosity law that leads to an accurate antisymmetric velocity distribution law (including a sine integral wake law) for turbulent Couette channel flow. These laws agree with data from pipes, symmetric channel flow, and antisymmetric channel flow. Furthermore, this research can lead to a new path to solving open channel flow, which is discussed in a separate paper.
publisherASCE
titleSecond Log-Wake Law from Pipe Symmetry and its Applications in Symmetric and Antisymmetric Channel Flows
typeJournal Paper
journal volume146
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001813
page6
treeJournal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 011
contenttypeFulltext


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