Second Log-Wake Law from Pipe Symmetry and its Applications in Symmetric and Antisymmetric Channel FlowsSource: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 011Author:Junke Guo
DOI: 10.1061/(ASCE)HY.1943-7900.0001813Publisher: ASCE
Abstract: The 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.
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| contributor author | Junke Guo | |
| date accessioned | 2022-01-30T20:39:47Z | |
| date available | 2022-01-30T20:39:47Z | |
| date issued | 11/1/2020 12:00:00 AM | |
| identifier other | %28ASCE%29HY.1943-7900.0001813.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4266901 | |
| description abstract | The 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. | |
| publisher | ASCE | |
| title | Second Log-Wake Law from Pipe Symmetry and its Applications in Symmetric and Antisymmetric Channel Flows | |
| type | Journal Paper | |
| journal volume | 146 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)HY.1943-7900.0001813 | |
| page | 6 | |
| tree | Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 011 | |
| contenttype | Fulltext |