Abstract
The initiation and maintenance mechanism of multi-cellular secondary currents in a straight wide-river is quite unknown at present. This study investigated experimentally the existence of secondary currents over a flat bed by varying the aspect ratio of channel. It was suggested strongly that an initiation of cellular secondary currents may be motivated by the mutual interaction between the secondary currents and the sand bed.
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Abbreviations
- B :
-
spanwise width of channel;
- \({\text{Fr}} \equiv {U_m}/\sqrt {gh}\) :
-
Froude number;
- h :
-
flowdepth or half vertical width of duct;
- l 1 :
-
distance between the bottom-vortex center and the side-wall;
- l 2 :
-
diameter of the bottom-vortex;
- P :
-
mean pressure;
- R ≡ h/(1 + 2α −1):
-
hydraulic radius;
- Re ≡ 4 RU m /v :
-
Reynolds number;
- R′e ≡ h U m /v :
-
Reynolds number;
- U m ;:
-
mean bulk velocity;
- U max :
-
maximum mainstream velocity;
- U *1 :
-
friction velocity evaluated directly;
- U *2 :
-
friction velocity evaluated from the log-law;
- U, V, W :
-
mean velocities in x, y and z directions, respectively;
- u, υ, w :
-
turbulent fluctuations, in x, y and z directions, respectively;
- u′,υ′, w′:
-
turbulence intensities in x, y and z directions, respectively;
- x, y, z :
-
Cartesian coordinates in longitudinal, vertical and spanwise directions, respectively, i.e. y = 0 on the bed and z = 0 at the channel center;
- a ≡ B/h :
-
aspect ratio of the channel;
- λ :
-
spanwise spacing of sand ribbons;
- τ o ≡ ϱ U 2* :
-
wall shear stress;
- ξ ≡ (∂W/∂y − ∂V/∂z):
-
streamwise vorticity;
References
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© 1985 Springer-Verlag Berlin Heidelberg
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Nezu, I., Nakagawa, H., Tominaga, A. (1985). Secondary Currents in a Straight Channel Flow and the Relation to Its Aspect Ratio. In: Bradbury, L.J.S., Durst, F., Launder, B.E., Schmidt, F.W., Whitelaw, J.H. (eds) Turbulent Shear Flows 4. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-69996-2_20
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DOI: https://doi.org/10.1007/978-3-642-69996-2_20
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