Spelling suggestions: "subject:"elocity dip"" "subject:"celocity dip""
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Velocity Distribution in Open Channel Flows: Analytical Approach for the Outer RegionLassabatere, L., Pu, Jaan H., Bonakdari, H., Joannis, C., Larrarte, F. 12 April 2012 (has links)
No / This paper presents an integration procedure for the Reynolds-averaged Navier-Stokes equations for the determination of the
distribution of the streamwise velocity using the vertical component. This procedure is dedicated to the outer region and central part of
channels. The proposed model is applicable to both rough and smooth flow regimes, provided the velocity at the inner-outer boundary
has been properly defined. To generate a simplified expansion, a number of hypotheses are proposed, focusing in particular on the analytical
modeling of the vertical component by adopting a negligible viscosity. The proposed hypotheses are validated by the experimental data
existing in the literature. The proposed simplified expansion is studied through a sensitivity analysis and proved consistent in regards
to model experimental data. The proposed model seems capable of demonstrating different kinds of flows, including dip phenomenon flow
patterns.
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Universal Velocity Distribution for Smooth and Rough Open Channel FlowsPu, Jaan H. January 2013 (has links)
Yes / The Prandtl second kind of secondary current occurs in any narrow channel flow causing velocity dip in the flow
velocity distribution by introducing the anisotropic turbulence into the flow. Here, a study was conducted to explain
the occurrence of the secondary current in the outer region of flow velocity distribution using a universal expression.
Started from the basic Navier-Stokes equation, the velocity profile derivation was accomplished in a universal way
for both smooth and rough open channel flows. However, the outcome of the derived theoretical equation shows that
the smooth and rough bed flows give different boundary conditions due to the different formation of log law for
smooth and rough bed cases in the inner region of velocity distribution. Detailed comparison with a wide range of
different measurement results from literatures (from smooth, rough and field measured data) evidences the capability
of the proposed law to represent flow under all bed roughness conditions.
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