A roughness-dependent model

(Difference between revisions)

Revision as of 14:37, 19 June 2007

Two-equation model: $\nu _t = C_{\mu} {{k^2 } \over \varepsilon }$ where: $C_{\mu} = 0.09$

One-equation model: $\nu _t = l k^{{1 \over 2}} = {C_{\mu}}^{1/4} l_m k^{{1 \over 2}}$

Algebraic model: $k^{{1 \over 2}} = {1 \over {C_{\mu}}^{1/4}}$

Absi, R. (2006), "A roughness and time dependent mixing length equation", Journal of Hydraulic, Coastal and Environmental Engineering, Japan Society of Civil Engineers, (Doboku Gakkai Ronbunshuu B), Vol. 62, No. 4, pp.437-446.

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 k^{{1 \over 2}} = {1 \over {C_{\mu}}^{1/4}}
 </math>
+== References ==
+* {{reference-paper|author=Absi, R. |year=2006|title=A roughness and time dependent mixing length equation|rest=Journal of Hydraulic, Coastal and Environmental Engineering, Japan Society of Civil Engineers, (Doboku Gakkai Ronbunshuu B), Vol. 62, No. 4, pp.437-446}}
+[[Category:Turbulence models]]
+{{stub}}