A roughness-dependent model
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<math>l_m</math> is the mixing length. | <math>l_m</math> is the mixing length. | ||
- | + | Algebraic model for the turbulent kinetic Energy: | |
<table width="70%"><tr><td> | <table width="70%"><tr><td> | ||
<math> | <math> | ||
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<math>u_\tau </math> is the shear velocity | <math>u_\tau </math> is the shear velocity | ||
- | + | Algebraic model for the mixing length, based on (4) : | |
<table width="70%"><tr><td> | <table width="70%"><tr><td> | ||
<math> | <math> | ||
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<math>\kappa = 0.4</math>, <math>y_0</math> is the hydrodynamic roughness | <math>\kappa = 0.4</math>, <math>y_0</math> is the hydrodynamic roughness | ||
- | therefore: | + | the algebraic eddy viscosity model is therefore: |
<table width="70%"><tr><td> | <table width="70%"><tr><td> | ||
<math> | <math> |
Revision as of 15:07, 19 June 2007
Contents |
Two-equation eddy viscosity model
(1) |
where:
One-equation eddy viscosity model
(2) |
Algebraic eddy viscosity model
(3) |
is the mixing length.
Algebraic model for the turbulent kinetic Energy:
(4) |
is the shear velocity
Algebraic model for the mixing length, based on (4) :
(5) |
, is the hydrodynamic roughness
the algebraic eddy viscosity model is therefore:
(6) |
References
- 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.