Encyclopaedia Index
    
TITLE   : TURBULENT PIPE FLOW OF BINGHAM PLASTICS
    BY      : CHAM Development Team           - M R Malin
    FOR     : Validation of Turbulence & Non-Newtonian Models
    
PURPOSE OF THE CALCULATIONS:
  - The main objective of the calculations is to validate the low-Re
      turbulence models and non-Newtonian models for the flow of Bingham-
      plastic fluids in pipes.
  
 - Bingham plastic fluids are time-independent viscous fluids for
      which the apparent viscosity decreases with shear rate, and motion
      only commences when the yield stress is exceeded.
  
 - The flow of Bingham plastics in pipes is of relevance in the transport
      of granular suspensions, slurries, sewage sludge, muds and paints.
  
 - Calculations are made to calculate the frictional resistance,
      along with the fully-developed velocity profile, by use of
      the single-slab solver.
  
 - The turbulence is represented by use of two different low-Re
      turbulence models, namely: the Lam-Bremhorst k-e model and
      the Wilcox k-w model.
  
 - Computations are performed for fully-developed laminar and
      turbulent flow.
  
 - The parameters are: the Fanning friction factor f; the Bingham
      Reynolds number Re=rho*Wb*D/K, and the Hedstrom number, He=Y*Re,
      where Y is the Yield number defined by Y=Tauy*D/(K*Wb) where Tauy
      is the yield stress, K is the consistency, D is the pipe diameter,
      and Wb the bulk velocity.
     
 
   
1. FRICTIONAL RESISTANCE: LAM-BREMHORST LOW-RE K-E MODEL    
    
2. FRICTIONAL RESISTANCE: WILCOX LOW-RE K-W MODEL  
      
3. MEAN VELOCITY PROFILES FOR BENTONITE SLURRIES   
     
4. MEAN VELOCITY PROFILES FOR ALUMINA-WATER SLURRIES   
    
5. MEAN VELOCITY PROFILES AT VARIOUS HEDSTROM NUMBERS FOR RE=1E5
       
6. VARIATION OF TRANSITIONAL RE WITH HEDSTROM NUMBER