3.6. Turbulent dispersion force

When enabled by the user in Rocky under the CFD coupling settings, the turbulent dispersion acts as a diffusion mechanism in dispersed flows, resulting in a transference of particles from high volume fraction regions to low volume fraction regions due to turbulent fluctuations.

The model of turbulent dispersion detailed in this chapter assumes that the instantaneous velocity of the fluid phase is a combination of a mean and a fluctuating value:

(3–78)

where is the mean velocity of the fluid phase and is the fluctuation caused by turbulent effects. The turbulent force then arises as a consequence of the presence of in Equation 3–78 , as it will generate an additional drag force when is substituted in Equation 3–5.

3.6.1. Turbulent dispersion model

Rocky takes an approach similar to Gosman and Ioannides [20] in order to model , where the dispersion of particles due to turbulence in the fluid phase is predicted stochastically.


Note:  Unless mentioned otherwise, all equations of this section follow the model proposed by Gosman and Ioannides.


In this model, the turbulence is randomly sampled during each particles trajectory and allowed to influence its motion. The gross behavior of the turbulence in the simulated system emerges as a consequence of the averaging that naturally occurs when the random sampling is performed for a statistically significant number of particles.

Specifically, the influence of the turbulence over a particle is simulated by means of the interaction with a succession of discrete fluid phase turbulent eddies [44]. Each eddy is characterized by a fluid velocity fluctuation and a time scale (the eddy lifetime). When a particle is interacting with a turbulent eddy, influences the particle by means of an additional drag force during the particle-eddy interaction time .

The following sections detail how Rocky estimates , and .

3.6.1.1. Eddy fluctuating velocity

In order to estimate , it is assumed that the turbulence is isotropic. The fluid fluctuating velocity can be decomposed as a magnitude scalar and a direction unit vector:

(3–79)

in which both the magnitude and the direction unit vector contain random components as described ahead. At the start of the lifetime of a turbulent eddy, and are sampled independently, and Equation 3–79 is used to estimate the eddys characteristic value .

The magnitude of the fluctuating velocity is estimated as:

(3–80)

where is a random variable distributed normally around zero:

(3–81)

The standard deviation of is given by:

(3–82)

where is the kinetic energy of the turbulence associated with the flow.


Note:   is automatically provided by Fluent when its k-epsilon viscous model is employed for two- and one-way coupled simulations. For constant one-way coupled simulations, must be directly set by the user under the Constant One-Way settings in Rocky.


The direction of the fluctuating velocity is assumed to be a random variable given by:

(3–83)

where is a uniform distribution of points over the surface of a unit sphere.

3.6.1.2. Eddy lifetime

The lifetime is another characteristic value of turbulent eddies. An estimate of is made under the further assumption that the characteristic size of the eddy is equal to the dissipation length scale of the system, given by:

(3–84)

where is the dissipation rate of the turbulent kinetic energy associated with the flow.


Note:   is automatically provided by Fluent when its k-epsilon viscous model is employed for two- and one-way coupled simulations. For constant one-way coupled simulations, must be directly set by the user under the Constant One-Way settings in Rocky.


The eddy lifetime is then approximated as:


Note:  In Gosman and Ioannides's paper, equation Equation 3–85 has the denominator replaced by the magnitude of the fluid fluctuating velocity. This was found to cause unrealistically long eddy lifetimes however.


(3–85)

3.6.1.3. Particle-eddy interaction time

A further assumption of this turbulent model is that each particle of the simulation has a one-to-one association with a turbulent eddy during an interaction time interval . For estimating this particle-eddy interaction time, two possible outcomes are considered:

  1. The particle moves sufficiently slowly relative to the fluid in order to remain within the influence of the eddy during its whole lifetime ;

  2. The relative velocity between the particle and the fluid is high enough to allow the particle to transverse the eddy in a transit time shorter than .

The particle-eddy interaction time is therefore defined as the minimum of the above, i.e.:

(3–86)

The transit time is estimated from the following solution of a simplified form of the motion equation of a small particle in a fluid medium:

(3–87)

where is the particle relaxation time defined as:

(3–88)

In cases where , Equation 3–87 has no solution. This can be interpreted as the particle being "captured" by the turbulent eddy, in which case in Equation 3–88 and consequently .