Source: In this section a mathematical framework based on
continuity equation is developed to describe the evolution of concentration profile over time, under action of eddy diffusion. Velocity and concentration field are decomposed into mean and fluctuating (eddy) components. It is then derived that the concentration flux due to eddies is given by
covariance of fluctuations in velocity and concentration. This covariance is in principle unknown, which means that the evolution equation for concentration profile cannot be solved without making additional assumptions about the covariance. The next section then provides one such assumption (the gradient model) and thus links to the main result of this section. The one after that describes an entirely different statistical (and Lagrangian) approach to problem. Consider a scalar field \phi(\vec{x},t), \vec{x} being a position in a fixed
Cartesian coordinate system. The field measures the concentration of a passive conserved tracer species (could be a coloured dye in an experiment, salt in the sea, or water vapour in the air). The adjective "passive" means that, at least within some approximation, the tracer does not alter dynamic properties such as density or pressure in any way. It just moves with the flow without modifying it. This is not strictly true for many "tracers" in nature, such as water vapour or salt. "Conserved" means that there are no absolute sources or sinks, the tracer is only moved around by
diffusion and
advection. Consider the
conservation equation for \phi(\vec{x},t). This is the generalized fluid continuity equation with a source term on the right hand side. The source corresponds to
molecular diffusion (and not to any net creation/destruction of the tracer). The equation is written in Eulerian view (it contains partial time derivate): \frac{\partial\phi}{\partial t} + \nabla\cdot(\vec{u}\phi) = K_0 \nabla^2\phi K_0 is the coefficient of
molecular diffusivity (
mass diffusivity). The objective is to find out how the laminar mean flow interacts with turbulent eddies, in particular what effect this has on transport of the tracer. In line with standard
Reynolds decomposition, the concentration field can be divided into its mean and fluctuating components: \phi(\vec{x},t) = \langle \phi(\vec{x},t)\rangle + \phi'(\vec{x},t) Likewise for the velocity field: \vec{u}(\vec{x},t) = \langle \vec{u}(\vec{x},t)\rangle + \vec{u}'(\vec{x},t) The mean term (in angular brackets) represents a
laminar component of the flow. Note that the mean field is in general a function of space and time, and not just a constant. Average in this sense does not suggest averaging over all available data in space and time, but merely filtering out the turbulent motion. This means that averaging domain is restricted to an extent that still smoothens the turbulence, but does not erase information about the mean flow itself. This assumes that the scales of eddies and mean flow can be separated, which is not always the case. One can get as close as possible to this by suitably choosing the range of averaging, or ideally doing an
ensemble average if the experiment can be repeated. In short, the averaging procedure is not trivial in practice. In this section, the topic is treated theoretically, and it is assumed that such suitable averaging procedure exists. The fluctuating (primed) term has the defining property that it averages out, i.e. \langle\phi'\rangle=0. It is used to describe the turbulence (eddies) that, among other things, stirs the fluid. One can now proceed with Reynolds decomposition. Using the fact that \langle\phi'\rangle=0 by definition, one can average the entire equation to eliminate all the turbulent fluctuations \phi', except in non-linear terms (see
Reynolds decomposition,
Reynolds stress and
Reynolds-averaged Navier–Stokes equations). The non-linear advective term becomes: \begin{aligned} \langle\vec{u}\phi\rangle &= \langle \left( \langle\vec{u}\rangle + \vec{u}'\right) \left( \langle\phi\rangle + \phi' \right) \rangle \\ &= \langle\vec{u}\rangle\langle\phi\rangle\ + \langle\vec{u}'\phi'\rangle\end{aligned} Upon substitution into the conservation equation: \frac{\partial\langle\phi\rangle}{\partial t} + \nabla\cdot\left( \langle\vec{u}\rangle\langle\phi\rangle\ + \langle\vec{u}'\phi'\rangle \right) = K_0 \nabla^2\langle\phi\rangle If one pushes the third (turbulent) term of the left hand side to right hand side (into \nabla^2=\nabla\cdot\nabla), the result is: \frac{\partial\langle\phi\rangle}{\partial t} + \nabla\cdot\left( \langle\vec{u}\rangle\langle\phi\rangle\right)= \nabla\cdot\left(K_0\nabla\langle\phi\rangle - \langle\vec{u}'\phi'\rangle\right) This equation looks like the equation we started with, apart from (i) \vec{u} and \phi became their laminar components, and (ii) the appearance of a new second term on right hand side. This second term has analogous function to the
Reynolds stress term in the
Reynolds-averaged Navier–Stokes equations. This was the Eulerian treatment. One can also study this problem in a Lagrangian point of view (absorbing some terms into the
material derivative): \frac{D\phi}{Dt} +\phi\nabla\cdot\vec{u} = K_0 \nabla^2\phi Define a mean material derivative by: \frac{\overline{D}}{\overline{D}t} = \frac{\partial}{\partial t} + \langle\vec{u}\rangle\cdot\nabla This is the material derivative associated with the mean flow (advective term only contains the laminar part of \vec{u}). One can distribute the divergence term on right hand side and use this definition of material derivative: \frac{\overline{D}\langle\phi\rangle}{\overline{D}t} + \langle\phi\rangle\nabla\cdot\langle\vec{u}\rangle= \nabla\cdot\left(K_0\nabla\langle\phi\rangle - \langle\vec{u}'\phi'\rangle\right) This equation looks again like the Lagrangian equation that we started with, with the same caveats (i) and (ii) as in Eulerian case, and the definition of the mean-flow quantity also for the derivative operator. The analysis that follows will return to Eulerian picture. The interpretation of eddy diffusivity is as follows. K_0\nabla\langle\phi\rangle is the flux of the passive tracer due to molecular diffusion. It is always down-gradient. Its divergence corresponds to the accumulation (if negative) or depletion (if positive) of the tracer concentration due to this effect. One can interpret the -\langle\vec{u}'\phi'\rangle term like a flux due to turbulent eddies stirring the fluid. Likewise, its divergence would give the accumulation/depletion of tracer due to turbulent eddies. It is not yet specified whether this eddy flux should be down-gradient, see later sections. One can also examine the concentration budget for a small fluid parcel of volume V. Start from Eulerian formulation and use the
divergence theorem: \frac{\partial}{\partial t}\int_V\langle\phi\rangle\text{d}V = \oint K_0 \nabla\langle\phi\rangle\cdot\vec{n}\text{d}A - \oint \langle\phi'\vec{u}'\rangle\cdot\vec{n}\text{d}A - \oint \langle\phi\rangle\langle\vec{u}\rangle\cdot\vec{n}\text{d}A The three terms on the right hand side represent molecular diffusion, eddy diffusion, and advection with the mean flow, respectively. An issue arises that there is no separate equation for the \langle\phi'\vec{u}'\rangle. It is not possible to close the system of equations without coming up with a model for this term. The simplest way how it can be achieved is to assume that, just like the molecular diffusion term, it is also proportional to the gradient in concentration \langle \phi \rangle (see the section on Gradient based theories). See
turbulence modeling for more. == Gradient diffusion theory ==