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Three-dimensional Lagrangian Tracer Modelling in Wadden Sea ...

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CHAPTER 2. THEORY 17<br />

Substitut<strong>in</strong>g Eq. (2.2.18) <strong>in</strong>to Eq. (2.2.11) and follow<strong>in</strong>g the reason<strong>in</strong>g<br />

which has lead to Eq. (2.2.14) yields<br />

∂C<br />

∂t + ∇ · � J = 0. (2.2.19)<br />

Replac<strong>in</strong>g � J with Eq. (2.2.17) gives the advection-diffusion equation as<br />

∂C<br />

∂t<br />

+ ∇ · (�u C) = D ∆C (2.2.20)<br />

The equation of cont<strong>in</strong>uity for <strong>in</strong>compressible flow is ∇ · �u = 0 and Eq.<br />

(2.2.20) becomes<br />

∂C<br />

∂t<br />

+ �u · ∇C = D ∆C. (2.2.21)<br />

u<br />

J x,<strong>in</strong><br />

y<br />

∆y<br />

z<br />

∆z<br />

∆x<br />

Fig. 2.2.3: Schematic of a control volume CV with cross flow.<br />

2.2.3 Turbulent diffusion<br />

Molecular diffusion alone is entirely <strong>in</strong>sufficient to produce the rate of mix<strong>in</strong>g<br />

observed <strong>in</strong> natural waters. The difference between the observed rate of<br />

diffusion and the rate expected from molecular diffusion is the result of turbulent<br />

diffusion. Thus, the advection-diffusion equation has to be extended<br />

to <strong>in</strong>clude the <strong>in</strong>fluence of turbulence. A conservation equation for turbulent<br />

flows can be derived from the advection-diffusion equation by decompos<strong>in</strong>g<br />

the velocity vector and the concentration <strong>in</strong>to the sum of a time averaged<br />

and a fluctuat<strong>in</strong>g part<br />

C = C + C ′<br />

, (2.2.22)<br />

u = u + u ′ , (2.2.23)<br />

v = v + v ′ , (2.2.24)<br />

w = w + w ′<br />

x<br />

Jx,out<br />

(2.2.25)

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