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A parameterization of heat and momentum fluxes in ... - LPAS - EPFL

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The impact <strong>of</strong> the walls is modelled <strong>in</strong> a way similar to what it is done <strong>in</strong> vegetation canopy<br />

models:<br />

3<br />

w drag ort<br />

E = ρC U<br />

⎡ SW<br />

⎢<br />

⎣V<br />

−V<br />

b<br />

⎤<br />

⎥<br />

⎦<br />

In the formulation by Bougeault <strong>and</strong> Lacarrere, the length scales used for the computation <strong>of</strong><br />

the dissipation <strong>and</strong> that for the turbulent diffusion coefficients, are function <strong>of</strong> the TKE value<br />

<strong>in</strong> the po<strong>in</strong>t <strong>and</strong> the pr<strong>of</strong>ile <strong>of</strong> potential temperature.<br />

In the case <strong>of</strong> an urban surface, the presence <strong>of</strong> build<strong>in</strong>gs can <strong>in</strong>duce some circulation <strong>of</strong> a size<br />

comparable with that <strong>of</strong> the roughness element. For this reason, below ro<strong>of</strong> level we added a<br />

second length scale (the roughness element size):<br />

1 1 1<br />

= +<br />

l l hu<br />

B<br />

where hu is the build<strong>in</strong>g’s height <strong>and</strong> l B<br />

is the length scale computed with the orig<strong>in</strong>al<br />

formulation.<br />

Vertical pr<strong>of</strong>iles <strong>of</strong> TKE normalised by the square root <strong>of</strong> the Reynolds Stress at the ro<strong>of</strong><br />

height are shown <strong>in</strong> Fig. 6.<br />

Figure 6: Vertical pr<strong>of</strong>ile <strong>of</strong> the ratio between the turbulent k<strong>in</strong>etic energy <strong>and</strong> the square root <strong>of</strong> the Reynolds<br />

Stress computed by the model <strong>in</strong> the centre <strong>of</strong> the urban area at different time <strong>of</strong> the day.<br />

Those values are consistent with the measurements <strong>of</strong> Rotach (1993) around ro<strong>of</strong> height <strong>and</strong><br />

with that <strong>of</strong> Feigenw<strong>in</strong>ter et al. at 2-3 times the build<strong>in</strong>g height.<br />

As for <strong>momentum</strong>, also for TKE the most active surface is the walls.<br />

4. Conclusions<br />

A parameterisation for <strong>heat</strong> <strong>and</strong> <strong>momentum</strong> <strong>fluxes</strong> for mesoscale models <strong>in</strong> urban areas is<br />

presented. The formulation takes <strong>in</strong>to account separately the impact <strong>of</strong> the three active<br />

surfaces <strong>of</strong> the roughness element: wall, street <strong>and</strong> ro<strong>of</strong>. The modifications were <strong>in</strong>troduced <strong>in</strong><br />

a mesoscale model <strong>and</strong> tested <strong>in</strong> a simple 2D case. A comparison with series <strong>of</strong> field

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