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nr. 477 - 2011 - Institut for Natur, Systemer og Modeller (NSM)

nr. 477 - 2011 - Institut for Natur, Systemer og Modeller (NSM)

nr. 477 - 2011 - Institut for Natur, Systemer og Modeller (NSM)

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6.2 The IM Including Crowding-Terms 61<br />

from the IM without crowding terms (equations 6.50 and the expression <strong>for</strong> M derived<br />

from the IM including crowding terms (equation 6.65)? Let us approach this matter in<br />

an intuitive fashion by looking at the nullsurface of equation 6.61 (setting dM/dt = 0).<br />

0 = a + (k + b)Ma − cM − f1MBa − e1M(M + Ma) (6.66)<br />

Then from a given point (M, Ma, Ba) on the nullsurface we increase Ma and Ba by a<br />

small amount |δMa| and |δBa|. From this we see that M has to increase less, relative to<br />

the equation without the crowding terms, to maintain the equilibrium. If this argument<br />

seems strange, picture the system as a leaky bucket, where the volume of water is kept<br />

constant by pouring water into it. That is, the inflow of water from the top of the<br />

bucket is the same as the outflow through the holes in the bottom of the bucket. Then<br />

suddenly some additional holes appear in the bottom but the equilibrium remains. This<br />

means that the outflow have more outlets to be distributed among and there<strong>for</strong>e less<br />

flow through every single outlet. However, in the case above we defined the change of<br />

Ma and Ba so only M was allowed to vary. This leads to the crucial observation that<br />

<strong>for</strong> a given concentration of Ma and Ba, the concentration of M can be considered to<br />

be “less” relative to if the crowding terms were excluded.<br />

Continuing in the same direction we now take a look at the nullclines 11 of Ma<br />

0 = f1MBa − kMa − e2Ma(M + Ma) (6.67)<br />

This time let Ma increase with at small amount |δMa|. Then because of the inclusion of<br />

the quadratic crowding terms causing a greater efflux and the relatively smaller M, there<br />

must be a greater increase of Ba relatively to the equation without the crowding terms.<br />

In other words, dMa<br />

must be less in the case where the crowding terms are included<br />

dBa<br />

compared to when they are not. This is interesting since it reveals that the slope of<br />

the Ma-nullcline must decrease when the crowding terms are no longer negligible. To<br />

complete the analysis let us turn to the nullcline of Ba<br />

0 = lMa − f1MBa − f2MaBa − dBa<br />

(6.68)<br />

As mentioned the only difference here in respect to the model without the crowding<br />

terms is the decrease of M. This implies that if we increase Ba by a small amount |δBa|<br />

then Ma must increase less, relative to the case where the crowding terms are excluded.<br />

Thus the slope of the nullcline dMa<br />

is again gradually reduced when the crowding terms<br />

dBa<br />

are no longer negligible, so that the asymptotic behavior fails to happen. However the<br />

reduction is less <strong>for</strong> the nullcline of Ba compared to the nullcline of Ma such that<br />

an inevitable third intersection of the nullclines takes place; cf. figure 6.5. From the<br />

slopefield we see that the fixed point is stable, which makes it an upper bound <strong>for</strong><br />

the inflammation as claimed by Marée et al. (2006). Note that when the system is<br />

stimulated above the separatix the concentrations of the macrophages and apoptotic<br />

β-cells will tend towards the concentrations that represent the coordinate of the upper<br />

stable fixed point.<br />

11 We now consider them as nullclines instead of nullsurfaces since M is considered to be a constant<br />

of a size that is less than if the crowding terms were excluded.

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