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Home All issues Volume 508 / No 2 (December III 2009) A&A, 508 2 (2009) 979-992 Full HTML
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Table 2:

Rise times for stationary flow simulations.
    $\varv_{\rm max}$ = -50 m s-1    
      $\tau_{\rm rise}$ (days)  
$\lambda_0$ (deg) B0 (104 G) $\sigma_{\phi,\theta}=2^\circ$ $\sigma _{\phi ,\theta }=5^\circ $ $\sigma_{\phi,\theta}=10^\circ$
0 1 stable stable stable
0 3 stable stable stable
0 5 723 492 397
0 6 920 324 259
0 7 445 269 207
0 10 662 700 191
10 5 661 464 369
10 7 439 265 204
30 7 1791 268 192
40 4 stable 2516 1364
    $\varv_{\rm max}$ = -10 m s-1    
      $\tau_{\rm rise}$ (days)  
$\lambda_0$ (deg) B0 (T) $\sigma_{r,\theta}=2^\circ$ $\sigma_{r,\theta}=5^\circ$ $\sigma_{r,\theta}=10^\circ$
0 5 stable stable stable
0 7 stable stable stable
0 10 659 (m=1) 608 567
0 12 147 (m=2) 140 136
10 7 stable stable stable
30 7 stable stable 4167


Source LaTeX | All tables | In the text

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