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Figure 1:
Ratio of effective collision strengths between the present 36- and
40-configuration calculations at T=9.8 ![]() |
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Figure 2:
Ratio of effective collision strengths between the present 36- and
40-configuration calculations at T=9.8 ![]() |
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Figure 3:
Same as Fig. 2 but with T=9.8 ![]() |
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Figure 4: Effective collision strength for the 3-10 transition from the 40-configuration calculation (filled circles) and the 36-configuration calculation (open circles). |
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Figure 5: Effective collision strength for the 2-31 (circles) and 3-27 (squares) transitions from the 40-configuration calculation (filled symbols) and the 36-configuration calculation (open symbols). |
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Figure 6:
Ratio of the effective collision strengths of transitions between the levels of
the ground configuration from Berrington et al. (2000) to the present,
40-configuration calculation at a temperature of 2 ![]() |
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Figure 7: Effective collision strengths for the 1-7 (squares) and 8-9 (circles) transitions. Solid curves with filled symbols are the present, 40-configuration results and the dashed curves with open symbols are from Berrington et al. (2000). |
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Figure 8: Effective collision strengths for the 6-7 (squares) and 5-7 (circles) transitions. Solid curves with filled symbols are the present, 40-configuration results and the dashed curves with open symbols are from Berrington et al. (2000). |
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Figure 9:
Comparison of results from Zeng et al. (2005) to the present 40-configuration results at T=5.80 ![]() |
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Figure 10:
Same as Fig. 10 except with T=1.16 ![]() |
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Figure 11: Collision strength for the 5-117 transition from the present, 40-configuration calculation (solid curve) and the (a) calculation of Zeng et al. (2005) (dashed curve with circles). |
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Figure 12: Collision strength for the 1-27 transition from the present, 40-configuration calculation (solid curve) and the (a) calculation of Zeng et al. (2005) (dashed curve with circles). |
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