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Handbook of Propagation Effects for Vehicular and ... - Courses

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Attenuation Due to Roadside Trees: Mobile Case 3-29<br />

shown to exhibit more self-consistency, whereas the CEFM model distributions are noted<br />

to cross over at approximately 10%.<br />

Percentage <strong>of</strong> the Time Fade > Abscissa<br />

100<br />

9<br />

8<br />

7<br />

6<br />

5<br />

4<br />

3<br />

2<br />

10<br />

9<br />

8<br />

7<br />

6<br />

5<br />

1<br />

4<br />

3<br />

2<br />

60°<br />

45°<br />

30°<br />

0 2 4 6 8 10 12 14 16 18 20 22 24<br />

Fade Depth (dB)<br />

Figure 3-26: Comparison <strong>of</strong> EERS model (solid) with CEFM model (dashed) results at<br />

L-B<strong>and</strong> (1.5 GHz).<br />

Percentage <strong>of</strong> the Time Fade > Abscissa<br />

100<br />

9<br />

8<br />

7<br />

6<br />

5<br />

4<br />

3<br />

2<br />

10<br />

9<br />

8<br />

7<br />

6<br />

5<br />

1<br />

4<br />

3<br />

2<br />

80°<br />

Model Type<br />

70°<br />

CEFM<br />

MERS<br />

0 1 2 3 4 5 6 7 8<br />

Fade Depth (dB)<br />

Figure 3-27: EFM <strong>and</strong> MERS model values at 70° <strong>and</strong> 80° elevations at L-B<strong>and</strong><br />

(1.5 GHz).

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