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

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5-10<br />

<strong>Propagation</strong> <strong>Effects</strong> <strong>for</strong> <strong>Vehicular</strong> <strong>and</strong> Personal Mobile Satellite Systems<br />

5.7 Cumulative Distributions <strong>of</strong> Non-Fade Durations: Australian<br />

Measurements<br />

As mentioned in Section 5.2, a “non-fade duration” event <strong>of</strong> distance duration dd is<br />

defined as the distance over which the fade levels are persistently smaller than a<br />

prescribed fade threshold. In the example previously portrayed in Figure 5-1, the nonfade<br />

durations distributions are derived through analysis <strong>of</strong> nfd1, nfd2, nfd3, … <strong>for</strong> the<br />

condition that the fade is smaller than the 5 dB threshold. The authors employing the<br />

Australian database in an analogous fashion as described above <strong>for</strong> the “fade duration”<br />

case per<strong>for</strong>med a non-fade duration analysis. The measured data were noted to fit the<br />

power expression<br />

−γ<br />

P( NFD > dd | A < Aq<br />

) = β ( dd)<br />

, (5-6)<br />

where P(NFD > dd| A < Aq) is the percentage probability that a continuous non-fade<br />

distance NFD exceeds the duration distance dd (in m) given the condition that the fade is<br />

smaller than the threshold Aq. The values <strong>of</strong> the parameters β , γ in the <strong>for</strong>mulation<br />

(5-6) are listed in Table 5-4 <strong>for</strong> road types exhibiting “moderate” <strong>and</strong> “extreme”<br />

shadowing assuming a 5 dB fade threshold. A single best-fit power curve has been<br />

derived <strong>for</strong> the two “moderate” runs. In Figure 5-7 are plotted the best fit curves (5-6) <strong>for</strong><br />

the moderate <strong>and</strong> extreme road type values <strong>of</strong> β , γ given in Table 5-4. We note nonfade<br />

durations <strong>of</strong> 3.5 m <strong>and</strong> 0.22 m at the 10% <strong>and</strong> 90% levels, respectively, <strong>for</strong> the<br />

“moderate” case, <strong>and</strong> 1.2 m <strong>and</strong> 0.18 m, respectively <strong>for</strong> the “extreme” case. The model<br />

(5-6) <strong>and</strong> values β , γ in Table 5-4 were adopted by the ITU-R as the recommended<br />

<strong>for</strong>mulations describing the non-fade duration distributions <strong>for</strong> the “moderate” <strong>and</strong><br />

“extreme” fade cases [ITU-R, 1994].<br />

Employing an analogous expression to (5-2), the joint absolute probability <strong>of</strong> exceeding a<br />

non-fade duration distance dd <strong>for</strong> which the fade is smaller than Aq is given by<br />

P( NFD > dd, A < Aq ) = P( NFD > dd| A < Aq ) P( A < Aq<br />

) , (5-7)<br />

where the first right h<strong>and</strong> factor is given by (5-6) <strong>and</strong> the second factor is obtained from<br />

1 - P(A>Aq) using (5-3).<br />

Table 5-4: Non-fade duration regression values <strong>of</strong> β , γ satisfying the power<br />

expression (5-6) at a 5 dB threshold <strong>for</strong> road types exhibiting “moderate” <strong>and</strong> “extreme”<br />

shadowing at a path elevation angle <strong>of</strong> 51° (f = 1.5 GHz).<br />

Shadowing Level β γ % RMS Deviation Distance (km)<br />

Moderate (Run 1) 20.54 0.58 33.3 33.0<br />

Moderate (Run 2) 20.54 0.58 20.5 8.1<br />

Extreme 11.71 0.8371 9.3 2.4

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