Table 5.
Characterization of the macro-temporal pattern of the road traffic noise scenarios of experiment 2 (N = number of events, RQT = Relative Quiet Time, QTD = Quiet Time Distribution, IR = Intermittency Ratio, CMT = Centre of Mass Time, LAF,max = maximum sound pressure level as maximum of the whole traffic noise scenario).
| Scenario No. | N | RQT (%) | QTD | IR (%) | CMT | LAF,max (dB(A)) |
|---|---|---|---|---|---|---|
| S1 | 25 | 58.3 | regular | 82.4 | 13.7 | 63.4 |
| S2 | 25 | 58.3 | irregular (incl. 6 × 1-min breaks) | 83.7 | 61.7 | 63.4 |
| S3 | 25 | 58.3 | irregular (incl. 2 × 3-min breaks) | 83.2 | 185.1 | 63.4 |