DEUFRAKO: calculation of LAeq and Lden
Prediction and Propagation of rolling noise
case 1a/c
case 1b/d
case 2a
case 2b
case 3a
case 3b
case 4a
case 4b
please choose a geometry
1a: rigid/porous 1b: discontinuity 1c: rigid/porous 1d: discontinuity
2a: rigid 2b: discontinuity 3a: rigid 3b: discontinuity
4a: rigid 4b: discontinuity
please choose a pavement
GA 0/5 GA 0/5 ln OPA 0/8 SMA 0/11
SMA 0/5 ln SMA 0/8 ln WB 0/8 ZBJT
ZWOPA 0/8 BBDr 0/10 BBDr 0/14 BBDr 0/6
BBM 0/10 BBSG 0/10 BBSG 0/14 BBTM 0/10-type1
BBTM 0/10-type2 BBTM 0/14 BBTM 0/6-type1 BBTM 0/6-type2
BBTM 0/8-type1 BBUM 0/10 BBUM 0/6 BC
ECF ES 10/14 ES 6/10
own pavement:
        passenger cars heavy trucks
100 Hz:   dB dB
125 Hz:   dB dB
160 Hz:   dB dB
200 Hz:   dB dB
250 Hz:   dB dB
315 Hz:   dB dB
400 Hz:   dB dB
500 Hz:   dB dB
630 Hz:   dB dB
800 Hz:   dB dB
1000 Hz:   dB dB
1250 Hz:   dB dB
1600 Hz:   dB dB
2000 Hz:   dB dB
2500 Hz:   dB dB
3150 Hz:   dB dB
4000 Hz:   dB dB
dense pavement porous pavement
The data must be related to the position of the microphone in SPB measurements: 7.50 m away from the middle of the right lane and at a height of 1.20 m above ground. Additionally the data must be at a velocity of 80 km/h for heavy trucks and at 90 km/h or 110 km/h for passenger cars (cf. below). The data must not be weighted!
90 km/h for passenger cars, 80 km/h for heavy trucks 110 km/h for passenger cars, 80 km/h for heavy trucks
1 lane per direction 2 lanes per direction
number of passenger cars per direction:
number of heavy trucks per direction: