Influence of road pavement macrotexture on tyre/road noise of vehicles
Noise level in the surroundings of traffic routes mainly depends from traffic volume, flow composition, speed of the vehicles as well as from the cross-section and road longitudinal gradient. Under higher speeds significant influence on the noise level has also tyre/road noise. Tyre/road noise depen...
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Published in | The Baltic journal of road and bridge engineering Vol. 9; no. 3; pp. 180 - 190 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
RTU Press
24.10.2014
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Subjects | |
Online Access | Get full text |
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Abstract | Noise level in the surroundings of traffic routes mainly depends from traffic volume, flow composition, speed of the vehicles as well as from the cross-section and road longitudinal gradient. Under higher speeds significant influence on the noise level has also tyre/road noise. Tyre/road noise depends on type and pavement condition state, specifically from the surface macrotexture. The influence of macrotexture is varying and strictly connected with the type of vehicles, tyres characteristics, frequencies of emitted noise. On the base of investigations of the rolling noise applying Statistical Pass-By method along the Polish roads the paper presents elaborated dependences and fixed values of differences between maximum noise levels under passing multiple-axle heavy vehicle and passenger car on the asphalt concrete surface, stone mastic asphalt and the surface dressing. The functional dependences between maximum rolling noise levels in the range of complete level and in the octave band spectra: 250 Hz, 500 Hz, 1000 Hz, 2000 Hz and 4000 Hz and between the surface macrotexture described by mean profile depth, and logarithm of vehicle speed and adequate nomograms were evaluated in the paper. On this base the values of differences in the levels of emitted noise from passing heavy vehicle and passenger car in function of speed and surface macrotexture were computed. The manuscript also presents how surface macrotexture and traffic flow composition have influence on equivalent noise level in the road vicinity under equal traffic volume. |
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AbstractList | Noise level in the surroundings of traffic routes mainly depends from traffic volume, flow composition, speed of the vehicles as well as from the cross-section and road longitudinal gradient. Under higher speeds significant influence on the noise level has also tyre/road noise. Tyre/road noise depends on type and pavement condition state, specifically from the surface macrotexture. The influence of macrotexture is varying and strictly connected with the type of vehicles, tyres characteristics, frequencies of emitted noise. On the base of investigations of the rolling noise applying Statistical Pass-By method along the Polish roads the paper presents elaborated dependences and fixed values of differences between maximum noise levels under passing multiple-axle heavy vehicle and passenger car on the asphalt concrete surface, stone mastic asphalt and the surface dressing. The functional dependences between maximum rolling noise levels in the range of complete level and in the octave band spectra: 250 Hz, 500 Hz, 1000 Hz, 2000 Hz and 4000 Hz and between the surface macrotexture described by mean profile depth, and logarithm of vehicle speed and adequate nomograms were evaluated in the paper. On this base the values of differences in the levels of emitted noise from passing heavy vehicle and passenger car in function of speed and surface macrotexture were computed. The manuscript also presents how surface macrotexture and traffic flow composition have influence on equivalent noise level in the road vicinity under equal traffic volume. |
Author | Gardziejczyk, Wladyslaw |
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CitedBy_id | crossref_primary_10_1080_14680629_2020_1753565 crossref_primary_10_3390_ma14102649 crossref_primary_10_1080_10298436_2020_1830091 crossref_primary_10_1016_j_apacoust_2016_04_006 crossref_primary_10_1080_10298436_2021_1893319 crossref_primary_10_3390_ma13163446 crossref_primary_10_3390_coatings8060206 crossref_primary_10_3390_coatings6020015 crossref_primary_10_1016_j_trd_2016_02_006 crossref_primary_10_3846_transport_2023_18666 crossref_primary_10_1080_10298436_2016_1238699 crossref_primary_10_1016_j_apacoust_2019_107128 crossref_primary_10_1016_j_cscm_2024_e03107 |
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References | key-10.3846/bjrbe.2014.23.-3 key-10.3846/bjrbe.2014.23.-14 key-10.3846/bjrbe.2014.23.-4 key-10.3846/bjrbe.2014.23.-15 key-10.3846/bjrbe.2014.23.-16 Sandberg U. (key-10.3846/bjrbe.2014.23.-19) 1980 Bazaras J. (key-10.3846/bjrbe.2014.23.-2) 2007; 2 Bar P. (key-10.3846/bjrbe.2014.23.-1) 1993 Sandberg U. (key-10.3846/bjrbe.2014.23.-18) 2002 Sandberg U. (key-10.3846/bjrbe.2014.23.-17) 2011 Gardziejczyk W. (key-10.3846/bjrbe.2014.23.-7) 2011; 64 key-10.3846/bjrbe.2014.23.-20 key-10.3846/bjrbe.2014.23.-10 key-10.3846/bjrbe.2014.23.-11 Gardziejczyk W (key-10.3846/bjrbe.2014.23.-8) 2005; 121 key-10.3846/bjrbe.2014.23.-13 key-10.3846/bjrbe.2014.23.-9 Meunier Y. (key-10.3846/bjrbe.2014.23.-12) 2010; 785 key-10.3846/bjrbe.2014.23.-5 key-10.3846/bjrbe.2014.23.-6 |
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Title | Influence of road pavement macrotexture on tyre/road noise of vehicles |
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