Statistical models for traffic noise at signalized intersections

被引:44
作者
Abo-Qudais, Saad [1 ]
Alhiary, Arwa [1 ]
机构
[1] Jordan Univ Sci & Technol, Dept Civil Engn, Irbid 22110, Jordan
关键词
traffic; noise; modeling; pollution; intersection;
D O I
10.1016/j.buildenv.2005.05.040
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A total of 14,235 noise levels measurements were utilized in developing statistical models that have the capability to predict different noise levels including: equivalent, maximum, or minimum noise level in terms of parameters affecting each level. Different parameters expected to have an effect on noise levels were collected. These parameters included traffic volume, composition of traffic, traffic speed, horn using effect, number of lanes, width of lanes, approach width, road slope, and pavement surface texture. The parameters affecting each noise level were selected based on simple correlation matrices, scatter plots, and statistical t-test. Different forms of models were evaluated for each noise level. The best model describing the relationship between each noise level and parameters affecting it are presented in this paper. The reliability of the nonlinear developed models were judged based on coefficient of multiple determination (R-2), the significance of each variable at alpha-level of 0.05, and the standard error of the estimates. While the reliability of linear developed models were judged based on the general linear regression tests represented by F-value and t-value in addition to the coefficient of multiple determination (R-2), the significance of each variable at alpha-level of 0.05, and the standard error of the estimates. Based on the analysis of the collected data, three groups of models were developed. The first group of models predicts the equivalent noise level in terms of traffic volume, traffic speed, distance, heavy vehicles and British Pendulum Number (BPN). The second group presents models that describe the relationships between maximum noise levels, heavy vehicles and use of horn. While, the third group presents minimum noise level prediction models in terms of BPN and lane width. A verification of the developed models was performed by comparing the predictive noise levels with those measured at different sites. Results of this verification indicated that the developed models were found to have good prediction capability. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:2939 / 2948
页数:10
相关论文
共 13 条
  • [1] Effect of distance from road intersection on developed traffic noise levels
    Abo-Qudais, S
    Alhiary, A
    [J]. CANADIAN JOURNAL OF CIVIL ENGINEERING, 2004, 31 (04) : 533 - 538
  • [2] ABOQUDAIS SA, 2003, CANADIAN ACOUSTIC J, V33, P5
  • [3] ABUQDAIS HA, 2000, ENV ECOLOGY J, V18, P405
  • [4] MAXIMUM NOISE-LEVELS IN ROAD TRAFFIC NOISE
    BJORKMAN, M
    [J]. JOURNAL OF SOUND AND VIBRATION, 1988, 127 (03) : 583 - 587
  • [5] DRAVITZKI VK, 1998, TRANSP P C AUSTR ROA, P45
  • [6] AN ANALYSIS OF TRAFFIC NOISE-PROPAGATION AROUND MAIN ROADS IN TOKYO
    ISHIYAMA, T
    TATEISHI, K
    ARAI, T
    [J]. NOISE CONTROL ENGINEERING JOURNAL, 1991, 36 (02) : 65 - 72
  • [7] JRAIW K, 1990, SAF ENV P C AUSTR RO, P179
  • [8] Representative spectrum of road traffic noise
    Makarewicz, Rufin
    Sato, Yasuyuki
    [J]. Journal of the Acoustical Society of Japan (E) (English translation of Nippon Onkyo Gakkaishi), 1996, 17 (05): : 249 - 254
  • [9] MINAMIHARA H, 1995, J ACOUSTICAL SOC JAP, P185
  • [10] OGLE TA, 1994, PROGR NOIS CONTR IND, P687