Abstract
Highway traffic noise is a serious problem in Malaysia
Heavy traffic flow highway recorded higher noise level compared to low traffic flow
Noise level stabilized at certain number of vehicles on the road i.e above 500 vehicles.
Although much research on road traffic noise has found that noise level increase are influenced by driver behavior and source-receiver distance, little attention has been paid to the relationship between noise level and total number of vehicles on the road. In this study, 5 days measurement of noise level during peak hour and off peak hour has been carried out at two types of highways; high traffic flow highway (Sungai Besi Expressway) and low traffic flow highway (Duke Highway). Simultaneously, the number of vehicles passing the measurement point were recorded for every 15 min. Findings indicated that heavy traffic flow highway recorded higher noise level compared to low traffic flow highway. It was due to the higher number of vehicles on the heavy traffic flow highway than low traffic flow highway. Other than that, certain particular number of vehicles, noise level keeps stabilization.
Introduction
Noise pollution is by now recognized worldwide as a major problem for the quality of life in urban areas (Piccolo et al., ). The rapid industrialization, commercialization, and urbanization witnessed by many developing countries in recent years has given rise to the steady increase in the environmental noise climate. The environmental noise climate is influenced drastically by road traffic noise because that type of noise produces a continuous sound which fluctuates from hour to hour in irregular trend with the passage of individual vehicles. Thus, road traffic noise has become a fundamental issue of immediate for both the public and policy-makers.
Road traffic noise from especially highways increases due to many factors including noise generated from a vehicle's engine, exhaust, contact between the tires and road surface and interaction between moving vehicles and air that pass through, road condition and traffic management, vehicle speed, and traffic composition. (Cohen and McVoy, ; Banerjee et al., ; Al-Mutairi et al., ; Swain et al., ). Nulty () reviewed that the impact of traffic noise is because of a trend of enhancing the noise output from noise-emitting machines by suitably adjusting the vehicle's silencer. A study conducted in South Eastern Nigeria by Onuu () and in Kolkata, India revealed that sirens and horns are caused to the high environmental noise climate in these cities. A recent study carried out by Nataraja et al. () stated that the distance between source and receiver of the noise influence the noise level in studying areas. However, although much research has found that noise level increase are influenced by driver behavior and source-receiver distance, little attention has been paid to the relationship between noise level and total number of vehicles on the road.
Thus, this study was conducted to reveal the relationship between number of vehicles on the road and noise level at two different types of highways which the first one used by more than 500 vehicles for every 15 min representing heavy traffic flow highway while the second one used by less than 500 vehicles for the same measurement period representing low traffic flow highway. Measurement was carried out during peak hour (0700 to 0900) and off peak hour (2300 to 0100). Due to the lack of studies concerning the effects of a number of vehicles on noise levels in Malaysia, this study aimed to evaluate and analyse the relationship between number of vehicles and noise level considering Malaysia scenario and traffic pattern.
Materials and methods
The present investigation on evaluation and analysis of the relationship between number of vehicles and noise level conducted in urban residential areas in the city of Klang Valley, Malaysia. Two sampling locations of highways in the Klang Valley city selected for noise pollution study were Sungai Besi Expressway and Duke Highway. Noise levels in “A” weighting network were measured using the Integrating Sound Level Meter which complies with the International Electrotechnical Commissioning (IEC) 61672 Class 1 Standard. The brief information of equipment used was briefly describe in Table 1.
Table 1
| Origin | France |
| Model | Blue solo 01 |
| Manufacturer | 01 dB-Metravib |
Brief information of integrating sound level meter used for the study.
The meter was held 1.5 m above the ground surface on the highway shoulder at a distance of 1 m from the pavement edge following the ISO 1996–2: 2007. This method was similar to other noise monitoring programmes in Thailand (Kaiyasith et al., ; Pamanikabud, ), and Ontario (Hajek, ) and was in conformity with the IEC, BSI, and ISO standards after calibration of the microphone. For each sampling location, noise measurement was carried out with three sets of measurement with the period of 5 days with 2 h of monitoring during peak time (0700 to 0900) as well as off peak time (2300 to 0100) for each set, with data of number of vehicles as well as composition of traffic were recorded for every 15 min during measurement. The noise monitoring activities were carried out from 14 June 2011 until 17 July 2011. The average data of the three sets were then used as the results in this paper. Any vehicle passing the site was entered in the appropriate column on the tally sheet provided. The exact number of vehicles which included the heavy vehicles (lorries with more than two axles and buses), cars, and motor cycles were the counted. All the noise monitoring experiments were carried out under ideal meteorological condition with relative humidity, temperature, and wind speed of sites varied from 76 to 93%, 26 to 29°C, and 0 to 0.7 m/s.
Results and discussion
A strong relationship between traffic volume and noise level has been reported in the study carried out by Ma et al. () and Swain et al. (). As traffic volume increase noise level also increases. In our study, the correlation between the total number of vehicles for every 15 min and Leq were tested. The analysis of noise level at two highways were carried out during peak and off peak hours. Figure 1 presents the noise level at Sungai Besi Expressway and Duke Highway from 0700 to 0900 representing peak hours and 2300 to 0100 representing off peak hours.
Figure 1
In Figure 1, the noise level of heavy traffic flow highway which is Sungai Besi Expressway was higher compared to low traffic flow highway, Duke Highway. Other than that, the highest noise level was 74.9 dBA during peak hours and 73.4 dBA during off peak hours while the lowest Leq was 73.8 and 72.6 dBA, respectively. All the values exceed outdoor noise limit by the World Health Organization (WHO, ) as well as Malaysia guidelines (DOE, ). Long-term exposure toward noise levels more than 70 dB(A) can cause trouble, hypertension, high stress levels, hearing loss, sleep disturbances, and other harmful effects (Field, ) to the people living around the highways.
As can be seen from the figure, noise level during peak hours was significantly higher compared to off peak noise level, which is consistent with results obtained in previous studies by Nataraja et al. () However, both graphs show the same fashion of noise level, which the noise level was high at the beginning and gradually decrease toward the end of the measurement. Similarly, the number of vehicles also decline steadily throughout the measurement period. This result may be explained by the fact that the number of vehicles on the road caused the noise level on the highway. This statement is in line with study carried out by Serkan Ozer et al. () in Turkey. However, peak hour does not have that pattern as the noise level drop drastically at 0745 to 0800 but starts increasing afterwards. This situation happens due to the decreasing number of heavy vehicles in that period of time which consequently reduce the noise level (Swain et al., ).
Other than that, we can see that Sungai Besi Expressway, with number of vehicles more than 500 during both measurement period of 15 min has difference of the noise level almost 1 dBA only. However, for Duke Highway where the number of vehicles that pass-by the road less than 500 during measurement of 15 min has a large difference of noise level by 4 dBA during peak hours and 2.3 dBA during off peak hours. This situation indicates that when the total number of vehicles gives rise to some particular value, noise level keeps stabilization. The same finding also found by Ma et al. () were in their study, when traffic volume goes beyond 1000 vehicles/h, the change trend of noise level keeps stabilization.
Several changes should be made to solve highway noise problem in Klang Valley, Malaysia. Future mitigation includes erecting roadside noise barriers at sites near residential areas, increases subway used so that less vehicles will be on the highways, and lastly, creates exclusive routes away from residential areas for heavy vehicles.
Conclusion
The results showed that heavy traffic flow highway recorded higher noise level compared to low traffic flow highway. It was due to the higher number of vehicles on the heavy traffic flow highway than low traffic flow highway. This study also revealed that highway noise in Malaysia has reached serious levels compared to WHO () standard where the guidelines stated that noise level should not exceed 55 dBA during daytime and 45 dBA during nighttime. Nearby residential areas would be seriously affected by the transport noise from both highways. Furthermore, the most striking finding in the study was at some particular number of vehicles, noise level keep stabilization. This study also indicated that noise has become one of the major environmental problems of Malaysia and need urgent overcome through more effective enforcement. However, this study needs further investigation will be necessary with much longer period of time to support the conclusion made.
Conflict of interest statement
The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.
Statements
Acknowledgments
The author would like to thank Department of Environmental Management, Faculty of Environmental Studies, University of Putra Malaysia for the support of this project. Thanks also to Universiti Sains Malaysia for the Fellowship Scheme and Universiti Putra Malaysia for providing financial support under Research University Grant(RUGS) No. 9365200 to carry out this study.
Conflict of interest
The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.
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Summary
Keywords
road traffic noise, noise assessment, total number of vehicles
Citation
Halim H and Abdullah R (2014) Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Klang Valley, Malaysia. Front. Environ. Sci. 2:13. doi: 10.3389/fenvs.2014.00013
Received
17 January 2014
Accepted
28 April 2014
Published
24 June 2014
Volume
2 - 2014
Edited by
Ahmad Zaharin Aris, Universiti Putra Malaysia, Malaysia
Reviewed by
Ioannis Konstantinos Kalavrouziotis, HELLENIC OPEN UNIVERSITY, Greece; Taner Yonar, Uludag University, Turkey
Copyright
© 2014 Halim and Abdullah.
This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.
*Correspondence: Herni Halim, Department of Environmental Management, Faculty of Environmental Studies, Universiti Putra Malaysia, 43400 Serdang, Selangor Darul Ehsan, Malaysia e-mail: hernihalim@yahoo.com
This article was submitted to Green and Environmental Chemistry, a section of the journal Frontiers in Environmental Science.
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