Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Malaysia
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). Findings indicated that heavy traffic flow highway recorded higher noise...
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Online Access: | http://psasir.upm.edu.my/id/eprint/55730/1/Equivalent%20noise%20level%20response%20to%20number%20of%20vehicles%20a%20comparison%20between%20a%20high%20traffic%20flow%20and%20low%20traffic%20flow%20highway%20in%20Malaysia.pdf http://psasir.upm.edu.my/id/eprint/55730/ |
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my.upm.eprints.557302017-06-07T08:44:07Z http://psasir.upm.edu.my/id/eprint/55730/ Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Malaysia Halim, Herni Abdullah, Ramdzani 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). 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. At certain i.e. above 500, noise level is stabilized. Springer 2013 Conference or Workshop Item PeerReviewed application/pdf en http://psasir.upm.edu.my/id/eprint/55730/1/Equivalent%20noise%20level%20response%20to%20number%20of%20vehicles%20a%20comparison%20between%20a%20high%20traffic%20flow%20and%20low%20traffic%20flow%20highway%20in%20Malaysia.pdf Halim, Herni and Abdullah, Ramdzani (2013) Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Malaysia. In: International Conference on Environmental Forensics 2013, 11-14 Nov. 2013, Marriot Hotel, Putrajaya, Malaysia. (pp. 149-152). 10.1007/978-981-4560-70-2_28 |
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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). 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. At certain i.e. above 500, noise level is stabilized. |
format |
Conference or Workshop Item |
author |
Halim, Herni Abdullah, Ramdzani |
spellingShingle |
Halim, Herni Abdullah, Ramdzani Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Malaysia |
author_facet |
Halim, Herni Abdullah, Ramdzani |
author_sort |
Halim, Herni |
title |
Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Malaysia |
title_short |
Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Malaysia |
title_full |
Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Malaysia |
title_fullStr |
Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Malaysia |
title_full_unstemmed |
Equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in Malaysia |
title_sort |
equivalent noise level response to number of vehicles: a comparison between a high traffic flow and low traffic flow highway in malaysia |
publisher |
Springer |
publishDate |
2013 |
url |
http://psasir.upm.edu.my/id/eprint/55730/1/Equivalent%20noise%20level%20response%20to%20number%20of%20vehicles%20a%20comparison%20between%20a%20high%20traffic%20flow%20and%20low%20traffic%20flow%20highway%20in%20Malaysia.pdf http://psasir.upm.edu.my/id/eprint/55730/ |
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13.211869 |