Vehicular traffic noise modelling of urban area—a contouring and artificial neural network based approach

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dc.contributor.author Debnath, Abhijit
dc.contributor.author Singh, Prasoon Kumar
dc.contributor.author Banerjee, Sushmita
dc.date.accessioned 2023-04-21T10:19:27Z
dc.date.available 2023-04-21T10:19:27Z
dc.date.issued 2022-06
dc.identifier.issn 09441344
dc.identifier.uri http://localhost:8080/xmlui/handle/123456789/2194
dc.description This paper is submitted by the author of IIT (BHU), Varanasi, India en_US
dc.description.abstract Road traffic vehicular noise is one of the main sources of environmental pollution in urban areas of India. Also, steadily increasing urbanization, industrialization, infrastructures around city condition causes health risks among the urban populations. In this study, we have explored noise descriptors (L10, L90, Ldn, LNI, TNI, NC), contour plotting and find the suitability of artificial neural networks (ANN) for the prediction of traffic noise all around the Dhanbad township in 15 monitoring stations. In order to develop the prediction model, measuring noise levels of five different hours, speed of vehicles, and traffic volume in every monitoring point have been studied and analyzed. Traffic volume, percent of heavy vehicles, speed, traffic flow, road gradient, pavement, road side carriageway distance factors were taken as input parameter, whereas LAeq as output parameter for formation of neural network architecture. As traffic flow is heterogenous which mainly contains 59%, two wheelers and different vehicle specifications with varying speeds also affect driving and honking behavior which constantly changing noise characteristics. From radial noise diagrams shown that average noise levels of all the stations beyond permissible limit and the highest noise levels were found at the speed of 50–55 km/h in both peak and non-peak hours. Noise descriptors clearly indicate high annoyance level in the study area. Artificial neural network with 7–7-5 formation has been developed and found as optimum due to its sum of square and overall relative error 0.858 and.029 in training and 0.458 and 0.862 in testing phase respectively. Comparative analysis between observed and predicted noise level shows very less deviation up to ± 0.6 dB(A) and the R2 linear values are more than 0.9 in all five noise hours indicating the accuracy of model. Also, it can be concluded that ANN approach is much superior in prediction of traffic noise level to any other statistical method. Graphical abstract: [Figure not available: see fulltext.] en_US
dc.description.sponsorship Department of Civil Engineering , IIT (BHU), Varanasi, India en_US
dc.language.iso en_US en_US
dc.relation.ispartofseries Environmental Science and Pollution Research;Volume 29, Issue 26, Pages 39948 - 39972
dc.subject Traffic flow en_US
dc.subject Traffic noise en_US
dc.subject Noise descriptors en_US
dc.subject Indexes en_US
dc.subject artificial neural network based approach en_US
dc.subject Vehicular traffic noise modelling of urban area en_US
dc.title Vehicular traffic noise modelling of urban area—a contouring and artificial neural network based approach en_US
dc.type Article en_US


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