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dc.contributor.author Perera, PDR
dc.contributor.author Bandara, JMSJ
dc.contributor.editor Pasindu, HR
dc.date.accessioned 2022-06-03T08:15:07Z
dc.date.available 2022-06-03T08:15:07Z
dc.date.issued 2017-07
dc.identifier.citation Perera, P.D.R., & Bandara, J.M.S.J. (2017). The study on saturation flow at signalized intersection [Abstract]. In H.R. Pasindu (Ed.), Proceedings of the Transportation Research Forum 2017 (p. 35). Department of Civil Engineering, University of Moratuwa. https://uom.lk/sites/default/files/civil/files/TRF%202017_0.pdf en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/18094
dc.description.abstract Signalized intersections are an essential part of a road network in urban areas where the traffic congestion has been a major problem. In the design of signalized intersections, capacity is the key factor and the saturation flow rate plays an important role in determining the capacity. Therefore, saturation flow can be considered as an important parameter which is used for the planning, designing and controlling a signalized intersection. Accurate saturation flow values are a fundamental criterion in the management of efficient and effective traffic signal control and intersection design. Many countries had executed researches regarding the saturation flow rates to suit their traffic conditions and identified the major factors which affect the saturation flow which might be not suited for our local traffic conditions. Therefore, the objective of this study was to collect a large sample of field measurements and identify the way of pattern of varying the saturation flow with the different factors which directly affected. Sri Lanka is a developing country and cities are undergoing rapid urbanization. As a result, there is rapid growth in the road traffic. Traffic movement is very complex due to the heterogeneous traffic stream sharing the same carriageway. With this study, it can be identified that this heterogeneous traffic condition is one of the major factors which affect the variation of the saturation flow. A large number of motorcycles and three-wheelers can be seen at the signalized intersections and they increase the capacity and heavy vehicles reduce the capacity as well. By considering all those facts it should be corrected the saturation flow rates which are using for the traffic signal timing calculations as suit for the traffic conditions. en_US
dc.language.iso en en_US
dc.publisher Department of Civil Engineering, University of Moratuwa. en_US
dc.relation.uri https://uom.lk/sites/default/files/civil/files/TRF%202017_0.pdf en_US
dc.subject Signalized intersection en_US
dc.subject Saturation flow en_US
dc.subject Capacity en_US
dc.subject Mixed traffic en_US
dc.title The study on saturation flow at signalized intersection en_US
dc.type Conference-Abstract en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Department of Civil Engineering en_US
dc.identifier.year 2017 en_US
dc.identifier.conference Transport Research Forum 2017 en_US
dc.identifier.place Katubedda en_US
dc.identifier.pgnos p. 35 en_US
dc.identifier.proceeding Proceedings of the Transport Research Forum 2017 en_US
dc.identifier.email dinushkarp@gmail.com en_US
dc.identifier.email bandara@uom.lk en_US


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