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Methodology to identify the optimum number of locations that minimized double counting errors for origin – destination surveys

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dc.contributor.author De Silva, PCP
dc.contributor.author Bandara, JMSJ
dc.contributor.editor Pasindu, HR
dc.date.accessioned 2022-06-08T09:04:03Z
dc.date.available 2022-06-08T09:04:03Z
dc.date.issued 2013-07
dc.identifier.citation De Silva, P.C.P., & Bandara, J.M.S.J. (2013). Methodology to identify the optimum number of locations that minimized double counting errors for origin – destination surveys [Abstract]. In H.R. Pasindu (Ed.), Proceedings of the Transportation Research Forum 2013 (p. 23). Department of Civil Engineering, University of Moratuwa. https://uom.lk/sites/default/files/civil/files/TRF%202013_0.pdf en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/18194
dc.description.abstract An origin – destination matrix is a spatially disaggregated measure of the traffic demand within a defined study area. Further, results of origin – destination (OD) surveys, which primarily comprise information about the spatial and temporal distribution of activities between different traffic zones, are of vital importance for transportation systems operation, design, analysis, and planning. However, in the OD estimation process, the quality of the estimated OD data is highly dependent on accuracy of the input data, which is a subsequent factor of the selection of perfect number and locations of observation. Further, although scholars argue the importance of selecting the correct sample sizes at each location in order to produce accurate data while minimizing the cost and disturbance to the traffic and etc, still it seems this factor has not been incorporated for the studies. This paper presents a new approach for establishing permanent locations for OD surveys, which enclose entire study area travel movements, by having taken divisional secretariat divisions as the traffic analyzing zones. The main argument considered here is the selection of minimum number and keeping no room for the double counting. Further, the paper evaluates sample sizes required for each counting location for OD surveys. 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%202013_0.pdf en_US
dc.subject Origin destination surveys en_US
dc.subject Optimum en_US
dc.subject Counting locations en_US
dc.subject Sample sizes en_US
dc.title Methodology to identify the optimum number of locations that minimized double counting errors for origin – destination surveys 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 2013 en_US
dc.identifier.conference Transport Research Forum 2013 en_US
dc.identifier.place Colombo en_US
dc.identifier.pgnos p. 23 en_US
dc.identifier.proceeding Proceedings of the Transport Research Forum 2013 en_US
dc.identifier.email chameera.chameera.desilva@gmail.com en_US
dc.identifier.email Bandara@uom.lk en_US


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