2019
DOI: 10.17559/tv-20171019161950
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Building and Calibration Transport Demand Model in Anamorava Region

Abstract: The main objective of this research is to develop a model and to calibrate it in order to apply it to transport forecasting for Anamorava region. The synthetic model has been developed, and it is composed of a transport network model and a demand model, which is enabled using PTV Visum software as well as using the following variables as input: number of residents, number of people employed, working places available as well as the volume of vehicles entering and leaving certain locations surrounding the Anamor… Show more

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Cited by 4 publications
(3 citation statements)
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References 13 publications
(15 reference statements)
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“…AADT is the number of motor vehicles traveling in a given segment of the road during 24 consecutive hours, averaged for a period of one year. The method of its calculation depends on the type of the measurement segment (the P type segment—basic segments where direct measurements of traffic are performed on a full-time basis, and the T type segment—segments of the road where no direct measurements are performed, and the data may be acquired indirectly, by generating them from specialized software) [ 67 ]. For the two indicated segments, the value of AADT is to be calculated according to the formula: wherein: M R —average daily traffic on working days (Monday to Friday, 6 A.M.–10 P.M.), 0.85 M R —average daily traffic on Saturdays and pre-holiday days (6 A.M.–10 P.M.), M N —average daily traffic on Sundays and holidays, R N —average night traffic (10 P.M.–6 A.M.), N 1 —the number of working days in the year, N 2 —the number of Saturdays and days preceding holidays in the year, N 3 —the number of Sundays and holidays in the year, N —the number of all days in the year.…”
Section: Methodsmentioning
confidence: 99%
“…AADT is the number of motor vehicles traveling in a given segment of the road during 24 consecutive hours, averaged for a period of one year. The method of its calculation depends on the type of the measurement segment (the P type segment—basic segments where direct measurements of traffic are performed on a full-time basis, and the T type segment—segments of the road where no direct measurements are performed, and the data may be acquired indirectly, by generating them from specialized software) [ 67 ]. For the two indicated segments, the value of AADT is to be calculated according to the formula: wherein: M R —average daily traffic on working days (Monday to Friday, 6 A.M.–10 P.M.), 0.85 M R —average daily traffic on Saturdays and pre-holiday days (6 A.M.–10 P.M.), M N —average daily traffic on Sundays and holidays, R N —average night traffic (10 P.M.–6 A.M.), N 1 —the number of working days in the year, N 2 —the number of Saturdays and days preceding holidays in the year, N 3 —the number of Sundays and holidays in the year, N —the number of all days in the year.…”
Section: Methodsmentioning
confidence: 99%
“…The geometry of the road network was connected with descriptive data, including information on the names of streets, types The first stage of the studies was determining the average annual daily traffic volumes (AADT) in the road transport (n/h) in the given road segment of the analyzing road [34]. AADT was the basic parameter calculated for all segments of the road network, while the method of its calculation depends on the type of measurement segment [35] and [36] (pp. 80-85).…”
Section: Research Methodology and Datamentioning
confidence: 99%
“…These data are used to calibrate and validate the model. Socioeconomic data of this level is used in other macrosimulation studies such as Duraku et al (2019). There are also considered trips from other inner cities and municipalities that possibly influence the network model.…”
Section: Traffic Modellingmentioning
confidence: 99%