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Coupled microscopic modelling of traffic demand and traffic flow on a city level

Krajzewicz, Daniel und Cyganski, Rita und Heinrichs, Matthias und Erdmann, Jakob (2016) Coupled microscopic modelling of traffic demand and traffic flow on a city level. European Transport Conference (ETC) 2016, 2016-10-05 - 2016-10-07, Barcelona, Spain.

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Offizielle URL: https://abstracts.aetransport.org/paper/index/id/5033/confid/21

Kurzfassung

Microscopic models of traffic demand and traffic flow have reached a maturity which allows their usage for investigating large-scale effects of measures and/or developments. In microscopic models, every participant is described individually by a set of attributes. Demand models use attributes such as the age, employment state, sex, home location, and the availability of mobility options for computing the person’s mobility in a region defined by activity locations and mode-dependent travel times. Traffic flow models replicate the progress of individual users – may they be vehicles or individual persons as well – through a given transportation network. As in demand models, every participant is defined using a set of attributes, mainly ones that describe its physical attributes, such as the maximum acceleration/deceleration capabilities, the maximum speed or the emission class. The microscopic representation of user and vehicle groups is intrinsically sensitive to a large number of influences, because the used parameters directly determine the individuals’ behavior. The usage of disaggregated populations and vehicle fleets additionally enables to investigate the effects of measures that influence only a part of the population or the vehicle fleet, such as environmental zones or parking fees. At first, the benefits of using microscopic models are outlined. Then, the fundamentals of microscopic models for traffic flow simulation and demand modelling are given respectively, using the microscopic traffic flow simulation “SUMO” (Krajzewicz et al., 2012) and the agent-based demand model “TAPAS” (Heinrichs et al., 2016; Hertkorn, 2005) as examples. Afterwards, an example use cases that demonstrates why it is necessary to employ both simulation types is given. Then, a new system that couples both simulations for diminishing the missing interaction between traffic performance and mode choice is outlined. The report ends with a summary.

elib-URL des Eintrags:https://elib.dlr.de/106502/
Dokumentart:Konferenzbeitrag (Vortrag)
Titel:Coupled microscopic modelling of traffic demand and traffic flow on a city level
Autoren:
AutorenInstitution oder E-Mail-AdresseAutoren-ORCID-iDORCID Put Code
Krajzewicz, Danieldaniel.krajzewicz (at) dlr.dehttps://orcid.org/0000-0003-1045-8800NICHT SPEZIFIZIERT
Cyganski, Ritarita.cyganski (at) dlr.dehttps://orcid.org/0000-0002-5744-1427NICHT SPEZIFIZIERT
Heinrichs, Matthiasmatthias.heinrichs (at) dlr.dehttps://orcid.org/0000-0002-0175-2787NICHT SPEZIFIZIERT
Erdmann, Jakobjakob.erdmann (at) dlr.dehttps://orcid.org/0000-0002-4195-4535NICHT SPEZIFIZIERT
Datum:5 Oktober 2016
Referierte Publikation:Ja
Open Access:Ja
Gold Open Access:Nein
In SCOPUS:Nein
In ISI Web of Science:Nein
Status:veröffentlicht
Stichwörter:microscopic modelling; traffic demand; traffic flow
Veranstaltungstitel:European Transport Conference (ETC) 2016
Veranstaltungsort:Barcelona, Spain
Veranstaltungsart:internationale Konferenz
Veranstaltungsbeginn:5 Oktober 2016
Veranstaltungsende:7 Oktober 2016
Veranstalter :Association for European Transport
HGF - Forschungsbereich:Luftfahrt, Raumfahrt und Verkehr
HGF - Programm:Verkehr
HGF - Programmthema:Verkehrssystem
DLR - Schwerpunkt:Verkehr
DLR - Forschungsgebiet:V VS - Verkehrssystem
DLR - Teilgebiet (Projekt, Vorhaben):V - Verkehrsentwicklung und Umwelt II (alt)
Standort: Berlin-Adlershof
Institute & Einrichtungen:Institut für Verkehrsforschung > Mobilität und urbane Entwicklung
Institut für Verkehrssystemtechnik > Verkehrssimulation und -prognose
Hinterlegt von: Krajzewicz, Daniel
Hinterlegt am:28 Nov 2016 15:00
Letzte Änderung:24 Apr 2024 20:11

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