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Title:Dimensioning of signalized intersections in realistic urban environment
Authors:ID Dobovšek, Matej (Author)
ID Sever, Drago (Author)
Files:.pdf PROMET_2005_Dobovsek,_Sever_Dimensioning_of_signalized_intersections_in_realistic_urban_environment.pdf (2,73 MB)
MD5: ADFE7898DDF643C23F539914D37E20BF
 
URL http://www.fpz.unizg.hr/traffic/index.php/PROMTT/article/view/629
 
Language:English
Work type:Scientific work
Typology:1.02 - Review Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:It is very complex to assure the dynamics of traffic networkin urban environment because of the intensity of traffic flowsand the limited space in the urban area. Signalized intersectionsare undoubtedly very important and frequent element inroad traffic network in urban regions, which greatly influencesthe traffic flow dynamics on each section as in the whole trafficnetwork. The time (delay) a vehicle needs to drive through anintersection directly influences the travel comfort, fuel consumption,traffic pollution and so on. There are many methodsfor dimensioning signalized intersections in the world literature.One of the most applied methods is the HIGHWAY CAPACI1YMANUAL (HCM) 2000 which is based on competentinput traffic flows and other characteristics of traffic signalregulations. The intention of this paper is to establish whetherwe can use the HCM 2000 method directly in the Slovenian realenvironment. Based on the established methodology of researchand limited number of delay measurement in real environmentintersections, there have been some deviations. Thecompletion of the level of service criterion for signalized intersectionshas been proposed, with the intention for more suitabilityestimation in the realistic environment.
Keywords:road traffic, intersections, signallization, control delay measurement, level of service
Publication status:Published
Publication version:Version of Record
Year of publishing:2005
Number of pages:str. 143-148
Numbering:Letn. 17, št. 3
PID:20.500.12556/DKUM-65979 New window
ISSN:0353-5320
UDC:656.1.054:711.553:654.91
ISSN on article:0353-5320
COBISS.SI-ID:9798422 New window
DOI:10.7307/ptt.v17i3.629 New window
NUK URN:URN:SI:UM:DK:JCZULGDG
Publication date in DKUM:02.06.2017
Views:1426
Downloads:226
Metadata:XML DC-XML DC-RDF
Categories:Misc.
:
DOBOVŠEK, Matej and SEVER, Drago, 2005, Dimensioning of signalized intersections in realistic urban environment. Promet [online]. 2005. Vol. 17, no. 3, p. 143–148. [Accessed 12 April 2025]. DOI 10.7307/ptt.v17i3.629. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=65979
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Record is a part of a journal

Title:Promet
Shortened title:Promet
Publisher:Fakultet prometnih znanosti, Fakulteta za pomorstvo in promet, Universita degli studi di Trieste, Istituto per lo studio dei transporti nell'integrazione economica europea, Fakultet za saobračaj i komunikacije, Fakulta prevadzky a ekonomiky dopravy a spojov, Dopravni fakulta Jana Pernera
ISSN:0353-5320
COBISS.SI-ID:1416196 New window

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.
Licensing start date:02.06.2017

Secondary language

Language:Slovenian
Title:Dimenzioniranje semaforiziranih križišč v realnem urbanem okolju
Abstract:Zagotoviti dinamično odvijanje prometa na urbanem cestnem omrežju je vsled intenzitete prometnih tokov in omejenega prostora v mestih zelo kompleksno. Križišča s svetlobno signalnimi napravami so nedvomno pomemben dejavnik, ki pogojuje funkcionalnost omrežja. Čas, ki ga vozilo potrebuje za prevoz križišča neposredno vpliva na udobnost potovanja, porabo goriva in posledično na onesnaževanje okolja. V svetovni literaturi je zaslediti dosti metod za dimenzioniranje semaforiziranih križišč. Ena najpogostejše uporabljenih metod je HCM 2000, ki temelji na merodajnih vhodnih prometnih tokovih ter drugih značilnosti tovrstnih prometnih ureditev. Namen članka je preveriti, ali je moč predlagano metodo direktno uporabiti v slovenskem realnem okolju. Na osnovi vzpostavljene metodologije raziskovanja in omejenemu številu meritev zamud vsled signalnih naprav v križišču, so bila ugotovljena določena odstopanja. Predlagane so dopolnitve kriterija za določitev nivoja usluge za križišča s svetlobno signalnimi napravami, ki ustrezneje opredeljujejo dejansko stanje v realnem prometnem prostoru.
Keywords:cestni promet, križišča, signalizacija, merjenje kontrolne zamude, nivo usluge


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