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Title:Alternative possibilities for defining the length of the separate left-turn lane at the existing level intersection
Authors:ID Tollazzi, Tomaž (Author)
Files:.pdf PROMET_2002_Tollazzi_Alternative_possibilities_for_defining_the_length_of_the_separate_left-turn_lane_at_the_existing_level_intersection.pdf (1,21 MB)
MD5: F24FF31F22D892AF89C52912719C63D3
 
URL http://www.fpz.unizg.hr/traffic/index.php/PROMTT/article/view/843
 
Language:English
Work type:Scientific work
Typology:1.02 - Review Article
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:The market offers various computer programs for simulating traffic flows at level intersections whose mathematical background is not known to the end users. Thus the user only enters the data without being aware of how the program works. The results obtained cannot be evaluated properly, which may lead to subjective decisions. The paper presents some simple mathematical alternatives which are used to determine the length of a left-turn lane in a level intersection.
Keywords:road traffic, roads, level intersections, lane length, left-turn lane
Publication status:Published
Publication version:Version of Record
Year of publishing:2002
Number of pages:str. 29-31
Numbering:Letn. 14, št. 1
PID:20.500.12556/DKUM-65954 New window
ISSN:0353-5320
UDC:625.739
ISSN on article:0353-5320
COBISS.SI-ID:6976278 New window
DOI:10.7307/ptt.v14i1.843 New window
NUK URN:URN:SI:UM:DK:R4UCIBWS
Publication date in DKUM:31.05.2017
Views:1543
Downloads:174
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Categories:Misc.
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Record is a part of a journal

Title:Promet
Publisher:Fakultet prometnih znanosti Sveučilišta u Zagrebu
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:31.05.2017

Secondary language

Language:Slovenian
Abstract:Na trgu je danes več različnih računalniških programov za simulacijo prometnih tokov v nivojskih križiščih, ki temeljijo na matematičnem ozadju, ki pa je načeloma neznano končnemu uporabniku programa. Uporabnik večinoma vnaša vhodne podatke brez, da bi poznal model in matematične postopke, ki privedejo do končnih rezultatov. Končnih rezultatov tako ni možno ovrednotiti, kar pa lahko privede do subjektivnih odločitev. V prispevku so prikazane enostavne alternativne matematične možnosti za določitev potrebe po uvedbi ločenega pasu za leve zavijalce in dolžine le-tega.
Keywords:cestni promet, ceste, nivojsko križišče, dolžina voznega pasu, zavijanje v levo


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