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Title:
New approach to determining visibility length on passive protected level railroad crossings
Authors:
ID
Sever, Drago
(
Author
)
Files:
PROMET_2012_Sever_New_Approach_to_Determining_Visibility_Length_on_Passive_Protected_Level_Railroad_Crossings.pdf
(892,41 KB)
MD5: C939E4834E12BA509DF805E8BAF0803B
http://www.fpz.unizg.hr/traffic/index.php/PROMTT/article/view/1203
Language:
English
Work type:
Scientific work
Typology:
1.03 - Other scientific articles
Organization:
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:
The paper is based on the question whether the existing (legislation determined) method for determining the visibility length on passive protected level railroad crossings insures the relevant level of traffic safety. It has been recognised that using of such method does not provide stopping of road driver vehicles in front of railroad crossing in all conditions. Based on such conclusion a new approach to determining visibility length on passive protected level railroad crossing is proposed. The new approach is based on the assumption that it is necessary, primarily on level railroad crossings with local roads to recognize the worst possible and expected road and weather conditions. The testing of the proposed method in the real environment has shown that at lower speeds of road vehicles there is almost no difference, and that important benefits are recognised for the speeds of 30 and 50km/h where longer stopping distances of road vehicles have been detected (road vehicle can stop safely in front of a rail crossing) with almost the same visibility lengths. The use of the proposed method could have important impact on the increase of traffic safety on passive protected level railroad crossings.
Keywords:
traffic safety
,
visibility field
,
level railroad crossings
Publication status:
Published
Publication version:
Version of Record
Year of publishing:
2012
Number of pages:
str. 479-486
Numbering:
Letn. 24, št. 6
PID:
20.500.12556/DKUM-66023
ISSN:
0353-5320
UDC:
656.1./2.08
ISSN on article:
0353-5320
COBISS.SI-ID:
16734998
DOI:
10.7307/ptt.v24i6.1203
NUK URN:
URN:SI:UM:DK:O4AGIJXP
Publication date in DKUM:
05.06.2017
Views:
1588
Downloads:
568
Metadata:
Categories:
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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
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:
05.06.2017
Secondary language
Language:
Slovenian
Title:
Nov pristop k določevanju dolžine preglednosti pasivno zaščitenih nivojskih železniških prehodov
Abstract:
Pričujoči prispevek temelji na vprašanju, če obstoječa zakonsko določena metoda za določevanje dolžine preglednosti na pasivno zaščitenih železniških prehodih zagotavlja ustrezni nivo prometne varnosti. Ugotovljeno je, da uporaba obstoječe metode ne omogoča vozniku motornega vozila zaustavitve vozila v vseh pogojih. Na osnovi takšne ugotovitve je predlagan nov pristop k določevanju dolžine preglednosti na pasivno zaščitenih nivojskih železniških prehodih. Nov pristop temelji na predpostavki, da je nujno, predvsem na nivojskih železniških prehodih lokalnih cest, upoštevati najslabše možne in pričakovane cestne in vremenske pogoje. Preizkus predlagane metode v realnem prometnem okolju je pokazal, da pri nižjih hitrosti cestnih vozil skoraj ni razlike, pomembnejše prednosti se pokažejo pri hitrostih 30 in 50 km/h, kjer so ugotovljene večje dolžine zaustavljanja cestnega vozila (cestno vozila se lahko varno zaustavi pred nivojskim železniškim prehodom) pri skoraj enakih dolžinah preglednega polja. Uporaba predlagane metode lahko pomembno prispeva k povečanju prometne varnosti na nivojskih železniških prehodih zaščitenimi samo z Andrejevim križem.
Keywords:
prometna varnost
,
polje preglednosti
,
nivojski železnišški prehodi
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