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Statements

Subject Item
n2:RIV%2F61989100%3A27230%2F12%3A86083479%21RIV13-MSM-27230___
rdf:type
n10:Vysledek skos:Concept
dcterms:description
The contemporary method for the coordination of urban intersections design for the same speed of approach of around 45 km/h does not allow changes in the coordination speed based on faster changes of the required intersection capacity resulting from changed intensity of traffic during a day. However, the speed of traffic flow changes significantly with the road saturation. The coordination is often ignored in off-peak intensities, when the minimisation of the waiting times decreases the cycle length of light signaling equipment (LSE). However, this leads to changed green waves (in time), which means that the coordinated groups of vehicles pass the intersection at different times. Because of fixed constant distances between intersections, the preservation of the green wave might not be possible and even at a lower traffic intensity the number of cars stopping can increase, the waiting times prolong and therefore the traffic smoothness can be deteriorated. The model of extended coordination defines the dependence of duration of traffic lights controlled intersections cycle on the intensity of the coordinated entry, the speed of approach and the distance between the coordinated intersections. The length of the cycle defined this way improves the traffic smoothness by the coordination of traffic light controlled intersections also in the cases of unfavourable conditions for bidirectional coordination. The contemporary method for the coordination of urban intersections design for the same speed of approach of around 45 km/h does not allow changes in the coordination speed based on faster changes of the required intersection capacity resulting from changed intensity of traffic during a day. However, the speed of traffic flow changes significantly with the road saturation. The coordination is often ignored in off-peak intensities, when the minimisation of the waiting times decreases the cycle length of light signaling equipment (LSE). However, this leads to changed green waves (in time), which means that the coordinated groups of vehicles pass the intersection at different times. Because of fixed constant distances between intersections, the preservation of the green wave might not be possible and even at a lower traffic intensity the number of cars stopping can increase, the waiting times prolong and therefore the traffic smoothness can be deteriorated. The model of extended coordination defines the dependence of duration of traffic lights controlled intersections cycle on the intensity of the coordinated entry, the speed of approach and the distance between the coordinated intersections. The length of the cycle defined this way improves the traffic smoothness by the coordination of traffic light controlled intersections also in the cases of unfavourable conditions for bidirectional coordination.
dcterms:title
A proposed model of extended coordination for the traffic light control at intersections A proposed model of extended coordination for the traffic light control at intersections
skos:prefLabel
A proposed model of extended coordination for the traffic light control at intersections A proposed model of extended coordination for the traffic light control at intersections
skos:notation
RIV/61989100:27230/12:86083479!RIV13-MSM-27230___
n10:predkladatel
n15:orjk%3A27230
n4:aktivita
n8:S
n4:aktivity
S
n4:cisloPeriodika
329
n4:dodaniDat
n5:2013
n4:domaciTvurceVysledku
n6:9147373
n4:druhVysledku
n11:J
n4:duvernostUdaju
n17:S
n4:entitaPredkladatele
n18:predkladatel
n4:idSjednocenehoVysledku
120535
n4:idVysledku
RIV/61989100:27230/12:86083479
n4:jazykVysledku
n14:eng
n4:klicovaSlova
model, coordination, traffic lights controlled intersections
n4:klicoveSlovo
n13:model n13:traffic%20lights%20controlled%20intersections n13:coordination
n4:kodStatuVydavatele
DE - Spolková republika Německo
n4:kontrolniKodProRIV
[F7BDC396412C]
n4:nazevZdroje
Communications in Computer and Information Science
n4:obor
n16:JO
n4:pocetDomacichTvurcuVysledku
1
n4:pocetTvurcuVysledku
1
n4:rokUplatneniVysledku
n5:2012
n4:svazekPeriodika
2012
n4:tvurceVysledku
Tresler, Filip
s:issn
1865-0929
s:numberOfPages
9
n12:organizacniJednotka
27230