DocumentCode
1582680
Title
Method of signal cycle calculation which is based on the saturation flow rate
Author
Shimasaki, Hitoshi
Author_Institution
Traffic Dept., Toyama Prefectural Police Headquarters, Toyama, Japan
fYear
1999
fDate
6/21/1905 12:00:00 AM
Firstpage
891
Lastpage
896
Abstract
Traffic actuated control makes the green time of part or all inflow parts be elastic according to the traffic demand. In traffic actuated control the biggest green breaking-off timing is effected by the information from the vehicle detector set in the upper stream at the intersection. This method forecasts maximum pass rate for the number of the accumulation passage stands from the green light beginning. In the morning and evening (the rush hour time zone) to cancel the congestion of the trunk-road, being almost fixed, the cycle tends to be long. As a result, without lowering the traffic quantity of the main road in spite of making the green time of the main road short at some intersections, about 15% of occupancy of the subordinate road fell and the traffic quantity of the intersection, too, increased and could improve efficiency of the intersection
Keywords
road traffic; traffic control; green time; main road; maximum pass rate; rush hour time zone; saturation flow rate; signal cycle calculation; traffic actuated control; traffic demand; vehicle detector; Displays; Fluid flow measurement; Lighting control; Optimal control; Optimization methods; Road vehicles; Time measurement; Timing; Vehicle detection;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent Transportation Systems, 1999. Proceedings. 1999 IEEE/IEEJ/JSAI International Conference on
Conference_Location
Tokyo
Print_ISBN
0-7803-4975-X
Type
conf
DOI
10.1109/ITSC.1999.821181
Filename
821181
Link To Document