Traffic signal control method and traffic signal controller

• US 9,601,013 B2
• Filed: 01/10/2013
• Issued: 03/21/2017
• Est. Priority Date: 01/10/2012
• Status: Active Grant

• Current Assignee: Massachusetts Institute of Technology, Nanyang Technological University
• Original Assignee: Massachusetts Institute of Technology, Nanyang Technological University
• Inventors: Wongpiromsarn, Tichakorn, Frazzoli, Emilio, Wang, Danwei, Uthaicharoenpong, Tawit, Wang, Yu
• Primary Examiner(s): Wang, Quan-Zhen
• Assistant Examiner(s): Foxx, Chico A
• Application Number:
  US14/362,043
• Publication Number:
  US 20140375475A1
• Time in Patent Office: 1,531 Days
• Field of Search: None
• US Class Current: 1/1
• CPC Class Codes: G08G 1/01 Detecting movement of traffic to be counted or controlled G08G1/07 - G08G1/14 take precedence
• CPC Class Codes: G08G 1/08 according to detected number or speed of vehicles
• CPC Class Codes: G08G 1/083 Controlling the allocation of time between phases of a cycle

Abstract

A distributed traffic signal control method is provided for a directed network comprising a plurality of junctions, each junction having a plurality of links connected thereto, the links comprising one or more upstream links and one or more downstream links, the method comprising: activating one of a plurality of phases of the junction for a predetermined time period which maximizes the directed network throughput based on current differential traffic backlogs between said one or more upstream links and said one or more downstream links, each phase providing a unique combination of traffic signals at the junction for guiding traffic from the upstream link(s) to the downstream link(s). There is also provided a corresponding traffic signal controller, a traffic control system comprising the traffic signal controller, and a computer readable medium having stored therein computer executable codes for instructing a computer processor to execute the distributed traffic signal control method.

Claims

1. A distributed traffic signal control method for a directed network comprising a plurality of junctions, each of the plurality of junctions having a plurality of links connected thereto, the links comprising one or more upstream links and one or more downstream links, the method comprising:

activating one of a plurality of phases of each of the plurality of junctions for a predetermined time period which maximizes the directed network throughput based on current differential traffic backlogs between said one or more upstream links and said one or more downstream links connected to each of the plurality of junctions, each phase providing a unique combination of traffic signals at each of the plurality of junctions for guiding traffic from said one or more upstream links to said one or more downstream links, wherein said activating one of a plurality of phases is based on said current differential traffic backlogs and a flow rate of traffic through each of the plurality of junctions; and

determining, for each phase, a parameter based on a sum of the multiplication of the current differential traffic backlog with the flow rate of traffic for each unique combination of one upstream link and one downstream link of the plurality of links connected to each of the plurality of junctions.

2. The method according to claim 1, wherein each current differential traffic backlog is determined based on a difference between a current traffic condition of one of the downstream links and a current traffic condition of one of the upstream links.

3. The method according to claim 2, wherein the current traffic condition comprises a queue length of vehicles at the link.

4. The method according to claim 1, wherein the flow rate of traffic through each of the plurality of junctions is determined based on a comparison of a current traffic state at each of the plurality of junctions with a prior model or data so as to locate a predetermined flow rate corresponding to the current traffic state.

5. The method according to claim 1, wherein the flow rate is measured by a traffic monitoring system at each of the plurality of junctions.

6. The method according to claim 1, further comprises determining one or more phases having the parameter with a largest value, wherein said activating one of a plurality of phases comprises selecting one of said one or more phases having the parameter with the largest value.

7. The method according to claim 1, wherein the upstream link is a link for providing inflow of traffic to each of the plurality of junctions and the downstream link is a link for receiving outflow of traffic from each of the plurality of junctions.

8. A traffic signal controller for a directed network comprising a plurality of junctions, each of the plurality of junction having a plurality of links connected thereto, the links comprising one or more upstream links and one or more downstream links, the controller comprising:

a control unit for activating one of a plurality of phases of each of the plurality of junctions for a predetermined time period which maximizes the directed network throughput based on current differential traffic backlogs between said one or more upstream links and said one or more downstream links connected to each of the plurality of junctions, each phase providing a set of traffic signals at each of the plurality of junctions for guiding traffic from said one or more upstream links to said one or more downstream links, wherein the control unit is operable to activate said one of a plurality of phases based on said current differential traffic backlogs and a flow rate of traffic through each of the plurality of junctions; and

wherein for each phase, the control unit is operable to determine a parameter based on a sum of the multiplication of the current differential traffic backlog with the flow rate of traffic for each unique combination of one upstream link and one downstream link of the plurality of links connected to each of the plurality of junction.

9. The controller according to claim 8, wherein each current differential traffic backlog is determined based on a difference between a current traffic condition of one of the downstream links and a current traffic condition of one of the upstream links.

10. The controller according to claim 9, wherein the current traffic condition comprises a queue length of vehicles at the link.

11. The controller according to claim 8, wherein the flow rate of traffic through each of the plurality of junctions is determined based on a comparison of a current traffic state at each of the plurality of junctions with a prior model or data so as to locate a predetermined flow rate corresponding to the current traffic state.

12. The controller according to claim 8, wherein the flow rate is measured by a traffic monitoring system at each of the plurality of junctions.

13. The controller according to claim 8, wherein the controller is further operable to determine one or more phases having the parameter with a largest value, wherein said one of a plurality of phases activated is one of said one or more phases having the parameter with the largest value.

14. The controller according to claim 8, wherein the upstream link is a link for providing inflow of traffic to each of the plurality of junctions and the downstream link is a link for receiving outflow of traffic from each of the plurality of junctions.

15. A traffic control system for a directed network comprising a plurality of junctions, each of the plurality of junctions having a plurality of links connected thereto, the links comprising one or more upstream links and one or more downstream links, the system comprising:

one or more traffic signal controllers for directing traffic through one or more junctions in the directed network; and

one or more traffic monitoring units for monitoring current traffic condition at one or more links and providing data indicative of the current traffic condition at said one or more links to the traffic signal controllers,

wherein the traffic signal controller for directing traffic comprises a control unit for activating one of a plurality of phases of each of the plurality of junctions for a predetermined time period which maximizes the directed network throughput based on current differential traffic backlogs between said one or more upstream links and said one or more downstream links connected to each of the plurality of junctions, each phase providing a set of traffic signals at each of the plurality of junctions for guiding traffic from said one or more upstream links to said one or more downstream links, wherein the control unit is operable to activate said one of a plurality of phases based on said current differential traffic backlogs and a flow rate of traffic through each of the plurality of junctions; and

wherein for each phase, the control unit is operable to determine a parameter based on a sum of the multiplication of the current differential traffic backlog with the flow rate of traffic for each unique combination of one upstream link and one downstream link of the plurality of links connected to each of the plurality of junction.

16. A non-transitory computer readable medium having stored therein computer executable codes for instructing a computer processor to execute a distributed traffic signal control method for a directed network comprising a plurality of junctions, each of the plurality of junction having a plurality of links connected thereto, the links comprising one or more upstream links and one or more downstream links, the method comprising:

activating one of a plurality of phases of each of the plurality of junctions for a predetermined time period which maximizes the directed network throughput based on current differential traffic backlogs between said one or more upstream links and said one or more downstream links connected to each of the plurality of junctions, each phase providing a unique combination of traffic signals at each of the plurality of junctions for guiding traffic from said one or more upstream links to said one or more downstream links, wherein said activating one of a plurality of phases is based on said current differential traffic backlogs and a flow rate of traffic through each of the plurality of junctions; and

determining, for each phase, a parameter based on a sum of the multiplication of the current differential traffic backlog with the flow rate of traffic for each unique combination of one upstream link and one downstream link of the plurality of links connected to each of the plurality of junctions.