Responsive traffic light control system and method based on conservation of aggregate momentum

• US 4,370,718 A
• Filed: 04/16/1979
• Issued: 01/25/1983
• Est. Priority Date: 02/06/1979
• Status: Expired due to Term

• Current Assignee: Norman E. Chasek
• Original Assignee: Norman E. Chasek
• Inventors: Chasek, Norman E.
• Primary Examiner(s): Nusbaum, Mark E.
• Assistant Examiner(s): Chin, Gary
• Application Number:
  US06/030,345
• Time in Patent Office: 1,380 Days
• Field of Search: 364/436, 364/437, 364/438, 340/35-37, 340/38 R, 340/40, 340/41 R, 340/43, 340/45, 340/31 A, 340/31 R
• US Class Current: 701/117
• CPC Class Codes: G08G 1/08 according to detected number or speed of vehicles

Abstract

A system to improve traffic flow on all types of interconnected roadways, which reduces fuel consumption, emissions and trip times, is based on adaptive control of traffic signal timing. The parameters used to exercise this control are generated by sensing presence, duration, time, and velocity of vehicles passing a narrow road segment upstream from the signallized intersection and with intersections in proximity to each other, also downstream from that intersection. The information generated by each sensor is processed into three running aggregate quantities; aggregate momentum data, aggregate experienced congestion data and aggregate stopped vehicles data. A fourth quantity, triggered by tentative platoon identification, is based on velocity and density of a small sample of vehicles and speeds response time to an approaching platoon by pre-empting signal timing briefly. For intersections embedded in arterials and networks of roads, a fifth quantity is introduced by a pre-programmed clock, which acts to synchronize the timing offsets between adjacent intersections, to expedite traffic flow given the average traffic condition and other apriori information. The aggregate quantities are summed together in combinations determined by the traffic signal condition. The sums are compared with equivalent sums generated by processors associated with the intersecting roadway, generating a difference magnitude which in turn controls an adjustable rate clock, depending on existing signal conditions. A modification of this method for intersections of three or more roadways or for intersections including phased left-turn lanes is described.

Claims

1. A traffic control system for controlling vehicular traffic flow at an intersection of roadways with the objective of increasing the average vehicular velocity and reducing the average number of stops without compromising safety or introducing intolerably long delays for adversely affected vehicles comprising:

a multiplicity of sensors positioned for sensing aggregate vehicular momentum and congestion experienced for each of the vehicles passing through a predetermined zone on each such roadway upstream from the intersection,

processor means connected to the respective sensors for generating first and second sequences of pulses for each vehicle passing the sensed zone, in which each first sequence is representative of each vehicle'"'"'s momentum, or preferably, its velocity times its incremental length, and each said second sequence is representative of the congestion experienced by each sensed vehicle,

first summing means connected to said processor means for generating a first running sum of the pulses in the successive first sequences, said first running sum being representative of aggregate momentum of the sensed vehicles on the respective roadway, and for generating a second running sum of the pulses in the successive second sequences, said second running sum being representative of the aggregate congestion experiences by the sensed vehicles on the respective roadway,

further summing means connected to said first summing means and to said second summing means for generating a third running sum of said first and second running sums for a roadway having a "go" signal and for providing only the first running sum for a roadway having a "stop" signal,

means for sensing whether the traffic control light facing a respective roadway is "go" or "stop",

forecasting means under control of said go/stop sensing means, and connected to said processor means for forecasting when the sensed vehicles on a respective roadway will likely pass through the intersection and for forecasting when the sensed vehicles on the respective roadway will likely become stopped at the intersection, said forecasting means being connected with said further summing means for subtracting from said third running sum respective portions of said first and second running sums representative of the contribution to aggregate momentum and aggregate congestion of the respective forecasted vehicles for producing a corrected third running sum for each roadway,

comparison means for comparing the respective corrected third running sum for each roadway, and

light timer means connected and under the control of to said comparison means for lengthening the "go" signal relative to the "stop" signal for the respective roadway having the greater corrected third running sum applicable thereto and for speeding up said timer means if the signal is on "stop" or slowing or stopping said timer means if the signal is on "go".

2. A traffic control system as claimed in claim 1, in which one of the roadways has "go" signal priority, further including:

sensing means for sensing vehicles waiting at the intersection on each other roadway,

running summation means connected to said sensing means for producing a running sum representative of the number of vehicles waiting at the intersection on each other roadway during a "go" signal on the priority roadway,

multiplying means connected to said running summation means for multiplying said running sum by a constant that relates the fuel consumption and emissions of the waiting vehicles with that of an equivalent number of moving vehicles,

said running summation means being connected to said further summing means for said priority roadway for reducing the corrected third running sum for the priority roadway for preventing said timer means from causing too many stopped vehicles on each other roadway from waiting for too long a time for the signal to change from "stop" to "go" for them, and

a generator connected to said running summation means and controlled by said signal switching means for reducing said multiplied running sum at a rate that approximates the anticipated rate at which the stopped vehicles will clear through the intersection after the signal changes to "go" for them.

3. A traffic control system for controlling vehicular traffic flow at an intersection that is part of a larger arterial or network of intersections using the means claimed by claim 1, but further comprising:

a second processing means coupled to said processor means which generates data indicative of low traffic density from sensor derived information for the arterial roadway,

a clock means which generates time signals indicative of the cycle start time of a coordinated pre-programmed progressive synchronization pattern,

a timer control means coupled to said second processing means and said clock means which during coincidence of low traffic density and cycle start time, forces the correct signal condition for the cycle start time,

a third processing means which generates data derived from said sensors indicative of extended congestion both upstream and downstream from the intersection,

a fixed time duration, block synchronization mode holding means initiated by the third processing means,

a second clock means which generates time signals indicative of the cycle start time of the coordinated block synchronization pattern,

a second timer control means coupled to said light timer means which during the coincidence of a block synchronization period and the cycle start time indication of the block synchronization clock adjusts said light timer means to force the correct signal condition for each such cycle start time,

a sampling means for indicating traffic conditions at the end of the block synchronization hold period and when uncongested conditions are indicated for some period thereafter, the timing control reverts back to progressive sync.

4. The system as claimed in claim 1, but including a means to pre-empt control when a platoon of vehicles is approaching the intersection comprising;

a processor which identifies the first vehicle of a tentative platoon from a limited sampling of vehicles that includes both the velocity and density of that sample of vehicles,

a switch means, which is activated for a limited period after the identification of a tentative platoon, that pre-empts control of the timing means so that during the coincidence of tentative platoon identification (TPI) and a "stop" signal, the timer is sped up and during the coincidence of TPI and a "go" signal, the timer is slowed or stopped.

5. A traffic control system that takes into account energy consumption and emissions of moving and stopped vehicles comprising:

a velocity indicating sensor and a presence sensor that monitor a specified narrow segment of roadway for producing velocity data and presence time data for each vehicle passing said segment of roadway,

multiplication means connected to said sensors which multiplies the velocity data by the presence time data resulting in a vehicle length indication for each such vehicle,

first processing means connected to said multiplication means for generating aggregate momentum data which is comprised of the running sums of velocity data times said length indication for each such vehicle between the segment of roadway and an intersection,

second processing means connected to said multiplication means for generating aggregate congestion data which is comprised of running sums indicative of inverse velocity data for each vehicle times each vehicle'"'"'s length indication for each such vehicle present between the segment of roadway and the intersection,

third processing means connected to said multiplication means for generating aggregate stopped vehicles data which is comprised of the running sum of vehicle length indications for each vehicle which has passed said segment of roadway and is waiting at a stop signal, and

means for controlling traffic connected to said first, second and third processing means for controlling the traffic as a function of said aggregate momentum data, said inverse velocity data and said aggregate stopped vehicles data for minimizing energy consumption and emissions of moving and stopped vehicles.

6. A traffic control system as claimed in claim 5, in which:

said velocity indicating sensor and said presence sensor are comprised of a doppler radar velocity sensor and an infra red presence sensor, respectively, whose respective sensing beams are focused on the same segment of roadway.

7. A traffic control system, as claimed in claim 5 in which:

said velocity indicating sensor and said presence sensor are comprised of a doppler radar velocity sensor and an inductive loop detector presence sensor, respectively, located so that their sensed zones are coincident at the same segment of roadway.

8. A traffic control system for controlling vehicular traffic at the intersection of more than two multiple roadways or at an intersection with phased left turn intervals is comprised of;

a multiplicity of sensors located upstream from the intersection on each intersecting roadway or left turn lane,

a multiplicity of processors for converting the sensed data into aggregate momentum, aggregate congestion and aggregate stopped vehicle parameters,

a first summing means for adding said parameters together for the roadway or lane with a "go" signal condition,

a second summing means for adding stopped vehicle parameters for the roadways and lanes with a "stop" signal condition,

a first difference means for subtracting the second sum from the sum for that roadway with a "go" signal condition,

a timer means whose rate is controlled to be inversely related to the first difference, and

a logic means for skipping "go" phases for roadways and lanes whose first sum equals zero just prior to its anticipated switch from a "stop" to "go" condition.

9. A method for controlling the timing of "go" and "stop" traffic signals at an intersection of at least two roads comprising the steps of:

at an upstream zone sensing each approaching vehicle'"'"'s momentum and congestion factors, such congestion factors being representative of the congestion being experienced by each vehicle on each lane of each road,

producing for each lane a first pulse count representing the momentum factor of each vehicle on each respective lane between the sensed zone and the intersection during a "go" signal,

summing the first pulse counts for each lane for producing a first running summation for each lane indicative of aggregate momentum during a "go" signal,

producing for each lane a second pulse count representing the congestion factor of each vehicle on each respective lane between the sensed zone and the intersection during a "go" signal,

summing the second pulse counts for each lane for producing a second running summation indicative of aggregate congestion being experienced by each vehicle approaching the intersection on the respective lane during a "go" signal,

decreasing both the first and second summations for each lane by subtracting from the respective first and second running summations the respective first and second pulse counts for vehicles on the respective lane which have passed through the intersection during the "go" signal for producing a corrected first running summation and a corrected second running summation for the respective lane,

adding said corrected first running summation and said corrected second running summation for all of the lanes on a road during a "go" signal for that road for producing a first grand running summation for the road having a "go" signal, said first grand running summation being representative of the aggregate momentum and aggregate congestion of vehicular traffic on all of the lanes of said road having a "go" signal,

producing for each lane of the road having a "stop" signal (the other road) a third pulse count representing the aggregate momentum factor of each vehicle on each respective lane approaching the intersection during a "stop" signal,

summing the third pulse counts for each lane of said other road for producing a third running summation indicative of aggregate momentum for each lane during a "stop" signal only,

decreasing said third running summation for each such lane by subtracting from said third running summation the respective pulse counts for vehicles on the respective lane which have slowed down and stopped during a "stop" signal for producing a corrected third running summation,

adding said corrected third running summations for all of the lanes of said other road during a "stop" signal for that road for producing a second grand running summation for the road having a "stop" signal representative of the aggregate momentum of vehicular traffic on all of the lanes of the road having a "stop" signal,

continuously comparing said first grand summation with the second grand summation during said "go" and "stop" signals, and

lengthening the "go" signal relative to the "stop" signal for the respective road having the greater grand summation.

10. The method as claimed in claim 9, wherein the steps of producing said aggregate momentum first summation and said aggregate congestion second summation are comprised of:

storing the individual vehicle velocity and inverse velocity data bytes, for vehicles as the vehicles are sensed,

reading out this stored data in a commutating fashion, including the steps of clearing to zero and reading in new data, such that each new byte is stored for a time period equal to a single commutation cycle,

where during a "go" signal, the commutating rate approximates average vehicular velocities divided by the distance between said upstream zone and the intersection, and where each data storage element is cleared to zero as its commutating period is completed,

where during "stop" signals, the read out rate is speeded up and where each byte magnitude read out is divided by a number equal to the speed up factor,

where the shortened read out time interval equals the above "go" signal commutation time period divided by the speed-up factor and where the fractional magnitudes are continually subtracted from the remaining stored magnitude until the stored magnitude equals zero, which provides a linear forecast approximation of the vehicle'"'"'s slowing down and stopping at the intersection on a stop signal, and

where prior to the start of the next commutation cycle, after the forecasted velocity and inverse velocity sum goes to zero, that memory element is cleared and new data is read into it.

11. The method as claimed in claim 9, including the further step of adding a fourth pulse count to the third pulse count,

said fourth pulse count representing the number of vehicles stopped at a "stop" signal (queue) times an empirical constant that relates fuel consumption and emissions of stopped vehicles to that of moving vehicles, and

after the change from a "stop" signal to a "go" signal, gradually reducing said fourth count to zero at a rate reflecting the time needed to clear the previously stopped vehicles through the intersection.

12. The method for controlling the timing of traffic signals as claimed in claim 9 or 11, including the steps of:

sensing vehicle velocity and duration of the vehicle'"'"'s presence, as each vehicle passes over said upstream zone,

multiplying each vehicle'"'"'s sensed velocity and sensed presence duration for generating a factor indicative of each vehicle'"'"'s length, and

modifying said first and second pulse count by said factor indicative of the length of the respective vehicle to which said first and second count applies.

13. The method as claimed in claim 9 or 11 including the further step of:

sensing downstream congestion from the intersection for a non-isolated intersection, and

subtracting a running pulse count indicative of downstream aggregate congestion from the second running summation indicative of aggregate congestion being experienced upstream of the intersection for that road during a "go" signal for that road.

14. The method as claimed in claim 9 or 11, wherein said first pulse count representing the momemtum factor of each vehicle is produced by multiplying a term indicative of each vehicle'"'"'s velocity by a term indicative of each vehicle'"'"'s length.

15. The method as claimed in claim 9 or 11, wherein said second pulse count representing the congestion factor of each vehicle is produced as a function of the inverse velocity of the vehicle as it passes through said upstream sensing zone.

16. The method as claimed in claim 15, in which said second pulse count representing the congestion factor of each vehicle is produced as a function of a term indicative of the inverse velocity of the vehicle as it passes through said upstream sensing zone multiplied by a term indicative of the length of the respective vehicle.

17. The method for adapting the method as claimed in claim 9 or 11, for functioning in an arterial and network intersecting roadway system comprising the steps of:

sensing uncongested traffic conditions on the arterial roadway, and also

indicating the cycle start time of a pre-programmed progressively synchronized signal light timing pattern for this system, then

forcing the signal condition required at the start of such cycle to occur when the two conditions of uncongested traffic and cycle start time are coincident, and concurrently

sensing a continuing traffic congestion condition occurring simultaneously downstream and upstream from the intersection, and also

indicating the start of a block synchronized cycle time coordinated with adjacent intersections, and when the congested traffic indication and the block synchronized cycle start time are coincident, pre-empting the control from said progressive synchronized timing pattern, thereby

initiating and holding a cycle start block synchronized pattern for some extended minimum time, regardless of momentary changes in traffic conditions, and during this minimum time forcing the required signal condition at the start of each block synchronized cycle and after the minimum block synchronized mode hold time has expired and if congested conditions persist, this mode is extended and if uncongested conditions exist, control reverts to the pre-programmed progressive synchronized pattern.

18. The method as claimed in claim 9 or 11, wherein the traffic at said intersection involves left turn sequences including the further steps of:

generating a first running sum for the roadway or lane with a "go" signal as a function of that roadway'"'"'s or lane '"'"'s aggregate momentum and aggregate congestion,

subtracting from said first running sum a second running sum generated as a function of the fractionally weighted running sums of aggregate momentum plus the number of stopped vehicles, for each of the roadways or lanes that have a "stop" signal, and using the difference between the "go" roadway'"'"'s or lane'"'"'s running sum and all the "stop" roadway'"'"'s or lane '"'"'s fractionally weighted running sums for inversely controlling the "stop" and "go" timing rate, which in turn controls the duration for that roadway'"'"'s "go" signal.

19. The method as claimed in claim 18, including the further step of:

skipping a "go" signal for a particular road when there is no traffic on said particular road

20. The method as claimed in claim 9 or 11, including the further steps of:

predetermining that a particular road at said intersection is a "priority" road, and

biasing said continuous comparing in favor of said priority road for assuring that said priority road will receive a "go" signal for a predetermined minimum duration exceeding the usual duration in case of zero traffic approaching said intersection on all roads and also in case of equal traffic conditions on all roads approaching said intersection.

21. A method for controlling the timing of "go" and "stop" signals at an intersection of at least two roads, comprising the steps of:

measuring each vehicle'"'"'s presence-duration and its velocity as it passes over a narrow strip of roadway located upstream from the intersection,

estimating each vehicle'"'"'s momentum factor and experienced congestion factor from said presence-duration and velocity information,

then summing said factors to generate first and second running sums,

projecting forward both the velocity and time of arrival of each vehicle at the intersection from the sensed velocity for that vehicle and the traffic signal condition and the distance between said strip and the intersection,

cancelling those momentum and congestion factors from the respective running sums for vehicles that have passed into the intersection,

counting the number of vehicles stopped at the intersection during a "stop" signal condition, and then multiplying said count by a predetermined constant that establishes an equivalence between stopped and moving vehicles, as a function of the relative fuel consumption and emissions for running vehicles and for stopped vehicles with idling engines for producing the stopped vehicle factors,

summing aggregate momentum and congestion factors for that roadway with a "go" signal condition for creating one grand running sum,

summing together aggregate momentum and stopped vehicle factors for that roadway with a "stop" signal condition for creating a second grand running sum, and

comparing said first and second grand running sums in order to create a running difference for controlling the length of the "go" signal duration relative to the "stop" signal duration for causing the roadway with the larger grand running sum to receive the longer "go" signal duration.

22. The method of controlling the timing of "go" and "stop" signals at an intersection, as claimed in claim 21, including the further step of:

causing said stopped vehicle count to decrease toward zero upon a change in signal from "stop" to "go" by a running subtraction accounting for the passage of each previously stopped vehicle into the intersection.

24. The method as claimed in claim 21 or 22, including the further steps of:

determining the density on a roadway approaching the intersection of a relatively few vehicles,

making tentative platoon identification based upon the sensed velocities of said few vehicles and their density, and

upon tentative identification of a platoon modifying the traffic signal timing by lengthening the duration of the "go" signal facing said roadway or by shortening the duration of the "stop" signal facing said roadway.

25. The method as claimed in claims 21 or 22, including the following further steps for adapting said method to the case of interconnecting roadways that form arterials and networks:

predetermining the preferred directions of traffic flow for the various times of the day and predetermining the distances between the respective intersections along the roadways in the respective preferred directions,

predetermining a limit value of the congestion factor on the roadway in the respective preferred direction below which the traffic shall be considered as "free flowing",

when the traffic is "free flowing" controlling the traffic signals at the respective intersections along a roadway in the preferred direction for providing synchronized progressive offsets of the "go" signals along that roadway favoring the predetermined direction of traffic flow for that time of day, and

when the congestion factor exceeds said predetermined limit both upstream and downstream from a given intersection providing a modified synchronization pattern and continuing said pattern for a predetermined period.

26. The method as claimed in claim 21 or 22, including the following further steps of adapting said method to intersections of three or more roadways and to intersections with phased left turns,

eliminating said step of comparing said first and second grand running sums,

generating a running ratio whose numerator is the grand running sum for that roadway having the "go" signal condition and whose denominator is the total of all of the grand running sums for all of the other roadways at said intersection (the other roadways being those other than the roadway having the "go" signal condition),

said denominator being multiplied by a constant approximately equal to the reciprocal of the total number of said other roadways represented in the denominator,

controlling the timing of the traffic signal at the intersection for producing a "go" signal duration for that roadway which is inversely proportional to said ratio, and

skipping a "go" signal for that roadway whenever the grand running sum applicable to that roadway is zero.

23. The method for controlling the timing of "go" and "stop" signals at an intersection, as claimed in claim 43 or 44, for the case of multiple intersections in proximity to each other, comprising the further steps of:

sensing each vehicle'"'"'s velocity as it passes over a narrow strip of a roadway downstream from the first intersection proceeding toward a second intersection downstream from the first intersection and in proximity to the first intersection,

estimating each vehicle'"'"'s downstream experienced congestion factor on said roadway from said sensed velocity,

summing said downstream experienced congestion factors for the vehicles on said roadway to generate a third running sum, and

subtracting said third running sum from said first grand running sum for said roadway.

27. A traffic signal adaptive timing control system comprising:

sensors positioned at least 100 feet upstream from an intersection for sensing the velocity and presence duration time of vehicles passing over a narrow segment of roadway near the respective sensor,

a traffic signal means at said intersection for controlling the traffic at said intersection,

processing means located near the intersection for multiplying the sensed velocity and sensed presence duration time of each vehicle for generating data indicative of the length of each vehicle and for multiplying said vehicle length data times the sensed velocity for each vehicle for generating data indicative of the momentum of each vehicle and for summing said momentum data for the sensed vehicles on each roadway for generating aggregate momentum data for the vehicles approaching the intersection on each respective roadway, and for generating inverse velocity factor data for each vehicle and for multiplying said inverse velocity factor data times said vehicle length data for each vehicle for generating data indicative of the congestion being experienced by each vehicle and for summing said congestion data for the sensed vehicles on each roadway for generating aggregate experienced congestion data for the vehicles approaching the intersection on each respective roadway, and for multiplying the number of vehicles forecasted to have been stopped on a respective roadway during a "stop" signal times an empirical constant representative of fuel consumption and pollution caused by a stopped vehicle relative to a moving vehicle for generating aggregate stopped vehicle data for each respective roadway near the intersection during a "stop" signal and then for progressively reducing said aggregate stopped vehicle data for the respective roadway after the signal has changed to "go" for changing said aggregate stopped vehicle data to reflect previously stopped vehicles that have cleared through the intersection, and for determining the number of sensed vehicles on each respective roadway which have passed the segment of roadway during a current predetermined time interval for generating data indicative of a tentatively identified platoon approaching said intersection on the respective roadway,

transmission means connected with said sensors and associated with said processing means for forwarding sensed information from said sensors to said processing means,

a traffic signal timer for controlling said traffic signal means,

said processing means being connected to said timer, sum comparison means in said processing means for providing running sum comparisons of said aggregate data to determine the roadway having associated therewith a significantly larger running sum, said sum comparison means generating a control signal that stops said traffic signal timer to hold a "go" signal for said roadway having the larger running sum associated therewith, that speeds up said traffic signal timer when a roadway having a "stop" signal has the larger running sum associated therewith and that allows the timer to run at its normal rate when there is no significant difference in running sums, and said sum comparison means generating a second control signal which upon coincidence with tentative platoon identification data and a "go" signal stops said traffic signal timer for a predetermined time, and upon coincidence of tentative platoon identification data and a "stop" signal speeds up said traffic signal timer for a predetermined time.

28. A traffic signal adaptive timing system, as claimed in claim 27 and being arranged for intersections that are part of an arterial or network system, comprising:

means for generating a first set of clock signals that indicate the start of each cycle for a progressively synchronized timing pattern that ties that intersection'"'"'s timing to other intersections in the roadway system and where the preferred direction of travel can be switched depending on time of day,

means for generating a second set of clock signals that indicate the start of each cycle for a block synchronized timing pattern,

time averaging means connected to said sensors for establishing whether congested or uncongested traffic conditions exist on the roadway and during congested conditions said time averaging means generating a time latched first voltage for a fixed time, and during uncongested conditions generating a second voltage, and

logic means connected to said time averaging means and to said timer which establishes coincidence of the congested condition first voltage and the cycle-start-time indication-for-block-sync, for generating a third control voltage that adjusts the timer to produce the desired signal condition at the cycle start and during coincidence of the uncongested condition second voltage and cycle-start time-indication-for-progressive-sync, for generating a fourth voltage to speed up said timer to quickly bring on the cycle starting signal condition.