CN106128125A - A kind of speed bootstrap technique preferentially sensing control crossing for main road - Google Patents

A kind of speed bootstrap technique preferentially sensing control crossing for main road Download PDF

Info

Publication number
CN106128125A
CN106128125A CN201610617427.5A CN201610617427A CN106128125A CN 106128125 A CN106128125 A CN 106128125A CN 201610617427 A CN201610617427 A CN 201610617427A CN 106128125 A CN106128125 A CN 106128125A
Authority
CN
China
Prior art keywords
speed
crossing
guides
trackside
led screen
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201610617427.5A
Other languages
Chinese (zh)
Other versions
CN106128125B (en
Inventor
张鹏
张瑞
常玉林
韩烁
郑献予
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu University
Original Assignee
Jiangsu University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu University filed Critical Jiangsu University
Priority to CN201610617427.5A priority Critical patent/CN106128125B/en
Publication of CN106128125A publication Critical patent/CN106128125A/en
Application granted granted Critical
Publication of CN106128125B publication Critical patent/CN106128125B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G08SIGNALLING
    • G08GTRAFFIC CONTROL SYSTEMS
    • G08G1/00Traffic control systems for road vehicles
    • G08G1/07Controlling traffic signals
    • GPHYSICS
    • G08SIGNALLING
    • G08GTRAFFIC CONTROL SYSTEMS
    • G08G1/00Traffic control systems for road vehicles
    • G08G1/09Arrangements for giving variable traffic instructions

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Traffic Control Systems (AREA)
  • Road Signs Or Road Markings (AREA)

Abstract

The invention discloses a kind of speed bootstrap technique preferentially sensing for main road and controlling crossing, belong to intelligent transportation field, the present invention includes step: gathers and realizes preferentially sensing the basic parameter needed for controlling the speed bootstrap technique of crossing for main road;Sensing is set and controls the infrastructure of crossing;Formulate speed boot policy, including canned paragraph speed boot policy and sensing section speed boot policy;Finally, speed boot policy exports trackside speed guide in LED screen for driver's reference.The present invention combines main road and preferentially senses the inherent characteristics controlling crossing, the not parking traveling demand by crossing of vehicle and the demand for security travelled in crossing are considered, formulate and preferentially sensed the speed boot policy controlling crossing for main road, substantially increase the vehicle traffic efficiency in crossing, having ensured the safety that vehicle travels in crossing, the speed guiding controlling crossing for sensing provides effective solution simultaneously.

Description

A kind of speed bootstrap technique preferentially sensing control crossing for main road
Technical field
The invention belongs to intelligent transportation field, be specifically related to a kind of speed preferentially sensing control crossing for main road and draw Guiding method.
Background technology
In existing traffic signal control system, owing to vehicle can not carry out the mutual of information with traffic signaling equipment, drive The person of sailing is difficult to predict that the signal condition of downstream intersection causes following two situation: 1. travels with current vehicle speed and arrives downstream friendship Prong green light does not has started, runs into red light;2. with current vehicle speed travel arrive downstream intersection green light be over, run into red Lamp.Both of which can cause the parking that vehicle is unnecessary, thus causes more oil consumption, exhaust emissions, and reduces The traffic efficiency of crossing.
For problem above, domestic and international research worker proposes some crossing speed bootstrap techniques, achieves certain Effect, but still have some shortcomings: on the one hand, the signal control method controlled due to timing controlled and sensing is more stable, China Still there is a large amount of urban intersection to use both signal control methods, but existing speed bootstrap technique is both for timing signal The crossing controlled, the speed bootstrap technique sensing control crossing for the most a large amount of domestic existence is not also studied;The opposing party Face, the motor vehicles speed limit in section and the speed limit entering crossing are different, and existing research does not accounts for motor vehicles by intersecting The safety issue of mouth, is likely to result in vehicle by speed too fast initiation traffic accidents during crossing.
Summary of the invention
For the deficiencies in the prior art, the present invention proposes a kind of speed preferentially sensing control crossing for main road and draws Guiding method, makes vehicle can avoid controlling, in sensing, the parking that crossing is unnecessary by acceleration, deceleration mode, and with accident-free vehicle Speed, by crossing, substantially increases the vehicle traffic efficiency in crossing, has also ensured what vehicle travelled in crossing simultaneously Safety.
The technical scheme is that
A kind of speed bootstrap technique preferentially sensing control crossing for main road, comprises the following steps:
S1, gathers and realizes preferentially sensing the basic parameter needed for controlling the speed bootstrap technique of crossing, bag for main road Include section speed limit parameter, crossing speed limit parameter and upstream sensing and control the signal timing dial parameter of crossing;
S1.1, obtains section speed limit parameter and crossing speed limit parameter according to actual traffic investigation, specifically includes section, friendship Minimum speed limit v of prongmin, section Maximum speed limit vsmaxWith crossing Maximum speed limit vimax
S1.2, is connected the controller of traffic signaling equipment with computer, is directly downloaded by traffic control test software The signal timing dial parameter of trip sensing control signal crossing, including main road red light duration R, main road the shortest long green light time Gmin, unit Continuity green time G0With main road maximum green perild Gmax
S2, arranges sensing and controls the infrastructure of crossing, guide graticule and the trackside of correspondence thereof including Article 1 speed Speed guides LED screen A, Article 2 speed to guide the trackside speed of graticule and correspondence thereof to guide LED screen B and time headway detection Coil;Wherein, time headway detection coil front position guides graticule concordant with Article 1 speed;Article 1, speed guides mark Line, Article 2 speed guide graticule distance downstream intersection 'STOP' line ahead to be respectively L1、L2
S3, formulates and preferentially senses the speed boot policy controlling crossing for main road, guide plan including canned paragraph speed Omit and sensing section speed boot policy;
S3.1, by the section collected in S1, minimum speed limit v in crossingmin, section Maximum speed limit vsmax, crossing is the highest Speed limit vimax, main road red light duration R, main road the shortest long green light time Gmin, unit continuity green time G0During green light the longest with main road Between GmaxAnd the Article 1 speed obtained in S2 guides graticule, Article 2 speed to guide graticule distance downstream intersection stop line Distance L1、L2It is manually entered in programmable logic controller (PLC) PLC so that it is determined that canned paragraph speed boot section by Artificial Between [ts, tf] value;
S3.2, starts to guide system clock starting point for speed with cycle main road red light, guides system according to current vehicle speed Clock t, it is judged that the speed that trackside speed guides LED screen A and trackside speed to guide LED screen B to provide is advised:
S4, exports speed boot policy trackside speed and guides in LED screen for driver's reference;
LED screen A and trackside speed is guided to guide the programmable logic controller (PLC) PLC and trackside speed that have downloaded program LED screen B connects, and guides LED screen A and trackside speed to guide LED screen B output speed to guide suggestion and with literary composition to trackside speed in real time Font formula shows in trackside speed guiding LED screen.
Further, in described S2, Article 2 speed guides graticule distance downstream intersection 'STOP' line ahead L2Computing formula ForWherein a1Deceleration for car braking.
Further, in described S3.1, canned paragraph speed guides interval initial time
Further, in described S3.1, canned paragraph speed guides the interval end time
Wherein a2Acceleration for vehicle.
Further, described S3.2 guides system clock t according to current vehicle speed, it is judged that trackside speed guides LED screen A and trackside What the speed that speed guides LED screen B to provide was advised concretely comprises the following steps:
S3.2.1, as t ∈ [0, ts) time, trackside speed guides the speed that LED screen A and trackside speed guide LED screen B to provide Suggestion is " asking normal vehicle operation ";
S3.2.2, as t ∈ [ts, tf) time, canned paragraph speed guides suggestion to start, and trackside speed guides LED screen B to provide Safe speed suggestion is for " front will enter crossing, please with speed vminSafety traffic ", trackside speed guides LED screen A to provide The method of speed suggestion is: by time interval [ts, tf] be divided intoEqual portions, the most each equal portions time a length ofAs t ∈ [ts+(i-1)*ta, ts+i*ta) time, the speed suggestion that trackside speed guides LED screen A to provide is vmin+ (i-1) * 5km/h, i value 1,2,3 ... a;
S3.2.3, as t ∈ [tf, tf+Gmax-Gmin], canned paragraph speed guides suggestion to terminate, and sensing section speed guides suggestion Starting, time headway detection coil record first car is by moment t during time headway detection coilb, and be transferred to compile Journey logic controller PLC, if meeting tb-tf≤2G0, then speed guides suggestion to continue, as t ∈ [tf, tb] time, trackside speed guides LED screen A continues suggestion vehicle with vsmaxContinuing to travel, the safe speed that trackside speed guides LED screen B to provide advises that " front is i.e. Crossing will be entered, please with speed vminSafety traffic ", turn S3.2.4;Otherwise speed guides suggestion to terminate, and trackside speed guides The suggestion that LED screen A and trackside speed guide LED screen B to provide is " asking normal vehicle operation ";
S3.2.4, as t ∈ (tb, tf+Gmax-Gmin], time headway detection coil obtains rear car and arrives Article 1 car with front truck Speed guides the time headway h of graticule, and is transferred to programmable logic controller (PLC) PLC, if meeting h < G0, then speed guides suggestion Continuing, trackside speed guides LED screen A to continue suggestion vehicle with vsmaxContinuing to travel, trackside speed guides the peace that LED screen B provides " front will enter crossing, please with speed v in full speed suggestionminSafety traffic ", turn S3.2.5;Otherwise speed guides suggestion Terminating, the suggestion that trackside speed guides LED screen A and trackside speed to guide LED screen B to provide is " asking normal vehicle operation ";
S3.2.5, as t > tf+Gmax-Gmin, until next cycle main road red light starts, sensing section speed guides suggestion knot Bundle, i.e. speed guide suggestion to terminate, and the suggestion that trackside speed guides LED screen A and trackside speed to guide LED screen B to provide is " please Normal vehicle operation ";When next cycle main road red light starts, turn S3.2.1.
The invention have the benefit that
1, the present invention combine main road preferentially sense control crossing inherent characteristics, formulated and preferentially sensed control for main road The speed boot policy of crossing processed, the speed guiding controlling crossing for sensing provides effective solution.
2, the speed that the two pieces of trackside speeds arranged in the present invention guide LED screen to show advises that having considered vehicle does not stops The car traveling demand by crossing and the demand for security in crossing traveling, substantially increase the vehicle current effect in crossing Rate, has also ensured the safety that vehicle travels in crossing simultaneously.
Accompanying drawing explanation
Fig. 1 is main road preferential induction control method flow chart;
Fig. 2 is induced signal fundamental diagram;
Fig. 3 is that the present invention is a kind of preferentially senses the speed bootstrap technique flow chart controlling crossing for main road;
Fig. 4 is that a kind of infrastructure preferentially sensing the speed bootstrap technique controlling crossing for main road of the present invention is arranged Figure;
Fig. 5 is a kind of schematic diagram preferentially sensing the speed bootstrap technique controlling crossing for main road of the present invention;
Fig. 6 is that canned paragraph speed guides initial time tsDetermine method figure;
Fig. 7 is that canned paragraph speed guides end time tfDetermine method figure.
Detailed description of the invention
Below in conjunction with the accompanying drawings and instantiation the present invention will be further described, but protection scope of the present invention is not limited to This.
Main road preferentially senses control and refers to bury underground induction coil on the main road import track of crossing, and main road wagon flow is passed through By induction coil, whether power and green time detect that vehicle arrival determines, a kind of traffic signal that secondary road green time is fixing Control method, is mainly used in main road traffic flow big, the crossing that secondary road traffic flow is little.As it is shown in figure 1, concrete control Flow process is:
(1) main road green light is open, as in figure 2 it is shown, when main road green light arrives minimum green time GminTime, preset a list Position green light duration G0If detection coil is at G0Period detection has vehicle to arrive, then increase a unit green light duration G0 (G0Value it is ensured that vehicle can pass through crossing);If detection coil is at G0Period detection does not has vehicle to arrive, then terminate main road Green light, gives time road by right-of-way;
(2) at this unit green light duration G0In, if main road does not has vehicle to arrive, then at G0After end, terminate main road Green light, gives time road by right-of-way;
(3) if at each unit green light duration G0In, all there is vehicle to arrive, then repeat to increase G0, when increasing certain Secondary G0After, main road green time is more than the maximum green time G arrangedmax, then cancel this duration, treat former duration After end, right-of-way is given time road;
(4) if at certain unit green light duration G0In, do not have vehicle to arrive, then treat G0After end, terminate main road Green light, gives time road by right-of-way;
(5), after secondary road green light terminates, turn (1).
The speed bootstrap technique controlling crossing is preferentially sensed for main road, including step as it is shown on figure 3, a kind of:
S1, gathers and realizes preferentially sensing the basic parameter needed for controlling the speed bootstrap technique of crossing, bag for main road Include section speed limit parameter, crossing speed limit parameter and upstream sensing and control the signal timing dial parameter of crossing;
S1.1, obtains section speed limit parameter and crossing speed limit parameter according to actual traffic investigation, specifically includes section, friendship Minimum speed limit v of prongmin(consider that the minimum speed limit in section and the crossing minimum speed difference opposite sex are less, therefore be set to same value), Section Maximum speed limit vsmaxWith crossing Maximum speed limit vimax, wherein: section Maximum speed limit vsmaxSelect this section history speed 85% speed, minimum speed limit v in section and crossingminSelect 15% speed of this section history speed, the highest limit in crossing Speed takes 30km/h;
S1.2, is connected the controller of traffic signaling equipment with computer by RS232 connection, is tested by traffic control Software directly downloads the signal timing dial parameter of sensing control signal crossing, upstream, the shortest green including main road red light duration R, main road Lamp duration Gmin, unit continuity green time G0With main road maximum green perild Gmax
S2, as shown in Figure 4, arrange sensing control crossing infrastructure, including Article 1 speed guide graticule and Corresponding trackside speed guides LED screen A, Article 2 speed to guide the trackside speed of graticule and correspondence thereof to guide LED screen B and car Away from detection coil during head;Wherein, time headway detection coil front position guides graticule concordant with Article 1 speed;Article 1, car Speed guides graticule, Article 2 speed to guide graticule distance downstream intersection 'STOP' line ahead to be respectively L1、L2;L1Size on road Value in the range of segment length, its value is 600~800m;Article 2 speed guides graticule distance downstream intersection 'STOP' line ahead L2 Computing formula beWherein a1For the deceleration of car braking, can be obtained by driving simulator experiment statistics Taking, its value is 1.5m/s2
S3, formulates and preferentially senses the speed boot policy controlling crossing for main road, and speed guides suggested strategies, is used for By vehicle, in section, not parking traveling demand by crossing and the demand for security travelled in crossing consider, according to working as Front speed guides system clock t to provide speed suggestion, and wherein, trackside speed guides LED screen A to be shown that avoiding vehicle unnecessary The speed suggestion stopped, trackside speed guides LED screen B to be shown that ensureing the accident-free vehicle run-up that vehicle deceleration enters crossing View;As it is shown in figure 5, speed boot policy includes canned paragraph speed boot policy and sensing section speed boot policy;Canned paragraph car Speed boot policy is for guiding in the speed of crossing " main road red light+the shortest green light of main road " period, it is possible in speed boot section Between provide vehicle corresponding speed suggestion;Sensing section speed boot policy is for the car in crossing " main road continuity green light " period Speed guides, it is possible to judge, according to the data that time headway detection Coil Detector arrives, the starting and ending bar that sensing section speed guides Part, provides the suggestion of vehicle corresponding speed simultaneously;
S3.1, by the section collected in S1, minimum speed limit v in crossingmin, section Maximum speed limit vsmax, crossing is the highest Speed limit vimax, main road red light duration R, main road the shortest long green light time Gmin, unit continuity green time G0During green light the longest with main road Between GmaxAnd the Article 1 speed obtained in S2 guides graticule, Article 2 speed to guide graticule distance downstream intersection stop line Distance L1、L2It is manually entered in programmable logic controller (PLC) PLC so that it is determined that canned paragraph speed boot section by Artificial Between [ts, tf] value, guide interval initial time tsIt is to make " to travel with current vehicle speed and arrive downstream intersection green light Do not have started, run into red light " vehicle, accept speed guide suggestion avoid the parking unnecessary in crossing;Guide interval End time tfIt is the vehicle in order to make " travelling arrival downstream intersection green light with current vehicle speed to be over, run into red light ", Accepting speed guides suggestion to avoid the parking unnecessary in crossing;
As shown in Figure 6, canned paragraph speed guides interval initial time tsCalculating process be:
Consider that the canned paragraph speed of current vehicle speed guides initial time tsc:
t s c = R - t 1 , R - t 2 , R = R - | v c - v min a 1 | - X 2 , R v min = R - | v c - v min a 1 | - L 1 - X 1 , R v min = R - | v c - v min a 1 | - L 1 - | v c 2 - v min 2 2 a 1 | v min - - - ( 1 )
Wherein: t1,RDecelerate to the time of suggestion speed, t from current vehicle speed for vehicle2,RFor vehicle with suggestion speed at the uniform velocity Drive to the time of downstream intersection stop line, vcThe current vehicle speed at " Article 1 speed guides graticule " place is arrived for vehicle, X1,R、X2,RIt is respectively vehicle to accept after guide car run-up view in section Reduced Speed Now, the distance that at the uniform velocity travels;
For ensureing tscMoment accept speed guide suggestion vehicle can be not parking by crossing, v can be madec= vsmax, then
t s = R - | v s max - v min a 1 | - L 1 - | v s max 2 - v min 2 2 a 1 | v min - - - ( 2 )
As it is shown in fig. 7, canned paragraph speed guides interval end time tfCalculating process be:
Consider that the canned paragraph speed of current vehicle speed guides end time tfc:
t 2 , G = X 2 , G v s max = L 1 - L 2 - X 1 , G v s max = L 1 - L 2 - | v s m a x 2 - v c 2 2 a 2 | v s m a x - - - ( 5 )
t 3 , G = v s m a x - v i m a x a 1 - - - ( 6 )
By (3) (4) (5) (6), can obtain
t f c = R + G min - v s m a x - v c a 2 - L 1 - L 2 - | v s m a x 2 - v c 2 2 a 2 | v s m a x - v s m a x - v i m a x a 1 - - - ( 7 )
Wherein: t1,GAccelerate to the time of suggestion speed from current vehicle speed for vehicle;t2,GFor vehicle with suggestion speed at the uniform velocity Drive to the time of " Article 2 speed guides graticule ";t3,GIt is decelerated to downstream for vehicle from " Article 2 speed guides graticule " hand over The time of prong stop line;a2For the acceleration of vehicle, can be obtained by driving simulator experiment statistics, its value is 1.5m/s2; X1,G、X2,GIt is respectively the distance given it the gun, at the uniform velocity travel after vehicle accepts guide car run-up view;
For ensureing tfcMoment accept speed guide suggestion vehicle can be not parking by crossing, v can be madec=vmin, Then
t f = R + G min - v s m a x - v min a 2 - L 1 - L 2 - | v s m a x 2 - v min 2 2 a 2 | v s m a x - v s m a x - v i m a x a 1 - - - ( 7 )
S3.2, starts to guide system clock starting point for speed with cycle main road red light, guides system according to current vehicle speed Clock t, it is judged that the speed that trackside speed guides LED screen A and trackside speed to guide LED screen B to provide is advised:
S3.2.1, as t ∈ [0, ts) time, trackside speed guides the speed that LED screen A and trackside speed guide LED screen B to provide Suggestion is " asking normal vehicle operation ";
S3.2.2, as t ∈ [ts, tf) time, canned paragraph speed guides suggestion to start, and trackside speed guides LED screen B to provide Safe speed suggestion is for " front will enter crossing, please with speed vminSafety traffic ", trackside speed guides LED screen A to provide The method of speed suggestion is: by time interval [ts, tf] be divided intoEqual portions, the most each equal portions time a length ofAs t ∈ [ts+(i-1)*ta, ts+i*ta) time, the speed suggestion that trackside speed guides LED screen A to provide is vmin+ (i-1) * 5km/h, i value 1,2,3 ... a;
S3.2.3, as t ∈ [tf, tf+Gmax-Gmin], canned paragraph speed guides suggestion to terminate, and sensing section speed guides suggestion Starting, time headway detection coil record first car is by moment t during time headway detection coilb, and led to by RS485 News line is by tbIt is transferred to programmable logic controller (PLC) PLC, if meeting tb-tf≤2G0, then speed guides suggestion to continue, as t ∈ [tf, tb] time, trackside speed guides LED screen A to continue suggestion vehicle with vsmaxContinuing to travel, trackside speed guides the peace that LED screen B provides " front will enter crossing, please with speed v in full speed suggestionminSafety traffic ", turn S3.2.4;Otherwise speed guides suggestion Terminating, the suggestion that trackside speed guides LED screen A and trackside speed to guide LED screen B to provide is " asking normal vehicle operation ";
S3.2.4, as t ∈ (tb, tf+Gmax-Gmin], time headway detection coil obtains rear car and arrives Article 1 car with front truck Speed guides the time headway h of graticule, and by RS485 connection, time headway h is transferred to programmable logic controller (PLC) PLC, If meeting h < G0, then speed guides suggestion to continue, and trackside speed guides LED screen A to continue suggestion vehicle with vsmaxContinue to travel, road The safe speed that side speed guides LED screen B to provide advises that " front will enter crossing, please with speed vminSafety traffic ", turn S3.2.5;Otherwise speed guides suggestion to terminate, and trackside speed guides the suggestion that LED screen A and trackside speed guide LED screen B to provide It is " asking normal vehicle operation ";
S3.2.5, as t > tf+Gmax-Gmin, until next cycle main road red light starts, sensing section speed guides suggestion knot Bundle, i.e. speed guide suggestion to terminate, and the suggestion that trackside speed guides LED screen A and trackside speed to guide LED screen B to provide is " please Normal vehicle operation ";When next cycle main road red light starts, turn S3.2.1.
S4, exports speed boot policy trackside speed and guides in LED screen for driver's reference;
LED screen A and trackside speed is guided to guide the programmable logic controller (PLC) PLC and trackside speed that have downloaded program LED screen B is connected by RS485 connection, and programmable logic controller (PLC) PLC passes through MODBUS agreement, with data register address is Medium, guides LED screen A and trackside speed to guide LED screen B output speed to guide suggestion and with written form to trackside speed in real time Show and guide in LED screen in trackside speed.
Above example is merely to illustrate design philosophy and the feature of the present invention, its object is to make the technology in this area Personnel will appreciate that present disclosure and implement according to this, and protection scope of the present invention is not limited to above-described embodiment.So, all depend on The equivalent variations made according to disclosed principle, mentality of designing or modification, all within protection scope of the present invention.

Claims (5)

1. the speed bootstrap technique preferentially sensing control crossing for main road, it is characterised in that comprise the following steps:
S1, gathers and realizes preferentially sensing the basic parameter needed for controlling the speed bootstrap technique of crossing, including road for main road Section speed limit parameter, crossing speed limit parameter and upstream sensing control the signal timing dial parameter of crossing;
S1.1, obtains section speed limit parameter and crossing speed limit parameter according to actual traffic investigation, specifically includes section, crossing Minimum speed limit vmin, section Maximum speed limit vsmaxWith crossing Maximum speed limit vimax
S1.2, is connected the controller of traffic signaling equipment with computer, directly downloads upstream by traffic control test software and feels Answer the signal timing dial parameter of control signal crossing, including main road red light duration R, main road the shortest long green light time Gmin, unit continuity Green time G0With main road maximum green perild Gmax
S2, arranges sensing and controls the infrastructure of crossing, guide graticule and the trackside speed of correspondence thereof including Article 1 speed LED screen A, Article 2 speed is guided to guide the trackside speed of graticule and correspondence thereof to guide LED screen B and time headway detection line Circle;Wherein, time headway detection coil front position guides graticule concordant with Article 1 speed;Article 1 speed guide graticule, Article 2 speed guides graticule distance downstream intersection 'STOP' line ahead to be respectively L1、L2
S3, formulates and preferentially senses the speed boot policy controlling crossing for main road, including canned paragraph speed boot policy and Sensing section speed boot policy;
S3.1, by the section collected in S1, minimum speed limit v in crossingmin, section Maximum speed limit vsmax, crossing Maximum speed limit vimax, main road red light duration R, main road the shortest long green light time Gmin, unit continuity green time G0With main road maximum green perild Gmax And the Article 1 speed obtained in S2 guides graticule, Article 2 speed to guide graticule distance downstream intersection 'STOP' line ahead L1、L2It is manually entered in programmable logic controller (PLC) PLC by Artificial so that it is determined that canned paragraph speed guides interval [ts, tf] value;
S3.2, starts to guide system clock starting point for speed with cycle main road red light, guides system clock according to current vehicle speed T, it is judged that the speed that trackside speed guides LED screen A and trackside speed to guide LED screen B to provide is advised:
S4, exports speed boot policy trackside speed and guides in LED screen for driver's reference;
LED screen A and trackside speed is guided to guide LED screen B the programmable logic controller (PLC) PLC and trackside speed that have downloaded program Connect, guide LED screen A and trackside speed to guide LED screen B output speed to guide suggestion and with written form to trackside speed in real time Show and guide in LED screen in trackside speed.
A kind of speed bootstrap technique preferentially sensing control crossing for main road the most according to claim 1, its feature Being, in described S2, Article 2 speed guides graticule distance downstream intersection 'STOP' line ahead L2Computing formula beWherein a1Deceleration for car braking.
A kind of speed bootstrap technique preferentially sensing control crossing for main road the most according to claim 1 and 2, it is special Levying and be, in described S3.1, canned paragraph speed guides interval initial time
A kind of speed bootstrap technique preferentially sensing control crossing for main road the most according to claim 1 and 2, its feature exists In, in described S3.1, canned paragraph speed guides the interval end time Wherein a2Acceleration for vehicle.
A kind of speed bootstrap technique preferentially sensing control crossing for main road the most according to claim 1, its feature Being, described S3.2 guides system clock t according to current vehicle speed, it is judged that trackside speed guides LED screen A and trackside speed to guide Concretely comprising the following steps of the speed suggestion that LED screen B provides:
S3.2.1, as t ∈ [0, ts) time, trackside speed guides the speed suggestion that LED screen A and trackside speed guide LED screen B to provide It is " asking normal vehicle operation ";
S3.2.2, as t ∈ [ts, tf] time, canned paragraph speed guides suggestion to start, and trackside speed guides the safety that LED screen B provides Speed suggestion is for " front will enter crossing, please with speed vminSafety traffic ", trackside speed guides LED screen A to provide speed The method of suggestion is: by time interval [ts, tf] be divided intoEqual portions, the most each equal portions time a length ofAs t ∈ [ts+(i-1)*ta, ts+i*ta) time trackside speed guide speed suggestion that LED screen A provides for vmin+(i- 1) * 5km/h, i value 1,2,3 ... a;
S3.2.3, as t ∈ [tf, tf+Gmax-Gmin], canned paragraph speed guides suggestion to terminate, and sensing section speed guides suggestion to start, Time headway detection coil record first car is by moment t during time headway detection coilb, and it is transferred to FPGA Controller PLC, if meeting tb-tf≤2G0, then speed guides suggestion to continue, as t ∈ [tf, tb] time trackside speed guide LED screen A Continue suggestion vehicle with vsmaxContinuing to travel, the safe speed that trackside speed guides LED screen B to provide advises that " front will enter Crossing, please with speed vminSafety traffic ", turn S3.2.4;Otherwise speed guides suggestion to terminate, and trackside speed guides LED screen A The suggestion guiding LED screen B to provide with trackside speed is " asking normal vehicle operation ";
S3.2.4, as t ∈ (tb, tf+Gmax-Gmin], time headway detection coil obtains rear car and draws with front truck arrival Article 1 speed The time headway h of beacon line, and it is transferred to programmable logic controller (PLC) PLC, if meeting h < G0, then speed guides suggestion to continue, Trackside speed guides LED screen A to continue suggestion vehicle with vsmaxContinuing to travel, trackside speed guides the safe speed that LED screen B provides " front will enter crossing, please with speed v in suggestionminSafety traffic ", turn S3.2.5;Otherwise speed guides suggestion to terminate, road The suggestion that side speed guides LED screen A and trackside speed to guide LED screen B to provide is " asking normal vehicle operation ";
S3.2.5, as t > tf+Gmax-Gmin, until next cycle main road red light starts, sensing section speed guides suggestion to terminate, i.e. Speed guides suggestion to terminate, and the suggestion that trackside speed guides LED screen A and trackside speed to guide LED screen B to provide is " asks vehicle Normal traveling ";When next cycle main road red light starts, turn S3.2.1.
CN201610617427.5A 2016-08-01 2016-08-01 A kind of speed bootstrap technique that control intersection is preferentially sensed for main road Expired - Fee Related CN106128125B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610617427.5A CN106128125B (en) 2016-08-01 2016-08-01 A kind of speed bootstrap technique that control intersection is preferentially sensed for main road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610617427.5A CN106128125B (en) 2016-08-01 2016-08-01 A kind of speed bootstrap technique that control intersection is preferentially sensed for main road

Publications (2)

Publication Number Publication Date
CN106128125A true CN106128125A (en) 2016-11-16
CN106128125B CN106128125B (en) 2018-06-26

Family

ID=57255201

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610617427.5A Expired - Fee Related CN106128125B (en) 2016-08-01 2016-08-01 A kind of speed bootstrap technique that control intersection is preferentially sensed for main road

Country Status (1)

Country Link
CN (1) CN106128125B (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107393316A (en) * 2017-08-14 2017-11-24 苏州荣宝升城市建设有限公司 Intelligent road auxiliary control method and system
CN108230704A (en) * 2018-01-05 2018-06-29 同济大学 The tramcar method for controlling priority of green wave is considered under a kind of independent right of way
CN109285363A (en) * 2018-11-28 2019-01-29 哈尔滨工业大学 Main signal control method for coordinating under non-unified cycle duration based on speed induction
CN109493593A (en) * 2018-10-15 2019-03-19 同济大学 A kind of public transport operation track optimizing method considering comfort level
CN111833620A (en) * 2020-06-17 2020-10-27 东南大学 Supersaturated traffic state trunk line one-way signal coordination design method and device
CN116740965A (en) * 2023-05-16 2023-09-12 山东科技大学 Vehicle safety guiding system and method for rural T-shaped signalless intersection

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012221048A (en) * 2011-04-05 2012-11-12 Sumitomo Electric Ind Ltd Traffic signal control system and traffic signal control device
CN103198686A (en) * 2013-03-26 2013-07-10 东南大学 Vehicle speed induction control method for reducing probability that vehicle breaks yellow light
CN104658290A (en) * 2013-11-19 2015-05-27 博世汽车部件(苏州)有限公司 Processing unit, system and method for suggesting crossroad driving
CN104680814A (en) * 2015-02-12 2015-06-03 华南理工大学 Safety driving control method through yellow light signal on intersection based on wireless technology
CN105719500A (en) * 2016-04-26 2016-06-29 北京交通大学 Time blocking road crossing vehicle speed guiding system and method based on vehicle-road synergism

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012221048A (en) * 2011-04-05 2012-11-12 Sumitomo Electric Ind Ltd Traffic signal control system and traffic signal control device
CN103198686A (en) * 2013-03-26 2013-07-10 东南大学 Vehicle speed induction control method for reducing probability that vehicle breaks yellow light
CN104658290A (en) * 2013-11-19 2015-05-27 博世汽车部件(苏州)有限公司 Processing unit, system and method for suggesting crossroad driving
CN104680814A (en) * 2015-02-12 2015-06-03 华南理工大学 Safety driving control method through yellow light signal on intersection based on wireless technology
CN105719500A (en) * 2016-04-26 2016-06-29 北京交通大学 Time blocking road crossing vehicle speed guiding system and method based on vehicle-road synergism

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107393316A (en) * 2017-08-14 2017-11-24 苏州荣宝升城市建设有限公司 Intelligent road auxiliary control method and system
CN108230704A (en) * 2018-01-05 2018-06-29 同济大学 The tramcar method for controlling priority of green wave is considered under a kind of independent right of way
CN108230704B (en) * 2018-01-05 2020-05-22 同济大学 Tramcar priority control method considering green waves under independent road right
CN109493593A (en) * 2018-10-15 2019-03-19 同济大学 A kind of public transport operation track optimizing method considering comfort level
CN109493593B (en) * 2018-10-15 2020-11-27 同济大学 Bus running track optimization method considering comfort level
CN109285363A (en) * 2018-11-28 2019-01-29 哈尔滨工业大学 Main signal control method for coordinating under non-unified cycle duration based on speed induction
CN111833620A (en) * 2020-06-17 2020-10-27 东南大学 Supersaturated traffic state trunk line one-way signal coordination design method and device
CN111833620B (en) * 2020-06-17 2021-06-25 东南大学 Supersaturated traffic state trunk line one-way signal coordination design method and device
CN116740965A (en) * 2023-05-16 2023-09-12 山东科技大学 Vehicle safety guiding system and method for rural T-shaped signalless intersection
CN116740965B (en) * 2023-05-16 2024-04-02 山东科技大学 Vehicle safety guiding system and method for rural T-shaped signalless intersection

Also Published As

Publication number Publication date
CN106128125B (en) 2018-06-26

Similar Documents

Publication Publication Date Title
CN106128125A (en) A kind of speed bootstrap technique preferentially sensing control crossing for main road
CN103514747A (en) Intelligent control method for traffic light at highway intersection
EP3509050B1 (en) Traffic light-based vehicle speed inducing method and system, and vehicle
CN105719500B (en) Time occlusion intersection speed based on bus or train route collaboration guides system and method
CN104680804B (en) A kind of straight right Shared Lane pre-signal control method in intersection
CN104282161B (en) The awkward district of a kind of signalized intersections based on real-time vehicle track control method
CN205943098U (en) A intelligent transportation inducible system that it is current that is used for crossing not stop
CN104183124B (en) Trunk road vehicle speed planning method based on single intersection traffic signal information
CN107085951A (en) A kind of straight left shared changeable driveway pre-signal control method in crossing inlet road
CN104678779B (en) Tramcar runs analogue system and method
CN108335508A (en) A kind of green wave speed abductive approach of traffic lights based on V2I and system
CN109903575A (en) A kind of into and out method of automatic Pilot special lane inlet and outlet ring road
CN108986471A (en) Intersection vehicles bootstrap technique under the conditions of mixed traffic
CN106251656B (en) Intersection control method based on tramcar active operation control system
CN103177590B (en) Road intersection brake warning light and control method thereof
CN104123851A (en) Fast passing assisting method and device for vehicles at intersection based on vehicle-road communication
CN105279977A (en) Stretched Intersection and Signal Warning System
CN110085025B (en) Multi-mode running speed optimization method for bus rapid transit
CN104103180A (en) Urban expressway on-ramp and main line collaborative signal control system and method
CN104192148B (en) A kind of major trunk roads speed planing method based on traffic signal information precognition
CN105160921A (en) Traffic light forecast system based on DSRC and GPS
CN103325262A (en) Method for improving intersection traffic capacity
CN104200656B (en) A kind of major trunk roads speed planing method based on traffic signal information
CN104299430B (en) Based on green ripple speed bootstrap technique outside the road that bus or train route is collaborative
CN107067766A (en) Put pre-signal control method in a kind of intersection bus left-hand rotation right side

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180626

Termination date: 20190801

CF01 Termination of patent right due to non-payment of annual fee