CN106600988B - A kind of Full Traffic-Actuated is comprehensive to row control method - Google Patents
A kind of Full Traffic-Actuated is comprehensive to row control method Download PDFInfo
- Publication number
- CN106600988B CN106600988B CN201710088112.0A CN201710088112A CN106600988B CN 106600988 B CN106600988 B CN 106600988B CN 201710088112 A CN201710088112 A CN 201710088112A CN 106600988 B CN106600988 B CN 106600988B
- Authority
- CN
- China
- Prior art keywords
- phase
- green light
- time
- green
- main
- 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.)
- Expired - Fee Related
Links
Classifications
-
- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/07—Controlling traffic signals
-
- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/09—Arrangements for giving variable traffic instructions
- G08G1/095—Traffic lights
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Traffic Control Systems (AREA)
Abstract
A kind of Full Traffic-Actuated is comprehensive to row control method, it is towards the decussation mouth that can not broaden entrance driveway and exit ramp, utilize 2 main signal phases, 4 pre-signal phases, 2 pedestrian phases carry out traffic circulation tissue, establish 2 kinds of alternative phase display orders, summarize 6 green time distribution principles, in the main signal stop line upstream in each import direction, proximal end detector and remote sensor are laid for every lane, acquisition time headway data in real time, according to the green time of the judgement results management pre-signal phase of 5 traffic events, according to the green time of the judgement results management main signal phase of 5 traffic events.This method can help the instruction of driver's correct understanding traffic control device, make full use of the comprehensive passage space resource to row area, timely respond to the dynamic change of autos only demand, be conducive to eliminate hidden peril of accident, improve intersection efficiency.
Description
Technical field
The invention belongs to technical field of control over intelligent traffic, and it is comprehensive to row control method to be related to a kind of Full Traffic-Actuated.
Background technique
Inside signalized crossing, the left-hand rotation motor vehicle and other road users in any import direction are formed largely
Traffic conflict point.For the left-hand rotation automobile traffic amount of high load capacity in coping with, the import to signalized crossing is usually required that
Road and exit ramp do broadening processing, and upstream section and entrance driveway, entrance driveway and exit ramp are realized in the dedicated import lane of setting left-hand rotation
The matching of transport services ability, the phase display order to be turned left using protection safely manages traffic conflict, and efficiently service is logical
Row demand.
The land for roads of completed region of the city is nervous, and some signalized crossings can not broaden entrance driveway and exit ramp, be
The traffic congestion phenomenon for alleviating the automobile traffic demand peak period, the way for often taking limiting vehicle to turn left, forces
Left-hand rotation motor vehicle carries out long range detour, not only causes inconvenience to driver, it is also possible to induce the space-time for leading to traffic congestion
Transfer effect.
In recent years, the appearance to row control method is integrated, provides one not have the decussation mouth of broadening condition
The new approaches of high load capacity left-hand rotation automobile traffic amount in kind reply.
The synthesis of investment practical application has the characteristics that 5 typical technologies to row control intersection at present:
(1) it is applied in each import direction and draws two groups of motor vehicle stop lines, be known as pre-signal stop line far from intersection, lean on
Inbreeding prong is known as main signal stop line, and the region between them forms comprehensive to row area；
(2) lane function division of normalization is carried out in the certain distance of pre-signal stop line upstream, setting is turned left dedicated
Lane, straight trip dedicated Lanes, the straight right side share lane etc.；
(3) lane function division to carry out mobilism in row area is integrated, so that all lanes can be turned left with time-shared service
Motor vehicle and straight trip and right turning vehicle；
(4) pre-signal lamp and main signal light, automobile traffic demand peak period, pre-signal are installed for each import direction
Lamp and main signal light are stopped by stop line or after stop line using fixed timing parameter, commander's motor vehicle so that it is comprehensive to
Savings, alternative passing left-hand rotation motor vehicle and straight trip and right turning vehicle when row is distinguished；
(5) automobile traffic demand off-peak period deactivates pre-signal lamp, the comprehensive lane to carry out normalization in row area
Function division implements convention traffic control using main signal light.
The synthesis of investment practical application faces 3 important technology problems to row control intersection at present:
(1) integrate to control to row and enable the period, driver is not easy the instruction of correct understanding traffic control device, if not by
The floor manager of people's police on duty is easy the driving behavior for occurring mistake regularly, destroys the association of pre-signal lamp and main signal light
Same working mechanism, there are certain hidden peril of accident；
(2) it integrates to control to row and enables the period, fixed signal timing can not effectively dissolve changeless synthesis to row area
Contradiction between length and the autos only demand of dynamic change, if by the floor manager of people's police on duty, not being easy frequent
Property occur passage space and time resource waste or deficiency phenomenon, reduce intersection efficiency；
(3) it integrates to control to row and enables the period, fixed signal timing can not be according to comprehensive to the traffic circulation shape in row area
Condition dynamic adjustment pre-signal lamp and the green light end time of downstream main signal light are poor, if not by the floor manager of people's police on duty,
It is easy to occur regularly comprehensive to empty that vehicle is not thorough or the phenomenon that vehicle empties overlong time, there are certain friendships to row area
Logical accident potential, reduces intersection efficiency.
Summary of the invention
Towards the decussation mouth that can not broaden entrance driveway and exit ramp, with simplified and specification traffic control device choosing
Become with mounting means, the dynamic for making full use of the comprehensive passage space resource to row area, timely responding to autos only demand
Basic object is turned to, proposes that a kind of Full Traffic-Actuated is comprehensive to row control method.
It is managed in terms of 5 from implementation condition, traffic control device, traffic circulation tissue, traffic data detection, green time
Describe technical solution of the present invention.
One, implementation condition
(1) synthesis in each import direction is not less than 50m to row section length；
(2) the import lane sum in each import direction is identical；
(3) the exit lane sum of each export direction is identical；
(4) the left-hand rotation motor vehicle conventional operation track in opposite import direction is non-intersecting.
Two, traffic control device
The comprehensive traffic control device selected to row control intersection of Full Traffic-Actuated include main signal light, pre-signal lamp, can
Become the road traffic marking of Information sign, auxiliary sign and routine.
It in the initial position of opposite exit ramp, is installed using cantilevered, provides 1 for every lane after main signal stop line
Group main signal light, it is red circular, Huang respectively from top to bottom that every group of main signal light is made of vertically disposed 5 graphic elements
Color circle, green circle, yellow arrows, green arrow.Graphic element is used according to the lane function after main signal stop line, it is left
It changes trains or buses using red circular, yellow arrows, green arrow, Through Lane, straight trip or left turn lane, straight trip or right-turn lane make
With red circular, yellow is round, green is round.
It at pre-signal stop line 5~10m of downstream, is installed using cantilevered, is every lane after pre-signal stop line
1 group of pre-signal lamp is provided, the pre-signal lamp of fast lane is made of vertically disposed 4 graphic elements, is respectively from top to bottom
Red arrow, blinking yellow illumination circle, yellow arrows, green arrow；The pre-signal lamp in other lanes is by vertically disposed 3 figures
Unit is constituted, and is red circular respectively from top to bottom, yellow/blinking yellow illumination is round, green is round.It enables comprehensive to row control
When, graphic element is used according to the lane function after pre-signal stop line, and left turn lane uses red arrow, yellow arrows, green
Color arrow, Through Lane, straight trip or right-turn lane are round, green round using red circular, yellow.Enable convention traffic control
When, all lanes only use blinking yellow illumination circle.
1st class changeable-message sign is installed at main signal stop line 1~5m of upstream, it is located above variable by 1 group
Symbol word marking and 1 group of underlying changeable driveway driving direction mark are constituted.The display content of variable characters mark includes comprehensive
It closes in row control enabling, in convention traffic control enabling.The display content of the changeable driveway driving direction mark of fast lane
Including the guiding arrow that turns left, straight trip guiding arrow, straight trip or the guiding arrow that turns left；The changeable driveway driving direction mark of kerb lane
The display content of will includes turn left guiding arrow, straight trip or guiding arrow of turning right；The changeable driveway driving direction mark of middle lane
The display content of will includes turn left guiding arrow, straight trip guiding arrow.
At pre-signal stop line 5~10m of downstream and at 40~50m of upstream, the 2nd class variable information mark is installed respectively
Will, the variable characters mark and 1 group of underlying changeable driveway driving direction mark that it is located above by 1 group are constituted.It is variable
The display content of symbol word marking includes synthesis in row control enabling, in convention traffic control enabling.The variable vehicle of fast lane
The display content of road driving direction mark includes turn left guiding arrow, straight trip or the guiding arrow that turns left；The variable vehicle of kerb lane
Road driving direction mark display straight trip or guiding arrow of turning right；The changeable driveway driving direction mark display straight trip of middle lane is led
To arrow.
The auxiliary sign of " no through traffic when red light is bright " is installed on pre-signal lamp stand.
After main signal stop line in 40m distance, applies and draw No striding lane line in the same direction.After pre-signal stop line
In 40m distance, applies and draw No striding lane line in the same direction.No striding lane in the same direction point from pre-signal stop line to downstream
Boundary line starting point applies to draw may span across lane line in the same direction.At autonomic signals stop line to pre-signal stop line upstream 40m, forbid
It applies and draws any guiding arrow.
Three, traffic circulation tissue
The comprehensive phase numbering to row control intersection of Full Traffic-Actuated is as follows:
Main signal phase K1, to control the motor vehicle after north and south import main signal stop line；
Main signal phase K2, to control the motor vehicle after thing import main signal stop line；
Pre-signal phase K11, to control the left-hand rotation motor vehicle after north and south import pre-signal stop line；
Pre-signal phase K12, to control the straight trip after north and south import pre-signal stop line and right turning vehicle；
Pre-signal phase K21, to control the left-hand rotation motor vehicle after thing import pre-signal stop line；
Pre-signal phase K22, to control the straight trip after thing import pre-signal stop line and right turning vehicle；
Pedestrian phases P1, to control the pedestrian of south and north flanks crossing；
Pedestrian phases P2, to control the pedestrian of east and west sides crossing.
Using above-mentioned phase, Full Traffic-Actuated is comprehensive can to use 2 kinds of phase display orders to row control intersection:
(1) north and south is turned left, and preposition, thing left-hand rotation is preposition；
(2) north and south is turned left, and preposition, thing straight trip is preposition.
Turn left phase display order that preposition, thing turns left preposition of north and south has following 8 kinds of basic prevailing states, state 1
It successively executes to state 8, move in circles:
State 1: phase K1, K11, K21 show green light；
State 2: phase K1, K21 shows green light；
State 3: phase K2, K21, K12 show green light；
State 4: phase K2, K12 shows green light；
State 5: phase K1, P2, K12, K22 show green light；
State 6: phase K1, P2, K22 show green light；
State 7: phase K2, P1, K22, K11 show green light；
State 8: phase K2, P1, K11 show green light.
Turn left phase display order that preposition, thing is kept straight on preposition of north and south has following 8 kinds of basic prevailing states, state 1
It successively executes to state 8, move in circles:
State 1: phase K1, K11, K22 show green light；
State 2: phase K1, K22 shows green light；
State 3: phase K2, P1, K22, K12 show green light；
State 4: phase K2, P1, K12 show green light；
State 5: phase K1, P2, K12, K21 show green light；
State 6: phase K1, P2, K21 show green light；
State 7: phase K2, K21, K11 show green light；
State 8: phase K2, K11 shows green light.
The comprehensive green time distribution to row control intersection of Full Traffic-Actuated follows following 6 principles:
In (1) 1 signal period, each main signal phase can show No. 2 green lights (1 service left-hand rotation motor vehicle, 1 time
Service straight trip and right turning vehicle), each pre-signal phase and pedestrian phases only show No. 1 green light；
(2) comprehensive to row area savings motor vehicle in order to maximally utilise, when the earliest green light of pre-signal phase opens bright
The red light for carving the main signal phase for being equal to the phase downstream opens the bright moment；
(3) if continuously driving into synthesis without vehicle to row area, the earliest green light finish time of pre-signal phase is equal to the phase
The red light finish time of the main signal phase in downstream；
(4) comprehensive to row area if there is vehicle continuously to drive into, the finish time of green light at the latest of pre-signal phase is equal to the phase
The maximum green time of the main signal phase in downstream subtracts the comprehensive time needed for emptying vehicle to row area；
(5) at the end of the green light of next green light main signal phase opens green light of the bright moment equal to current green light main signal phase
Carve the green light time interval for adding current green light main signal phase and next green light main signal phase；
(6) the minimum green time that the green time of pedestrian phases is kept straight on according to the service of concurrent master phase with right turning vehicle
And relevant green light time interval determines.
Four, traffic data detects
It is that " proximal end detector " is laid in every lane at main signal stop line upstream 40m.Each proximal end detector is from institute
In minimum green time finish time to the green light finish time of the main signal phase in import direction, time headway number is acquired in real time
According to.
It is that " remote sensor " is laid in every lane at pre-signal stop line 1~3m of downstream.Each remote sensor is certainly
The red light finish time of the main signal phase in place import direction to green light finish time acquires time headway data in real time.
Five, green time management
(1) pre-signal phase
Traffic events [the TE being had an impact for the green time management of current green light pre-signal phasepre(no.)] it wraps
It includes:
TEpre(1): the main signal phase in current green light pre-signal phase downstream is in red light finish time or is showing
Green light；
TEpre(2): the green time of the main signal phase in current green light pre-signal phase downstream reaches maximum green time
Subtract the comprehensive time headway threshold value that vehicle is emptied to row area of remote sensor confirmation；
TEpre(3): current green light pre-signal phase continuously drives into synthesis without vehicle to row area, i.e. the affiliated lane of the phase is pre-
The time headway of the remote sensor acquisition in signal stop line downstream is successively greater than such detector confirmation vehicle, and continuously passage needs
The time headway threshold value asked；
TEpre(4): the green time of the main signal phase in current green light pre-signal phase downstream reaches minimum green time；
TEpre(5): the main signal phase in current green light pre-signal phase downstream without vehicle continuously close to main signal stop line,
That is the time headway of most proximal end detectors acquisition in each import direction belonging to the phase is successively greater than such detection
Device confirm vehicle continuously pass through demand time headway threshold value.
When meeting following condition for the moment, current green light pre-signal phase cuts off green light, TE immediatelypre(no.)=1 it indicates
Traffic events TEpre(no.) occurred or occurred, TEpre(no.)=0 traffic events TE is indicatedpre(no.) not yet occur:
Condition 1:[TEpre(1)=1] & [TEpre(3)=1]；
Condition 2:[TEpre(1)=1] & [TEpre(4)=1] & [TEpre(5)=1]；
Condition 3:TEpre(2)=1.
(2) main signal phase
Traffic events [the TE being had an impact for the green time management of current green light main signal phasemain(no.)] it wraps
It includes:
TEmain(1): the green time of current green light main signal phase reaches minimum green time；
TEmain(2): the green time of current green light main signal phase reaches maximum green time；
TEmain(3): all pre-signal phases of current green light main signal phase upstream show amber light or red light；
TEmain(4): current green light main signal phase without vehicle continuously close to main signal stop line, i.e., belonging to the phase
It is continuous that the time headway of most proximal end detectors acquisition in each import direction is successively greater than such detector confirmation vehicle
The time headway threshold value of current demand；
TEmain(5): the synthesis in each import direction belonging to current green light main signal phase has emptied vehicle to row area,
That is it is true that the time headway of all remote sensors acquisition in each import direction belonging to the phase is simultaneously greater than such detector
Recognize to integrate and is simultaneously greater than such inspection to the time headway that row area empties the time headway threshold value of vehicle, all proximal end detectors acquire
Survey the comprehensive time headway threshold value that vehicle is emptied to row area of device confirmation.
When meeting following condition for the moment, current green light main signal phase cuts off green light, TE immediatelymain(no.)=1 it indicates
Traffic events TEmain(no.) occurred or occurred, TEmain(no.)=0 traffic events TE is indicatedmain(no.) it not yet sends out
It is raw:
Condition 1:[TEmain(1)=1] & [TEmain(3)=1] & [TEmain(4)=1] & [TEmain(5)=1]；
Condition 2:[TEmain(2)=1] & [TEmain(5)=1].
(3) pedestrian phases
If the green time of current green light pedestrian phases reaches according to concurrent master phase service straight trip and right turning vehicle
The green time that minimum green time and relevant green light time interval calculate, current green light pedestrian phases cut off green immediately
Lamp.
Detailed description of the invention
Fig. 1 is the comprehensive traffic control device figure to row control intersection of Full Traffic-Actuated.
Fig. 2 is the comprehensive phase bit number figure to row control intersection of Full Traffic-Actuated.
Fig. 3 is the comprehensive phase display order figure to row control intersection of Full Traffic-Actuated.
Specific embodiment
For being all decussation mouth made of the two road intersection in two-way 6 lane, it is comprehensive to introduce Full Traffic-Actuated
Embodiment to row control method.
The selection of traffic control device and mounting means, are shown in Fig. 1.1st class changeable-message sign has 2 kinds of display states,
2nd class changeable-message sign has 4 kinds of display states, and the phase display order implemented after being enabled according to convention traffic control is held
Row state 3a or state 3b.
Phase numbering, is shown in Fig. 2.K1 is the downstream master phase of K11, K12 and concurrent with P2, and K2 is under K21, K22
Swim master phase and concurrent with P1.
Two kinds of phase display orders, are shown in Fig. 3.Turn left the phase display order that preposition, thing turns left preposition for north and south, if
Phase K11 continuously drives into without vehicle and integrates to row area, can be with skip state 1；If phase K21 continuously drives into comprehensive wait go without vehicle
Area, can be with skip state 3；If phase K12 continuously drives into without vehicle and integrates to row area, can be with skip state 5；If phase K22 without
Vehicle, which continuously drives into, to be integrated to row area, can be with skip state 7.North and south preposition, thing preposition phase of keeping straight on of turning left is shown
Sequentially, it integrates if phase K11 continuously drives into without vehicle to row area, it can be with skip state 1；If phase K22 continuously drives into without vehicle
Synthesis, can be with skip state 3 to row area；If phase K12 continuously drives into without vehicle and integrates to row area, can be with skip state 5；If phase
Position K21 continuously drives into without vehicle and integrates to row area, can be with skip state 7.
Proximal end detector confirmation vehicle continuously pass through demand time headway threshold value take 3s.
Remote sensor confirmation vehicle continuously pass through demand time headway threshold value take 2s.
The comprehensive time headway threshold value for emptying vehicle to row area of proximal end detector confirmation takes 3s.
The comprehensive time headway threshold value for emptying vehicle to row area of remote sensor confirmation is equal to comprehensive to row section length and vehicle
The ratio of road restricted speed simultaneously rounds up.
Traffic events TEpre(5) most proximal end detectors in refer to 3 proximal end detectors in each import direction
In any 2.
Traffic events TEmain(4) most proximal end detectors in refer to 3 proximal end detectors in each import direction
In any 2.
Claims (1)
1. a kind of Full Traffic-Actuated is comprehensive to row control method, including implementation condition, traffic control device, traffic circulation tissue, friendship
Logical Data Detection, green time manage five aspects, it is characterised in that:
One, implementation condition
(1) synthesis in each import direction is not less than 50m to row section length；
(2) the import lane sum in each import direction is identical；
(3) the exit lane sum of each export direction is identical；
(4) the left-hand rotation motor vehicle conventional operation track in opposite import direction is non-intersecting；
Two, traffic control device
The comprehensive traffic control device selected to row control intersection of Full Traffic-Actuated includes main signal light, pre-signal lamp, variable letter
The road traffic marking of breath mark, auxiliary sign and routine；
It in the initial position of opposite exit ramp, is installed using cantilevered, provides 1 group of master for every lane after main signal stop line
Signal lamp, every group of main signal light are made of vertically disposed 5 graphic elements, are red circular, yellow circle respectively from top to bottom
Shape, green circle, yellow arrows, green arrow；Graphic element, left-hand rotation vehicle are used according to the lane function after main signal stop line
Road uses red circular, yellow arrows, green arrow, and Through Lane, straight trip or left turn lane, straight trip or right-turn lane use red
Color is round, yellow is round, green is round；
It at pre-signal stop line 5~10m of downstream, is installed using cantilevered, provides 1 for every lane after pre-signal stop line
Group pre-signal lamp, it is red arrow respectively from top to bottom that the pre-signal lamp of fast lane is made of vertically disposed 4 graphic elements
Head, blinking yellow illumination circle, yellow arrows, green arrow；The pre-signal lamp in other lanes is by vertically disposed 3 graphic element structures
At being red circular respectively from top to bottom, yellow/blinking yellow illumination is round, green is round；Synthesis is enabled when row control, according to
Lane function after pre-signal stop line uses graphic element, and left turn lane uses red arrow, yellow arrows, green arrow,
Through Lane, straight trip or right-turn lane are round, green round using red circular, yellow；When enabling convention traffic control, own
Lane only uses blinking yellow illumination circle；
1st class changeable-message sign, the variable characters that it is located above by 1 group are installed at main signal stop line 1~5m of upstream
Mark and 1 group of underlying changeable driveway driving direction mark are constituted；The display content of variable characters mark include it is comprehensive to
In row control enabling, in convention traffic control enabling；The display content of the changeable driveway driving direction mark of fast lane includes
Guiding of turning left arrow, straight trip guiding arrow, straight trip or the guiding arrow that turns left；The changeable driveway driving direction mark of kerb lane
Show that content includes turn left guiding arrow, straight trip or guiding arrow of turning right；The changeable driveway driving direction mark of middle lane
Show that content includes turn left guiding arrow, straight trip guiding arrow；
At pre-signal stop line 5~10m of downstream and at 40~50m of upstream, the 2nd class changeable-message sign is installed respectively, it
The variable characters mark being located above by 1 group and 1 group of underlying changeable driveway driving direction mark are constituted；Variable characters mark
The display content of will includes synthesis in row control enabling, in convention traffic control enabling；The changeable driveway of fast lane travels
The display content of Directional Sign includes turn left guiding arrow, straight trip or the guiding arrow that turns left；The changeable driveway of kerb lane travels
Directional Sign display straight trip or guiding arrow of turning right；The changeable driveway driving direction mark display straight trip guiding arrow of middle lane
Head；
The auxiliary sign of " no through traffic when red light is bright " is installed on pre-signal lamp stand；
After main signal stop line in 40m distance, applies and draw No striding lane line in the same direction；The 40m after pre-signal stop line
In distance, applies and draw No striding lane line in the same direction；No striding lane boundary in the same direction from pre-signal stop line to downstream
Line starting point applies to draw may span across lane line in the same direction；At autonomic signals stop line to pre-signal stop line upstream 40m, forbid applying
Draw any guiding arrow；
Three, traffic circulation tissue
The comprehensive phase numbering to row control intersection of Full Traffic-Actuated is as follows:
Main signal phase K1, to control the motor vehicle after north and south import main signal stop line；
Main signal phase K2, to control the motor vehicle after thing import main signal stop line；
Pre-signal phase K11, to control the left-hand rotation motor vehicle after north and south import pre-signal stop line；
Pre-signal phase K12, to control the straight trip after north and south import pre-signal stop line and right turning vehicle；
Pre-signal phase K21, to control the left-hand rotation motor vehicle after thing import pre-signal stop line；
Pre-signal phase K22, to control the straight trip after thing import pre-signal stop line and right turning vehicle；
Pedestrian phases P1, to control the pedestrian of south and north flanks crossing；
Pedestrian phases P2, to control the pedestrian of east and west sides crossing；
Using above-mentioned phase, Full Traffic-Actuated is comprehensive can to use 2 kinds of phase display orders to row control intersection:
(1) north and south is turned left, and preposition, thing left-hand rotation is preposition；
(2) north and south is turned left, and preposition, thing straight trip is preposition；
Turn left phase display order that preposition, thing turns left preposition of north and south has following 8 kinds of basic prevailing states, state 1 to shape
State 8 successively executes, moves in circles:
State 1: phase K1, K11, K21 show green light；
State 2: phase K1, K21 shows green light；
State 3: phase K2, K21, K12 show green light；
State 4: phase K2, K12 shows green light；
State 5: phase K1, P2, K12, K22 show green light；
State 6: phase K1, P2, K22 show green light；
State 7: phase K2, P1, K22, K11 show green light；
State 8: phase K2, P1, K11 show green light；
Turn left phase display order that preposition, thing is kept straight on preposition of north and south has following 8 kinds of basic prevailing states, state 1 to shape
State 8 successively executes, moves in circles:
State 1: phase K1, K11, K22 show green light；
State 2: phase K1, K22 shows green light；
State 3: phase K2, P1, K22, K12 show green light；
State 4: phase K2, P1, K12 show green light；
State 5: phase K1, P2, K12, K21 show green light；
State 6: phase K1, P2, K21 show green light；
State 7: phase K2, K21, K11 show green light；
State 8: phase K2, K11 shows green light；
The comprehensive green time distribution to row control intersection of Full Traffic-Actuated follows following 6 principles:
In (1) 1 signal period, each main signal phase can show No. 2 green lights, i.e., 1 time service left-hand rotation motor vehicle and 1
Secondary service straight trip and right turning vehicle；Each pre-signal phase and pedestrian phases only show No. 1 green light；
(2) comprehensive to row area savings motor vehicle in order to maximally utilise, the earliest green light of pre-signal phase opens bright moment etc.
The bright moment is opened in the red light of the main signal phase in the phase downstream；
(3) if continuously driving into synthesis without vehicle to row area, the earliest green light finish time of pre-signal phase is equal to the phase downstream
Main signal phase red light finish time；
(4) comprehensive to row area if there is vehicle continuously to drive into, the finish time of green light at the latest of pre-signal phase is equal to the phase downstream
Main signal phase maximum green time subtract it is comprehensive empty vehicle to row area needed for the time；
(5) green light of next green light main signal phase opens the bright moment and adds equal to green light finish time of current green light main signal phase
The green light time interval of upper current green light main signal phase and next green light main signal phase；
(6) green time of pedestrian phases according to concurrent master phase service straight trip and right turning vehicle minimum green time and
Relevant green light time interval determines；
Four, traffic data detects
It is that " proximal end detector " is laid in every lane at main signal stop line upstream 40m；Each proximal end detector from place into
Minimum green time finish time to the green light finish time of the main signal phase in mouth direction, time headway data are acquired in real time；
It is that " remote sensor " is laid in every lane at pre-signal stop line 1~3m of downstream；Each remote sensor is from place
The red light finish time of the main signal phase in import direction to green light finish time acquires time headway data in real time；
Five, green time management
(1) pre-signal phase
Traffic events [the TE being had an impact for the green time management of current green light pre-signal phasepre(no.)] include:
TEpre(1): the main signal phase in current green light pre-signal phase downstream is in red light finish time or is showing green light；
TEpre(2): the green time of the main signal phase in current green light pre-signal phase downstream reaches maximum green time and subtracts
The comprehensive time headway threshold value that vehicle is emptied to row area of remote sensor confirmation；
TEpre(3): currently green light pre-signal phase is continuously driven into comprehensive to row area without vehicle, i.e. the affiliated lane pre-signal of the phase
The time headway of the remote sensor acquisition in stop line downstream is successively greater than such detector confirmation vehicle and continuously passes through demand
Time headway threshold value；
TEpre(4): the green time of the main signal phase in current green light pre-signal phase downstream reaches minimum green time；
TEpre(5): the main signal phase in current green light pre-signal phase downstream continuously close to main signal stop line, i.e., should without vehicle
It is true that the time headway of most proximal end detectors acquisition in each import direction belonging to phase is successively greater than such detector
Recognize vehicle continuously pass through demand time headway threshold value；
When meeting following condition for the moment, current green light pre-signal phase cuts off green light, TE immediatelypre(no.)=1 traffic is indicated
Event TEpre(no.) occurred or occurred, TEpre(no.)=0 traffic events TE is indicatedpre(no.) not yet occur:
Condition 1:[TEpre(1)=1] & [TEpre(3)=1]；
Condition 2:[TEpre(1)=1] & [TEpre(4)=1] & [TEpre(5)=1]；
Condition 3:TEpre(2)=1；
(2) main signal phase
Traffic events [the TE being had an impact for the green time management of current green light main signal phasemain(no.)] include:
TEmain(1): the green time of current green light main signal phase reaches minimum green time；
TEmain(2): the green time of current green light main signal phase reaches maximum green time；
TEmain(3): all pre-signal phases of current green light main signal phase upstream show amber light or red light；
TEmain(4): current green light main signal phase without vehicle continuously close to main signal stop line, i.e., each of belonging to the phase into
The time headway of most proximal end detectors acquisition in mouthful direction is successively greater than that such detector confirmation vehicle is continuously current to be needed
The time headway threshold value asked；
TEmain(5): the synthesis in each import direction belonging to current green light main signal phase has emptied vehicle to row area, i.e. the phase
The time headway of all remote sensors acquisition in each import direction belonging to position is simultaneously greater than such detector confirmation synthesis
It is true that such detector is simultaneously greater than to the time headway that row area empties the time headway threshold value of vehicle, all proximal end detectors acquire
Recognize the comprehensive time headway threshold value that vehicle is emptied to row area；
When meeting following condition for the moment, current green light main signal phase cuts off green light, TE immediatelymain(no.)=1 traffic is indicated
Event TEmain(no.) occurred or occurred, TEmain(no.)=0 traffic events TE is indicatedmain(no.) not yet occur:
Condition 1:[TEmain(1)=1] & [TEmain(3)=1] & [TEmain(4)=1] & [TEmain(5)=1]；
Condition 2:[TEmain(2)=1] & [TEmain(5)=1]；
(3) pedestrian phases
If the green time of current green light pedestrian phases reaches the minimum according to concurrent master phase service straight trip and right turning vehicle
The green time that green time and relevant green light time interval calculate, current green light pedestrian phases cut off green light immediately.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710088112.0A CN106600988B (en) | 2017-02-20 | 2017-02-20 | A kind of Full Traffic-Actuated is comprehensive to row control method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710088112.0A CN106600988B (en) | 2017-02-20 | 2017-02-20 | A kind of Full Traffic-Actuated is comprehensive to row control method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106600988A CN106600988A (en) | 2017-04-26 |
| CN106600988B true CN106600988B (en) | 2019-01-18 |
Family
ID=58587521
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710088112.0A Expired - Fee Related CN106600988B (en) | 2017-02-20 | 2017-02-20 | A kind of Full Traffic-Actuated is comprehensive to row control method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106600988B (en) |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108648448B (en) * | 2018-05-03 | 2020-10-20 | 大连理工大学 | Induction type coordination signal autonomous control method |
| CN109509369B (en) * | 2018-12-23 | 2021-06-04 | 合肥工业大学 | Intelligent parking space monitoring method and system and urban comprehensive intelligent traffic system |
| CN110047300B (en) * | 2019-04-10 | 2021-01-12 | 合肥学院 | Real-time optimization control method for left-turn vehicle to be driven at intersection |
| CN110085041A (en) * | 2019-04-29 | 2019-08-02 | 上海工程技术大学 | Intersections device |
| CN110111587B (en) * | 2019-05-17 | 2020-09-01 | 哈尔滨工业大学 | Signal timing optimization method for intersection with straight-driving waiting area |
| CN110264717B (en) * | 2019-06-25 | 2021-04-20 | 牡丹江师范学院 | Urban intelligent traffic regulation and control system |
| CN111785038B (en) * | 2020-06-11 | 2022-10-28 | 大连理工大学 | Single-point full-induction type signal timing method based on green light extended request area utilization rate |
| CN111815969B (en) * | 2020-06-18 | 2022-03-15 | 广东振业优控科技股份有限公司 | Method for setting free turning area based on symmetric phase unbalanced traffic flow intersection |
| CN113570887A (en) * | 2021-07-28 | 2021-10-29 | 福州大学 | Intersection traffic control method based on novel traffic marking line |
| CN113409595B (en) * | 2021-08-02 | 2023-03-03 | 西南交通大学 | Intersection signal control method adopting intermittent lane |
| CN114613156B (en) * | 2022-01-26 | 2023-02-03 | 大连理工大学 | Full-induction type independent signal control method for cross-shaped reverse left-turn intersection |
| CN114627660B (en) * | 2022-03-11 | 2023-01-20 | 公安部交通管理科学研究所 | Real-time iterative optimization control method for intersection signals facing unbalanced traffic flow |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040068889A (en) * | 2004-07-05 | 2004-08-02 | (주)씨에스티개발 | A crossroads passing method |
| CN102360533A (en) * | 2011-11-07 | 2012-02-22 | 杨奎 | Motor vehicle combination junction signal lamp |
| CN202615615U (en) * | 2012-06-12 | 2012-12-19 | 上海市城市建设设计研究总院 | Two-time parking guidance system for turn left lane |
| CN103243622A (en) * | 2013-04-23 | 2013-08-14 | 郭川贵 | Urban road intersection passing method |
| CN105389973A (en) * | 2015-11-18 | 2016-03-09 | 上海市城市建设设计研究总院 | Traffic flow capacity increasing control method for comprehensive waiting area at road intersection |
-
2017
- 2017-02-20 CN CN201710088112.0A patent/CN106600988B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040068889A (en) * | 2004-07-05 | 2004-08-02 | (주)씨에스티개발 | A crossroads passing method |
| CN102360533A (en) * | 2011-11-07 | 2012-02-22 | 杨奎 | Motor vehicle combination junction signal lamp |
| CN202615615U (en) * | 2012-06-12 | 2012-12-19 | 上海市城市建设设计研究总院 | Two-time parking guidance system for turn left lane |
| CN103243622A (en) * | 2013-04-23 | 2013-08-14 | 郭川贵 | Urban road intersection passing method |
| CN105389973A (en) * | 2015-11-18 | 2016-03-09 | 上海市城市建设设计研究总院 | Traffic flow capacity increasing control method for comprehensive waiting area at road intersection |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106600988A (en) | 2017-04-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106600988B (en) | A kind of Full Traffic-Actuated is comprehensive to row control method | |
| EP3417438B1 (en) | System and method for providing traffic congestion relief using dynamic lighted road lane markings | |
| CN207714178U (en) | A kind of automatic lane change guidance system in tide track | |
| CN102646331A (en) | Design method for cooperating street crossing of opposite-angle pedestrians and left turning of motor vehicles at intersection | |
| CN105489026B (en) | " windmill type " intersection design method | |
| CN109637131B (en) | Control device and control method for intersection variable stop line | |
| CN105185131A (en) | Crossroad tailgating left turn traffic indication system and control method | |
| CN109064762A (en) | A kind of expressway exit ring road is coupled the optimizing tissue method of section with adjacent flat intersection | |
| Furth | Bicycling infrastructure for all | |
| CN111143956A (en) | Design method of waiting area of colored non-motor vehicle based on slow running priority | |
| CN103426314A (en) | Planar intersection canalization traffic system | |
| CN200996120Y (en) | Man-vehicle hybrid crossroad | |
| CN100585078C (en) | Road jam preventing method based on highway foggy day lane sealing | |
| CN101064064A (en) | Traffic signal apparatus | |
| CN102163374A (en) | Road traffic signal prompt method and device convenient for color-blind person to identify | |
| CN110164156A (en) | A kind of intersection vehicle pass-through classifying index system and method | |
| CA2927925C (en) | System and method for providing traffic congestion relief using dynamic lighted road lane markings | |
| Van Houten et al. | ITS animated LED signals alert drivers to pedestrian threats | |
| CN104021691A (en) | Driving guiding method and driving guiding system based on wireless arrival time | |
| CN106128129A (en) | A kind of arterial street trackside traffic interflow signal control device and method | |
| CN109979216A (en) | A kind of crossroad smartway transform method and smartway | |
| CN114842656B (en) | Limited running device with prompt system | |
| CN203966342U (en) | Driveway signal system based on transmission detection and location system | |
| CN114613156B (en) | Full-induction type independent signal control method for cross-shaped reverse left-turn intersection | |
| CN216053317U (en) | Intelligent city intelligent traffic monitoring system based on machine vision |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190118 |