CN106056907A - Subway construction area road traffic control method - Google Patents
Subway construction area road traffic control method Download PDFInfo
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- CN106056907A CN106056907A CN201610486373.3A CN201610486373A CN106056907A CN 106056907 A CN106056907 A CN 106056907A CN 201610486373 A CN201610486373 A CN 201610486373A CN 106056907 A CN106056907 A CN 106056907A
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- traffic
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- G—PHYSICS
- G08—SIGNALLING
- G08G—TRAFFIC CONTROL SYSTEMS
- G08G1/00—Traffic control systems for road vehicles
- G08G1/01—Detecting movement of traffic to be counted or controlled
- G08G1/0104—Measuring and analyzing of parameters relative to traffic conditions
- G08G1/0137—Measuring and analyzing of parameters relative to traffic conditions for specific applications
- G08G1/0145—Measuring and analyzing of parameters relative to traffic conditions for specific applications for active traffic flow control
Abstract
The invention discloses a subway construction area road traffic control method. The method includes the following steps of S1 investigating and analyzing the traffic of the construction road; S2 determining whether the traffic of the construction road needs to be improved based on the investigation and analysis result; S3 when the traffic is needed to be improved, investigating the road condition of the parallel road of the construction road; S4 selecting the parallel road for alleviating the traffic flow of the construction road; S5 installing traffic indicating devices at the construction road and the parallel road; S6 inducing and shunting the traffic flow of the construction road to the parallel road through the traffic indicating devices; and S7 collaboratively controlling all of the traffic light signal time of the parallel road to perform traffic flow control. Through the investigation and analysis of the construction area road characteristics, traffic flow characteristics, and traffic signal control characteristics, a variable information display screen is adopted to induce the traffic flow of the construction road to the shunted parallel road, and multi-intersection traffic flow control on the shunted parallel road can be realized by the green light phase based on the characteristics of shunted parallel road.
Description
Technical field
The present invention relates to subway work field of traffic control, be specifically related to road traffic control side of a kind of subway work district
Method.
Background technology
Urban traffic blocking has promoted the development of metro construction, and a lot of cities are carrying out large-area subway
Construction.Subway work circuit is typically " banding " distribution, subway work road occupying more typically construct road occupying coverage more greatly, traffic
Congestion points is often distributed in around website construction section, and these congestion points also present " the band as subway work circuit
Shape " feature.At present, the feature of subway work and the traffic guidance of surrounding area are not yet fully paid attention to by everybody with control method,
Cause the traffic congestion in region, subway work section and the vehicle accident problem such as take place frequently can not get effectively solving.
The road construction cycle that subway work period ratio is general to be grown, and the traffic above-ground in city is affected very by construction period
Greatly, subway work needs to take road and crossing resource, around section and going through ability will be caused to decline, can cause phase
The traffic flow closing section and crossing runs not smooth, and the normal pass of vehicle along the line to subway work makes a big impact.So,
Project progress and the quality carrying out traffic guidance reasonable, efficient around subway work and control not only can ensure subway work,
Also can alleviate the traffic pressure in " banding " construction section region and ensure the traffic safety in region, subway work section.
Summary of the invention
It is an object of the invention to overcome the deficiencies in the prior art, it is provided that subway work district road traffic control method.
The technical solution used in the present invention is:
Subway work district road traffic control method, it comprises the following steps:
S1: the traffic to construction section is investigated and analysed,
S2: according to investigation and analysis result, determine that construction section is the need of traffic improvement；
S3: when needs improve traffic, the road conditions of the parallel section to be selected of investigation construction section；
S4: select to alleviate the parallel section of construction section traffic current；
S5: install traffic indicating equipment at construction section and parallel section；
S6: the Traffic flow guidance of construction section is branched to parallel section by traffic indicating equipment；
S7: coordinate to control all traffic light signal times of parallel section, carry out traffic flow management and control.
In described step S1, the traffic study to construction section includes roadway characteristic, wagon flow feature and signal controlling feature
Investigation.
Described step S5 is specifically included in the import department at each crossing of parallel section, and to be respectively provided with the first variable information induction aobvious
Display screen；Import department at each crossing of construction section is respectively provided with the second variable information induction display screen.
Described first variable information induction display screen shows the optimal speed per hour value of parallel section in real time.
Described second variable information induction display screen shows speed limit and the parallel section in construction section trunk direction in real time
Optimal speed per hour value.
It is different that the traffic flow management and control of described step S7 includes being respectively directed to three kinds of morning peak, evening peak and ordinary period
Control model.
Described step S7 specifically includes following steps:
S7-1: obtain the traffic parameter at each crossing at parallel crossing；
S7-2: traffic parameter based on each crossing of parallel section determines the control parameter of traffic light signal；
S7-3: carry out traffic simulation debugging, obtains the control parameter of feasible traffic light signal；
S7-4: show according to the traffic light signal at each crossing of control parameter configuration parallel section of optimum traffic light signal；
S7-5: each crossing based on traffic light signal management and control parallel section wagon flow.
Described step S7-1 specifically includes following steps:
S7-1-1: obtain the transit equipment information at each crossing of parallel section；
S7-1-2: obtain the existing traffic channelling scheme at each crossing of parallel section, existing traffic lights multiphase traffic time allocation scheme；
S7-1-3: the key crossing of selected parallel section, and determine that the maximum of traffic light signal controls cycle duration.
The control parameter of the traffic light signal in described step S7-2 includes traffic lights entirety timing scheme, green light phase bit strip
Width, traffic lights phase contrast and optimal speed per hour value.
Described step S7-2 specifically includes following steps:
S7-2-1: according to each junction spacing from average travel time at the beginning of the optimal speed per hour value of fixed green phase controlling band；
S7-2-2: based on determining a green phase controlling bandwidth at the beginning of vehicle flowrate data；
S7-2-3: calculate vehicle respectively by way respectively, first crossing based on the most fixed green phase controlling band and optimal speed per hour value
The journey time at other each crossings, footpath；
S7-2-4: determine the moment that each traffic signal lamp timing starts respectively according to the journey time of step S7-2-3,
And guarantee that each crossing of vehicle arrival is green light signals；
S7-2-5: adjust green phase controlling bandwidth and optimal speed per hour value respectively, chooses the green phase controlling bandwidth of optimum with optimal
Speed per hour value；
S7-2-6: calculate the phase place of the traffic lights at each crossing based on selected optimum green phase controlling bandwidth and optimal speed per hour value
Difference.
The present invention uses above technical scheme, special by construction area section feature, wagon flow feature and traffic signalization
The investigation and analysis levied, use the parallel section that the Traffic flow guidance of construction section is extremely shunted by variable information display screen, further according to
The feature of the parallel section of shunting realizes Multiple Intersections wagon flow management and control on the parallel section of shunting by green light phase controlling, and raising is executed
The overall traffic capacity in territory, work area, can alleviate " banding " construction area traffic pressure and ensure the traffic safety of construction area.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the present invention is described in further details；
Fig. 1 is the schematic flow sheet of subway work district of the present invention road traffic control method；
Fig. 2 is the idiographic flow schematic diagram of step S7-2 of subway work district of the present invention road traffic control method；
Fig. 3 is the simple schematic diagram of step S7-2 of subway work district of the present invention road traffic control method.
Detailed description of the invention
As shown in one of Fig. 1-3, the subway work district road traffic control method of the present invention, it comprises the following steps:
S1: the traffic to construction section is investigated and analysed.Assessed by construction section traffic study and Traffic Impact Analysis,
Determine that construction section is the need of traffic improvement.It is Great possibility that ordinary circumstance subway work road section capacity declines, and needs
To find suitable parallel section further；
S2: according to investigation and analysis result, determine that construction section is the need of traffic improvement；
S3: when needs improve traffic, the road conditions of the parallel section to be selected of investigation construction section；This step needs construction section
Parallel section to be selected repeatedly investigate, select the good section of basic condition unnecessary as being used for shunting construction section
The replacement section of traffic flow.
But being as urban automobile quantity sharp increase, traffic is also waited to improve, and particularly road construction is to traffic
Impact involves parallel section to be selected the most gradually.At this moment it is also required to parallel section carries out Multiple Intersections wagon flow management and control reasonable, effective,
Evacuating the traffic flow with trunk direction as main target to improve management and control efficiency, traffic light are arranged also with trunk direction
Attach most importance to consideration object, make the wagon flow in trunk direction pass through each crossing as far as possible.
S4: select to alleviate the parallel section of construction section traffic current；
S5: install traffic indicating equipment at construction section and parallel section；
S6: the traffic flow of construction section is branched to parallel section by traffic indicating equipment；
S7: coordinate to control all traffic light signal times of parallel section, carry out traffic flow management and control.Each crossing car in parallel section
The optimum target of flow tube control is that the wagon flow in major trunk roads direction is not the most interrupted by the red signal at each crossing, ideal situation
It is to give the green light for the wagon flow on major trunk roads as far as possible.Certainly, the time of the green light phase place at each crossing is limited, for entirety
Traffic flow unimpeded, it is sometimes desirable to lose the green light phase time of some branch roads.
In described step S1, the traffic study to construction section includes roadway characteristic, wagon flow feature and signal controlling feature
Investigation.
Described step S5 is specifically included in the import department at each crossing of parallel section, and to be respectively provided with the first variable information induction aobvious
Display screen；Import department at each crossing of construction section is respectively provided with the second variable information induction display screen.
Described first variable information induction display screen shows the optimal speed per hour value of parallel section, unit kilometer/hour in real time
(km/h).
Described second variable information induction display screen shows speed limit and the parallel section in construction section trunk direction in real time
Optimal speed per hour value, unit kilometer/hour (km/h).The effect of the second variable information induction display screen of construction section compares
More complicated, the main speed limit reminded on construction section and the optimal speed per hour value on parallel section, also have remind driver from
Current location forwards the real time information such as the journey time of parallel section to.The display content of induction display screen needs according to real-time road
The major parameter real-time update such as information, also have the journey time etc. from construction section to parallel section also to want real-time update.
It is different that the traffic flow management and control of described step S7 includes being respectively directed to three kinds of morning peak, evening peak and ordinary period
Control model.A lot of cities have " tide " traffic behavior, such as, during morning peak, inside the city the vehicle flowrate to outside the city direction is more than
Outside the city is to the vehicle flowrate in direction inside the city；During evening peak, the outside the city vehicle flowrate to direction inside the city is more than inside the city to the car in outside the city direction
Flow；And during ordinary period, the vehicle flowrate gap in two directions is less.Hand over according to morning, three periods of evening peak and ordinary period
Through-current capacity can design three kinds of wagon flow management and control schemes with flowing to feature, improves the traffic capacity with subway work section parallel section,
Realize further the vehicle flowrate in subway work section is transferred to parallel section.So, by traffic guidance and Three models
Wagon flow management and control scheme can make the traffic congestion in subway work region significantly alleviate, and improves subway work region generally
The traffic capacity, solves the safety problem of subway work indirectly.
Described step S7 specifically includes following steps:
S7-1: obtain the traffic parameter at each crossing at parallel crossing；
S7-2: traffic parameter based on each crossing of parallel section determines the control parameter of traffic light signal；
S7-3: carry out traffic simulation debugging, obtains the control parameter of feasible traffic light signal；
S7-4: show according to the traffic light signal at each crossing of control parameter configuration parallel section of optimum traffic light signal,
S7-5: each crossing based on traffic light signal management and control parallel section wagon flow.
For single point signals control mode, pursuit is the maximum traffic efficiency at single crossing, and Multiple Intersections wagon flow
Control is that the traffic capacity pursuing key road segment is up to control target, and in this example, pursuit is section, trunk direction
Maximum traffic efficiency, is arranged by the traffic signal parameter at each crossing, improves the profit in space, each crossing the most in time
By rate.The wagon flow management and control in trunk direction can increase substantially the traffic capacity in section, trunk direction, it is possible in the short period of time
Evacuate the traffic flow in trunk direction.And to make joining of corresponding different situations to tackle the different volume of traffic of different periods
Time scheme, the traffic efficiency of such Multiple Intersections wagon flow just can maximize.Considering each side factor, this patent is according to time common
Section, morning peak formulate three kinds of corresponding signal time distributing conceptions with the traffic data of evening peak these three situation, strive for making trunk side
Traffic efficiency to section maximizes.
Described step S7-1 specifically includes following steps:
S7-1-1: obtain the transit equipment information at each crossing of parallel section；
S7-1-2: obtain the existing traffic channelling scheme at each crossing of parallel section, existing traffic lights multiphase traffic time allocation scheme；
S7-1-3: the key crossing of selected parallel section, and determine that the maximum of traffic light signal controls cycle duration.
The control parameter of the traffic light signal in described step S7-2 includes traffic lights entirety timing scheme, green light phase bit strip
Width, traffic lights phase contrast and optimal speed per hour value.
Further, the concrete confirmation method of control parameter of the traffic light signal in described step S7-2 comprises the following steps:
S7-2-1: according to each junction spacing from average travel time at the beginning of the optimal speed per hour value of fixed green phase controlling band；
S7-2-2: based on determining a green phase controlling bandwidth at the beginning of vehicle flowrate data；
S7-2-3: calculate vehicle respectively by way respectively, first crossing based on the most fixed green phase controlling band and optimal speed per hour value
The journey time at other each crossings, footpath；
S7-2-4: determine the moment that each traffic signal lamp timing starts respectively according to the journey time of step S7-2-3,
And guarantee that each crossing of vehicle arrival is green light signals；
S7-2-5: adjust green phase controlling bandwidth and optimal speed per hour value respectively, chooses the green phase controlling bandwidth of optimum with optimal
Speed per hour value；
S7-2-6: calculate the phase place of the traffic lights at each crossing based on selected optimum green phase controlling bandwidth and optimal speed per hour value
Difference.
During as it is shown on figure 3, the control parameter of the traffic light signal in described step S7-2 confirms, between elder generation is according to crossing
Distance and average travel time determine the optimal speed per hour value of the most fixed green phase controlling band, then draw green phase controlling band oblique line, by
Vehicle flowrate data arrange a bandwidth, and calculating vehicle is by crossing 1 to 2, the journey time of 3,4, it is then determined that each crossing signals
In the moment that timing starts, it is ensured that it is green light signals that vehicle arrives each crossing, then adjust green phase controlling bandwidth to maximum
Value；Then adjust optimal speed per hour value to calculate again, contrast optimal speed per hour value and the value of bandwidth, choose optimal speed per hour value reasonable, bandwidth
Bigger scheme, then calculates each crossing green light phase contrast finally determined.
For single point signals control mode, pursuit is the maximum traffic efficiency at single crossing, and Multiple Intersections wagon flow
Control is that the traffic capacity pursuing key road segment is up to control target, and in this example, pursuit is section, trunk direction
Maximum traffic efficiency, is arranged by the traffic signal parameter at each crossing, improves the profit in space, each crossing the most in time
By rate.The wagon flow management and control in trunk direction can increase substantially the traffic capacity in section, trunk direction, it is possible in the short period of time
Evacuate the traffic flow in trunk direction.And to make joining of corresponding different situations to tackle the different volume of traffic of different periods
Time scheme, the traffic efficiency of such Multiple Intersections wagon flow just can maximize.Consider each side factor, according to ordinary period, early
Three kinds of corresponding signal time distributing conceptions are formulated with the traffic data of evening peak these three situation in peak, strive for making section, trunk direction
Traffic efficiency maximize.
The present invention uses above technical scheme, special by construction area section feature, wagon flow feature and traffic signalization
The investigation and analysis levied, use the parallel section that the Traffic flow guidance of construction section is extremely shunted by variable information display screen, further according to
The feature of the parallel section of shunting realizes Multiple Intersections wagon flow management and control on the parallel section of shunting by green light phase controlling, and raising is executed
The overall traffic capacity in territory, work area, can alleviate " banding " construction area traffic pressure and ensure the traffic safety of construction area.
Claims (10)
1. subway work district road traffic control method, it is characterised in that: it comprises the following steps:
S1: the traffic to construction section is investigated and analysed,
S2: according to investigation and analysis result, determine that construction section is the need of traffic improvement；
S3: when needs improve traffic, the road conditions of the parallel section to be selected of investigation construction section；
S4: select to alleviate the parallel section of construction section traffic current；
S5: install traffic indicating equipment at construction section and parallel section；
S6: the traffic flow of construction section is branched to parallel section by traffic indicating equipment；
S7: coordinate to control all traffic light signal times of parallel section, carry out traffic flow management and control.
Subway work district the most according to claim 1 road traffic control method, it is characterised in that: right in described step S1
The traffic study of construction section includes roadway characteristic, wagon flow feature and the investigation of signal controlling feature.
Subway work district the most according to claim 1 road traffic control method, it is characterised in that: described step S5 is concrete
The import department being included in each crossing of parallel section is respectively provided with the first variable information induction display screen；At each crossing of construction section
Import department is respectively provided with the second variable information induction display screen.
Subway work district the most according to claim 3 road traffic control method, it is characterised in that: described first variable letter
Breath induction display screen shows the optimal speed per hour value of parallel section in real time.
Subway work district the most according to claim 3 road traffic control method, it is characterised in that: described second variable letter
Breath induction display screen shows the speed limit in construction section trunk direction and the optimal speed per hour value of parallel section in real time.
Subway work district the most according to claim 1 road traffic control method, it is characterised in that: the friendship of described step S7
Through-flow management and control includes the three kinds of different control models being respectively directed to morning peak, evening peak and ordinary period.
Subway work district the most according to claim 1 road traffic control method, it is characterised in that: described step S7 is concrete
Comprise the following steps:
S7-1: obtain the traffic parameter at each crossing at parallel crossing；
S7-2: traffic parameter based on each crossing of parallel section determines the control parameter of traffic light signal；
S7-3: carry out traffic simulation debugging, obtains the control parameter of feasible optimum traffic light signal；
S7-4: show according to the traffic light signal at each crossing of control parameter configuration parallel section of optimum traffic light signal,
S7-5: each crossing based on traffic light signal management and control parallel section wagon flow.
Subway work district the most according to claim 7 road traffic control method, it is characterised in that: described step S7-1 has
Body comprises the following steps:
S7-1-1: obtain the transit equipment information at each crossing of parallel section；
S7-1-2: obtain the existing traffic channelling scheme at each crossing of parallel section, existing traffic lights multiphase traffic time allocation scheme；
S7-1-3: the key crossing of selected parallel section, and determine that the maximum of traffic light signal controls cycle duration.
Subway work district the most according to claim 7 road traffic control method, it is characterised in that: in described step S7-2
The control parameter of traffic light signal include traffic lights entirety timing scheme, green light phase bandwidth, traffic lights phase contrast and optimal
Speed per hour value.
10. according to the subway work district road traffic control method described in claim 7 or 9, it is characterised in that: described step
S7-2 specifically includes following steps:
S7-2-1: according to each junction spacing from average travel time at the beginning of the optimal speed per hour value of fixed green phase controlling band,
S7-2-2: based on determining a green phase controlling bandwidth at the beginning of vehicle flowrate data,
S7-2-3: calculate vehicle respectively by way respectively, first crossing based on the most fixed green phase controlling band and optimal speed per hour value
The journey time at other each crossings, footpath,
S7-2-4: determine the moment that each traffic signal lamp timing starts respectively according to the journey time of step S7-2-3,
And guarantee that each crossing of vehicle arrival is green light signals,
S7-2-5: adjust green phase controlling bandwidth and optimal speed per hour value respectively, chooses the green phase controlling bandwidth of optimum with optimal
Speed per hour value；
S7-2-6: calculate the phase place of the traffic lights at each crossing based on selected optimum green phase controlling bandwidth and optimal speed per hour value
Difference.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110533933A (en) * | 2019-08-17 | 2019-12-03 | 济南晟杰锦天科技有限公司 | A kind of road information displaying system for traffic guiding |
| CN111271110A (en) * | 2020-04-17 | 2020-06-12 | 福州大学 | Active air supply and exhaust system with energy-saving and environment-friendly functions and subway controllable airflow technology |
| CN111785026A (en) * | 2020-07-24 | 2020-10-16 | 中国水利水电第八工程局有限公司 | Traffic diversion grading comprehensive dredging method under complex traffic condition |
| CN111882878A (en) * | 2020-09-02 | 2020-11-03 | 烟台大学 | Method for maximizing traffic capacity of key roads based on traffic flow prediction |
| CN112950940A (en) * | 2021-02-08 | 2021-06-11 | 中冶南方城市建设工程技术有限公司 | Traffic diversion method in road construction period |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101469998A (en) * | 2007-12-27 | 2009-07-01 | 爱信艾达株式会社 | Feature information collecting apparatus and feature information collecting program, and own vehicle position recognition apparatus and navigation apparatus |
| US20140055499A1 (en) * | 2004-11-16 | 2014-02-27 | Microsoft Corporation | Methods for automated and semiautomated composition of visual sequences, flows, and flyovers based on content and context |
| CN205334739U (en) * | 2015-12-14 | 2016-06-22 | 郑州郑安交通科技开发有限公司 | Traffic post tally circuit |
-
2016
- 2016-06-28 CN CN201610486373.3A patent/CN106056907B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20140055499A1 (en) * | 2004-11-16 | 2014-02-27 | Microsoft Corporation | Methods for automated and semiautomated composition of visual sequences, flows, and flyovers based on content and context |
| CN101469998A (en) * | 2007-12-27 | 2009-07-01 | 爱信艾达株式会社 | Feature information collecting apparatus and feature information collecting program, and own vehicle position recognition apparatus and navigation apparatus |
| CN205334739U (en) * | 2015-12-14 | 2016-06-22 | 郑州郑安交通科技开发有限公司 | Traffic post tally circuit |
Non-Patent Citations (2)
| Title |
|---|
| 毛慧等: "大城市地铁施工期间道路交通组织的方法探讨", 《重庆交通学院学报》 * |
| 蔺怀乡: "城市地铁工程施工区域交通疏解问题研究-以成都地铁蜀汉路东站交通疏解为例", 《中国人民公安大学学报（自然科学版）》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110533933A (en) * | 2019-08-17 | 2019-12-03 | 济南晟杰锦天科技有限公司 | A kind of road information displaying system for traffic guiding |
| CN111271110A (en) * | 2020-04-17 | 2020-06-12 | 福州大学 | Active air supply and exhaust system with energy-saving and environment-friendly functions and subway controllable airflow technology |
| CN111785026A (en) * | 2020-07-24 | 2020-10-16 | 中国水利水电第八工程局有限公司 | Traffic diversion grading comprehensive dredging method under complex traffic condition |
| CN111882878A (en) * | 2020-09-02 | 2020-11-03 | 烟台大学 | Method for maximizing traffic capacity of key roads based on traffic flow prediction |
| CN111882878B (en) * | 2020-09-02 | 2021-07-02 | 烟台大学 | Method for maximizing traffic capacity of key roads based on traffic flow prediction |
| CN112950940A (en) * | 2021-02-08 | 2021-06-11 | 中冶南方城市建设工程技术有限公司 | Traffic diversion method in road construction period |
| CN112950940B (en) * | 2021-02-08 | 2022-08-05 | 中冶南方城市建设工程技术有限公司 | Traffic diversion method in road construction period |
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