CN115083155B - Method for measuring and calculating number of ETC lanes on highway toll station - Google Patents

Method for measuring and calculating number of ETC lanes on highway toll station Download PDF

Info

Publication number
CN115083155B
CN115083155B CN202210667236.5A CN202210667236A CN115083155B CN 115083155 B CN115083155 B CN 115083155B CN 202210667236 A CN202210667236 A CN 202210667236A CN 115083155 B CN115083155 B CN 115083155B
Authority
CN
China
Prior art keywords
toll station
entrance
traffic
exit
truck
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.)
Active
Application number
CN202210667236.5A
Other languages
Chinese (zh)
Other versions
CN115083155A (en
Inventor
钟媚
王洪明
王剑波
李腾飞
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.)
Sichuan Vocational and Technical College Communications
Original Assignee
Sichuan Vocational and Technical College Communications
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 Sichuan Vocational and Technical College Communications filed Critical Sichuan Vocational and Technical College Communications
Priority to CN202210667236.5A priority Critical patent/CN115083155B/en
Publication of CN115083155A publication Critical patent/CN115083155A/en
Application granted granted Critical
Publication of CN115083155B publication Critical patent/CN115083155B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • G08G1/0125—Traffic data processing
    • G08G1/0129—Traffic data processing for creating historical data or processing based on historical data
    • G—PHYSICS
    • G07—CHECKING-DEVICES
    • G07B—TICKET-ISSUING APPARATUS; FARE-REGISTERING APPARATUS; FRANKING APPARATUS
    • G07B15/00—Arrangements or apparatus for collecting fares, tolls or entrance fees at one or more control points
    • G07B15/06—Arrangements for road pricing or congestion charging of vehicles or vehicle users, e.g. automatic toll systems
    • 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
    • G—PHYSICS
    • G08—SIGNALLING
    • G08G—TRAFFIC CONTROL SYSTEMS
    • G08G1/00—Traffic control systems for road vehicles
    • G08G1/065—Traffic control systems for road vehicles by counting the vehicles in a section of the road or in a parking area, i.e. comparing incoming count with outgoing count
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02T—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO TRANSPORTATION
    • Y02T10/00—Road transport of goods or passengers
    • Y02T10/10—Internal combustion engine [ICE] based vehicles
    • Y02T10/40—Engine management systems

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Business, Economics & Management (AREA)
  • Finance (AREA)
  • Devices For Checking Fares Or Tickets At Control Points (AREA)

Abstract

The invention discloses a method for measuring and calculating the number of ETC lanes in a highway toll station, which belongs to the technical field of highway toll station organization management and comprises the following steps: respectively calculating comprehensive passing time for normally passing ETC vehicles at the entrance and the exit of the toll station; calculating to obtain ETC manual guiding operation efficiency; the ETC lane traffic capacity of the entrance and the exit of the toll station is calculated based on the comprehensive traffic time of the normal traffic of the ETC vehicles at the entrance and the exit of the toll station; obtaining annual 30 th hour traffic volume of expressway entrance and exit as peak hour traffic volume Q of toll station entrance r Measuring and calculating peak hour traffic quantity Q of export c The method comprises the steps of carrying out a first treatment on the surface of the Respectively calculating to obtain the number of ETC lanes at the entrance and the exit of the toll station; the invention solves the problem that the number of ETC lanes of the existing toll station is inconsistent with the actual demand.

Description

Method for measuring and calculating number of ETC lanes on highway toll station
Technical Field
The invention belongs to the technical field of highway toll station organization management, and particularly relates to an ETC lane number measuring and calculating method for a highway toll station.
Background
Expressway toll booths increasingly employ Electronic Toll Collection (ETC) systems to complete toll collection for vehicles entering and exiting the toll booth, and the number of ETC lanes that the toll booth should set is closely related to the number of toll vehicles that it needs to complete per day and the operating efficiency of the toll collection system.
The number of lanes of the toll station is generally determined according to the predicted 30 th hour traffic volume of the future 20 years by referring to foreign experiences in the construction design stage of the expressway, wherein the determination of the number of lanes of the ETC is also based on the rated working efficiency of ETC equipment. However, due to the influence of prediction errors of long-term traffic volume caused by the change of economic and social development situation and the difference between the actual passing efficiency of ETC lanes and the rated working efficiency of the equipment, the number of ETC lanes of a toll station in reality often does not match with the actual traffic demand, and especially in some toll stations with early build-up time and complex types of vehicles, the situations of traffic jam caused by insufficient number of ETC lanes, long-term idle waste of the equipment caused by excessive number of ETC lanes and the like are very easy to occur. In order to meet the normal passing of vehicles and integrally improve the operation economic benefit, the toll station needs to timely carry out lane modification and equipment adjustment according to the actual traffic flow in the whole operation period, but the existing method for scientifically measuring and calculating the number of ETC lanes for the actual passing requirement of the toll station on the operation highway is lacking, and the estimation is basically dependent on an empirical method, so that the configuration errors of the number of ETC lanes and the matched equipment are larger.
Disclosure of Invention
In order to overcome the defects in the prior art, the method for measuring and calculating the ETC lane number of the expressway toll station provided by the invention is based on the arrangement characteristics, service types and operation requirements of the existing expressway toll station, establishes an ETC lane number model of toll station passing requirements under the conditions of the toll station passing vehicle structure, the existing ETC equipment and the average service operation efficiency of manual guide staff, and solves the problem that the ETC lane number of the existing toll station is inconsistent with the actual requirements.
In order to achieve the aim of the invention, the invention adopts the following technical scheme:
the invention provides a method for measuring and calculating the number of ETC lanes in a highway toll station, which comprises the following steps:
s1, acquiring the duty ratios of ETC vehicles of different types in actual traffic flows of an entrance and an exit of a toll station, and respectively calculating the comprehensive traffic time for normal traffic of the ETC vehicles of the entrance and the exit of the toll station;
s2, acquiring average time consumption of manual guidance of the ETC own lane and average time consumption of guidance of ETC lane change guidance, and calculating to obtain ETC manual guidance operation efficiency;
s3, acquiring the occurrence rate of ETC traffic abnormality, and respectively calculating the traffic capacity of ETC lanes at the entrance and the exit of the toll station based on the comprehensive traffic time of the normal traffic of ETC vehicles at the entrance and the exit of the toll station;
s4, acquiring the annual 30 th hour traffic volume of the entrance and the exit of the expressway as the measured peak hour traffic volume Q of the entrance of the toll station r Measuring and calculating peak hour traffic quantity Q of export c ；
S5, acquiring the ETC vehicle duty ratio in the traffic volume of the entrance and the exit of the toll station and the passenger car duty ratio in the traffic volume of the entrance and the exit of the toll station, and respectively calculating the number of ETC lanes on the entrance and the exit of the toll station based on the calculation results of the step S1, the step S2, the step S3 and the step S4.
The beneficial effects of the invention are as follows: according to the method for measuring and calculating the number of ETC lanes in the expressway toll station, provided by the invention, the number of ETC lanes which are required to meet the actual traffic demand in a certain operation period in the future in the expressway toll station is accurately calculated according to the acquired current state of the toll station, the actual traffic volume of the toll station in the 30 th hour in the whole year and the actual duty ratio of different types of vehicles in traffic flow and the average traffic time of different types of vehicles in the ETC lanes obtained through investigation and statistics, and the calculated result can be used as a basis for implementing reconstruction and expansion of the toll station or adjusting the ETC lanes and equipment deployment thereof, so that the ETC traffic efficiency of the toll station is effectively improved, and manpower and material resources of the toll station are saved.
Further, the calculation expressions of the comprehensive passing time of the normal passing of the ETC vehicles at the entrance and the exit of the toll station in the step S1 are as follows:
Figure BDA0003693320420000031
Figure BDA0003693320420000032
n∈{pc 1 ,pc 2 ,pc 3 ,pc 4 ,truck 1 ,truck 2 ,truck 3 ,truck 4 ,truck 5 ,truck 6 }
wherein T is re And T ce The comprehensive traffic time of the normal traffic of the ETC vehicles at the entrance of the toll station and the comprehensive traffic time of the normal traffic of the ETC vehicles at the exit of the toll station are respectively represented,
Figure BDA0003693320420000033
representing the average passing time of the type n ETC vehicle model at the entrance or exit of the toll station, +.>
Figure BDA0003693320420000034
And->
Figure BDA0003693320420000035
Respectively representing the duty ratio of the nth class ETC vehicle in the entrance traffic volume of the toll station and the duty ratio of the nth class ETC vehicle in the exit traffic volume of the toll station, pc 1 、pc 2 、pc 3 And pc 4 Representing a first class passenger car, a second class passenger car, a third class passenger car and a fourth class passenger car, and a truck 1 、truck 2 、truck 3 、truck 4 、truck 5 And a structure 6 Respectively representing a first type truck, a second type truck, a third type truck, a fourth type truck, a fifth type truck and a sixth type truck.
The beneficial effects of adopting the further scheme are as follows: according to the method and the system, the comprehensive passing time of the normal passing of ETC vehicles at the entrance and the exit of the toll station is calculated according to the duty ratio of the ETC vehicles of different types in the actual traffic flow at the entrance and the exit of the toll station, and a basis is provided for calculating the traffic capacity of ETC lanes at the entrance and the exit of the toll station.
Further, the calculation expression of the ETC manual guiding operation efficiency in the step S2 is as follows:
Figure BDA0003693320420000036
wherein T is ey Indicating the efficiency of the ETC manual guidance operation,
Figure BDA0003693320420000037
and->
Figure BDA0003693320420000038
The duty ratio of ETC vehicle fault lane guidance in all manual guidance and the average time consumption of ETC lane manual guidance are respectively represented, and the vehicle is in the form of +.>
Figure BDA0003693320420000039
Flat representing ETC lane change guidanceThe boot is time consuming.
The beneficial effects of adopting the further scheme are as follows: according to the method, the ETC manual guidance operation efficiency is obtained by obtaining the average time consumption of the manual guidance of the ETC own lane and the average guidance time consumption of the ETC lane change guidance and calculating the average guidance time consumption based on the ETC lane change guidance, and a basis is provided for respectively calculating the traffic capacity of the ETC lanes of the entrance and the exit of the toll station.
Further, the calculation expressions of the ETC lane traffic capacities of the entrance and the exit of the toll station in the step S3 are as follows:
Figure BDA0003693320420000041
Figure BDA0003693320420000042
wherein C is re And C ce ETC lane traffic capacity at the entrance of the toll station and ETC lane traffic capacity at the exit of the toll station are respectively represented, and f represents the occurrence rate of ETC lane traffic abnormality.
The beneficial effects of adopting the further scheme are as follows: according to the scheme, the occurrence rate of ETC traffic abnormality is obtained, and the ETC lane traffic capacities of the entrance and the exit of the toll station are respectively calculated based on the comprehensive traffic time of normal traffic of the entrance and the exit of the toll station, so that a foundation is provided for respectively calculating the number of ETC lanes on the entrance and the exit of the toll station.
Further, the calculation expressions of the number of ETC lanes for the entrance and exit of the toll station in the step S5 are as follows:
Figure BDA0003693320420000043
Figure BDA0003693320420000044
Figure BDA0003693320420000045
Figure BDA0003693320420000046
m∈{pc 1 ,pc 2 ,pc 3 ,pc 4 }
wherein N is re And N ce Indicating the number of ETC lanes at the entrance of the toll station and the number of ETC lanes at the exit of the toll station, k, respectively re And k ce Respectively representing the ETC vehicle duty ratio in the toll gate entrance traffic volume and the ETC vehicle duty ratio in the toll gate exit traffic volume, k rk And k ck Representing the passenger car duty ratio in the entrance traffic volume of the toll station and the passenger car duty ratio in the exit traffic volume of the toll station respectively,
Figure BDA0003693320420000047
and->
Figure BDA0003693320420000048
The duty ratio of the class m passenger car in the entrance traffic volume of the toll station and the duty ratio of the class m passenger car in the exit traffic volume of the toll station are respectively expressed.
The beneficial effects of adopting the further scheme are as follows: the invention provides a method for measuring and calculating ETC lanes for meeting actual traffic demands in a future operation period of a toll station by acquiring the ETC vehicle occupancy rate in the entrance and exit traffic volumes of the toll station and the passenger car occupancy rate in the entrance and exit traffic volumes of the toll station and calculating the number of ETC lanes for the entrance and exit of the toll station based on the measured and calculated peak hour traffic volumes of the entrance and exit of the toll station.
Drawings
Fig. 1 is a flowchart illustrating steps of a method for calculating the number of ETC lanes in an expressway toll station according to an embodiment of the present invention.
Detailed Description
The following description of the embodiments of the present invention is provided to facilitate understanding of the present invention by those skilled in the art, but it should be understood that the present invention is not limited to the scope of the embodiments, and all the inventions which make use of the inventive concept are protected by the spirit and scope of the present invention as defined and defined in the appended claims to those skilled in the art.
Investigation and collection of traffic total amount at the entrance and exit of a toll station and vehicle type composition and ETC vehicle traffic operation conditions during non-holiday traffic within a period of time (at least 1 year);
as shown in fig. 1, in one embodiment of the present invention, the present invention provides a method for measuring and calculating the number of ETC lanes in an expressway toll station, comprising the steps of:
for an entrance ETC lane or an exit ETC lane of a specific toll station, according to the duty ratio of different types of ETC vehicles in the actual traffic flow of the entrance or the exit, carrying out weighted average on the passing time consumption so as to comprehensively use the passing time consumption as an index for quantifying the ETC passing efficiency of the toll station;
s1, acquiring the duty ratios of ETC vehicles of different types in actual traffic flows of an entrance and an exit of a toll station, and respectively calculating the comprehensive traffic time for normal traffic of the ETC vehicles of the entrance and the exit of the toll station;
the calculation expressions of the comprehensive passing time of the normal passing of the ETC vehicles at the entrance and the exit of the toll station in the step S1 are respectively as follows:
Figure BDA0003693320420000061
Figure BDA0003693320420000062
n∈{pc 1 ,pc 2 ,pc 3 ,pc 4 ,truck 1 ,truck 2 ,truck 3 ,truck 4 ,truck 5 ,truck 6 }
wherein T is re And T ce Comprehensive traffic consumption for respectively representing normal traffic of ETC vehicles at entrance of toll stationComprehensive traffic time consuming for normal traffic of ETC vehicles at the time of time and toll gate exit,
Figure BDA0003693320420000063
representing the average passing time of the type n ETC vehicle model at the entrance or exit of the toll station, +.>
Figure BDA0003693320420000064
And->
Figure BDA0003693320420000065
Respectively representing the duty ratio of the nth class ETC vehicle in the entrance traffic volume of the toll station and the duty ratio of the nth class ETC vehicle in the exit traffic volume of the toll station, pc 1 、pc 2 、pc 3 And pc 4 Representing a first class passenger car, a second class passenger car, a third class passenger car and a fourth class passenger car, and a truck 1 、truck 2 、truck 3 、truck 4 、truck 5 And a structure 6 Respectively representing a first type truck, a second type truck, a third type truck, a fourth type truck, a fifth type truck and a sixth type truck;
when ETC lane traffic is blocked due to equipment failure, data reading failure, vehicle false driving in and the like, and the vehicle cannot normally pass through the effort of a driver, toll station personnel are required to guide the blocked vehicle to pass, including guiding the vehicle in the lane to reverse, attempting signal sensing and guiding the vehicle to change to other lanes to pass; the average time consumption of the ETC own lane manual guidance and the average time consumption of the ETC lane change guidance can be obtained through investigation, and the comprehensive time consumption of the two guidance modes is used for quantifying the ETC manual guidance operation efficiency;
s2, acquiring average time consumption of manual guidance of the ETC own lane and average time consumption of guidance of ETC lane change guidance, and calculating to obtain ETC manual guidance operation efficiency;
the calculation expression of the ETC manual guiding operation efficiency in the step S2 is as follows:
Figure BDA0003693320420000066
wherein T is ey Indicating the efficiency of the ETC manual guidance operation,
Figure BDA0003693320420000067
and->
Figure BDA0003693320420000068
The duty ratio of ETC vehicle fault lane guidance in all manual guidance and the average time consumption of ETC lane manual guidance are respectively represented, and the vehicle is in the form of +.>
Figure BDA0003693320420000071
Average boot time consumption representing ETC lane change boot;
vehicles entering and exiting the expressway through the ETC lane of the toll station are all various ETC vehicles which do not need to be specially checked, and besides the difference of ETC vehicle types, the factors influencing the traffic of the ETC lane are more important to be blocked in the traffic of the ETC lane caused by equipment faults, data reading failure, vehicle error entering the ETC lane and other reasons; the ETC traffic abnormal occurrence rate can be obtained by combining with investigation, and the ETC lane traffic capacity of the entrance and the exit of the toll station can be obtained;
s3, acquiring the occurrence rate of ETC traffic abnormality, and respectively calculating the traffic capacity of ETC lanes at the entrance and the exit of the toll station based on the comprehensive traffic time of the normal traffic of ETC vehicles at the entrance and the exit of the toll station;
the calculation expressions of the ETC lane traffic capacities of the entrance and the exit of the toll station in the step S3 are as follows:
Figure BDA0003693320420000072
Figure BDA0003693320420000073
wherein C is re And C ce Respectively representing ETC lane traffic capacity at a toll station entrance and ETC lane traffic capacity at a toll station exit, and f represents the occurrence rate of ETC lane traffic abnormality;
s4, acquiring the annual 30 th hour traffic volume of the entrance and the exit of the expressway as the measured peak hour traffic volume Q of the entrance of the toll station r Measuring and calculating peak hour traffic quantity Q of export c ；
According to the scheme, the annual 30 th hour traffic volume of the entrance and the exit of the expressway is obtained to serve as the traffic volume of the toll station for measuring and calculating peak hours, and a basis is provided for calculating the number of ETC lanes on the entrance and the exit of the toll station respectively;
all trucks, whether ETC is installed or not, need to enter the expressway through the mixed lanes, so that the number of ETC lanes actually needed to be put into operation at the entrance or the exit of a toll station in the peak period of traffic flow is related to the traffic volume of the entrance or the exit measuring peak hours and the ETC vehicle duty ratio and the passenger car duty ratio in the traffic volume;
s5, acquiring the ETC vehicle ratio in the traffic volume of the entrance and the exit of the toll station and the passenger car ratio in the traffic volume of the entrance and the exit of the toll station, and respectively calculating to obtain the number of ETC lanes on the entrance and the exit of the toll station based on the calculation results of the step S1, the step S2, the step S3 and the step S4;
the calculation expressions of the number of ETC lanes at the entrance and the exit of the toll station in the step S5 are as follows:
Figure BDA0003693320420000081
Figure BDA0003693320420000082
Figure BDA0003693320420000083
Figure BDA0003693320420000084
m∈{pc 1 ,pc 2 ,pc 3 ,pc 4 }
wherein N is re And N ce Indicating the number of ETC lanes at the entrance of the toll station and the number of ETC lanes at the exit of the toll station, k, respectively re And k ce Respectively representing the ETC vehicle duty ratio in the toll gate entrance traffic volume and the ETC vehicle duty ratio in the toll gate exit traffic volume, k rk And k ck Representing the passenger car duty ratio in the entrance traffic volume of the toll station and the passenger car duty ratio in the exit traffic volume of the toll station respectively,
Figure BDA0003693320420000085
and->
Figure BDA0003693320420000086
The duty ratio of the class m passenger car in the entrance traffic volume of the toll station and the duty ratio of the class m passenger car in the exit traffic volume of the toll station are respectively expressed.
According to the method for measuring and calculating the number of ETC lanes in the expressway toll station, provided by the invention, according to the acquired current situation of the toll station, the actual traffic volume of different vehicle types in the 30 th hour of the whole year and the actual duty ratio of different vehicle types in traffic flow, and the average traffic time of different vehicle types in the ETC lanes obtained through investigation and statistics, the number of ETC lanes in the expressway toll station meeting the actual traffic demand in a certain future operation period is accurately calculated, and the calculation result can be used as the basis for realizing reconstruction and expansion of the toll station or adjusting the ETC lanes and equipment deployment of the ETC lanes.

Claims (2)

1. The method for measuring and calculating the number of ETC lanes in the highway toll station is characterized by comprising the following steps of:
s1, acquiring the duty ratios of ETC vehicles of different types in actual traffic flows of an entrance and an exit of a toll station, and respectively calculating the comprehensive traffic time for normal traffic of the ETC vehicles of the entrance and the exit of the toll station;
s2, acquiring average time consumption of manual guidance of the ETC own lane and average time consumption of guidance of ETC lane change guidance, and calculating to obtain ETC manual guidance operation efficiency;
the calculation expression of the ETC manual guiding operation efficiency in the step S2 is as follows:
Figure FDA0004184636760000011
wherein T is ey Indicating the efficiency of the ETC manual guidance operation,
Figure FDA0004184636760000012
and->
Figure FDA0004184636760000013
The duty ratio of ETC vehicle fault lane guidance in all manual guidance and the average time consumption of ETC lane manual guidance are respectively represented, and the vehicle is in the form of +.>
Figure FDA0004184636760000014
Average boot time consumption representing ETC lane change boot;
s3, acquiring the occurrence rate of ETC traffic abnormality, and respectively calculating the traffic capacity of ETC lanes at the entrance and the exit of the toll station based on the comprehensive traffic time of the normal traffic of ETC vehicles at the entrance and the exit of the toll station;
the calculation expressions of the ETC lane traffic capacities of the entrance and the exit of the toll station in the step S3 are as follows:
Figure FDA0004184636760000015
Figure FDA0004184636760000016
wherein C is re And C ce Respectively representing ETC lane traffic capacity at a toll station entrance and ETC lane traffic capacity at a toll station exit, and f represents the occurrence rate of ETC lane traffic abnormality;
s4, acquiring the annual 30 th hour traffic volume of the entrance and the exit of the expressway as the measured peak hour traffic volume Q of the entrance of the toll station r Measuring and calculating peak hour traffic quantity Q of export c ；
S5, acquiring the ETC vehicle ratio in the traffic volume of the entrance and the exit of the toll station and the passenger car ratio in the traffic volume of the entrance and the exit of the toll station, and respectively calculating to obtain the number of ETC lanes on the entrance and the exit of the toll station based on the calculation results of the step S1, the step S2, the step S3 and the step S4;
the calculation expressions of the number of ETC lanes at the entrance and the exit of the toll station in the step S5 are as follows:
Figure FDA0004184636760000021
Figure FDA0004184636760000022
Figure FDA0004184636760000023
Figure FDA0004184636760000024
m∈{pc 1 ,pc 2 ,pc 3 ,pc 4 }
wherein N is re And N ce Indicating the number of ETC lanes at the entrance of the toll station and the number of ETC lanes at the exit of the toll station, k, respectively re And k ce Respectively representing the ETC vehicle duty ratio in the toll gate entrance traffic volume and the ETC vehicle duty ratio in the toll gate exit traffic volume, k rk And k ck Respectively represent toll station entrancesThe passenger car duty ratio in the traffic volume and the passenger car duty ratio in the traffic volume of the toll gate outlet,
Figure FDA0004184636760000025
and->
Figure FDA0004184636760000026
The duty ratio of the class m passenger car in the entrance traffic volume of the toll station and the duty ratio of the class m passenger car in the exit traffic volume of the toll station are respectively expressed.
2. The method for measuring and calculating the number of lanes of ETC for a highway toll station according to claim 1, wherein the calculation expressions for the total traffic time for the normal traffic of the toll station entrance and exit ETC vehicles in step S1 are as follows:
Figure FDA0004184636760000027
Figure FDA0004184636760000028
n∈{pc 1 ,pc 2 ,pc 3 ,pc 4 ,truck 1 ,truck 2 ,truck 3 ,truck 4 ,truck 5 ,truck 6 }
wherein T is re And T ce The comprehensive traffic time of the normal traffic of the ETC vehicles at the entrance of the toll station and the comprehensive traffic time of the normal traffic of the ETC vehicles at the exit of the toll station are respectively represented,
Figure FDA0004184636760000029
representing the average passing time of the type n ETC vehicle model at the entrance or exit of the toll station, +.>
Figure FDA00041846367600000210
And->
Figure FDA00041846367600000211
Respectively representing the duty ratio of the nth class ETC vehicle in the entrance traffic volume of the toll station and the duty ratio of the nth class ETC vehicle in the exit traffic volume of the toll station, pc 1 、pc 2 、pc 3 And pc 4 Representing a first class passenger car, a second class passenger car, a third class passenger car and a fourth class passenger car, and a truck 1 、truck 2 、truck 3 、truck 4 、truck 5 And a structure 6 Respectively representing a first type truck, a second type truck, a third type truck, a fourth type truck, a fifth type truck and a sixth type truck.
CN202210667236.5A 2022-06-14 2022-06-14 Method for measuring and calculating number of ETC lanes on highway toll station Active CN115083155B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202210667236.5A CN115083155B (en) 2022-06-14 2022-06-14 Method for measuring and calculating number of ETC lanes on highway toll station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202210667236.5A CN115083155B (en) 2022-06-14 2022-06-14 Method for measuring and calculating number of ETC lanes on highway toll station

Publications (2)

Publication Number Publication Date
CN115083155A CN115083155A (en) 2022-09-20
CN115083155B true CN115083155B (en) 2023-06-27

Family

ID=83251902

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202210667236.5A Active CN115083155B (en) 2022-06-14 2022-06-14 Method for measuring and calculating number of ETC lanes on highway toll station

Country Status (1)

Country Link
CN (1) CN115083155B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115731713A (en) * 2022-11-30 2023-03-03 广东联合电子服务股份有限公司 Method for predicting high-speed exit and time of abnormal vehicle

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08297795A (en) * 1995-04-26 1996-11-12 Hitachi Ltd Lane operating method for toll road
JP2004295253A (en) * 2003-03-25 2004-10-21 Matsushita Electric Ind Co Ltd Tollgate lane operation system
JP2015082200A (en) * 2013-10-22 2015-04-27 アルパイン株式会社 Tollgate lane guide device and tollgate lane guide method
CN105788009A (en) * 2014-12-26 2016-07-20 深圳成谷科技有限公司 Artificial/electronic mixed charging low speed passing lane system and construction method thereof
CN106991824A (en) * 2017-05-23 2017-07-28 招商局重庆交通科研设计院有限公司 Charge station's vehicle queue Forecasting Methodology
JP2019117602A (en) * 2017-12-27 2019-07-18 株式会社東芝 Tollgate etc server, etc system, tollgate device of etc system, and method of updating central device of etc system

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4628659B2 (en) * 2003-08-08 2011-02-09 鹿島建設株式会社 Tollgate Lane Operation Method
JP4854185B2 (en) * 2004-06-03 2012-01-18 富士通株式会社 Toll road use management system and toll road use management method
JP2008210279A (en) * 2007-02-27 2008-09-11 Hitachi Systems & Services Ltd Toll gate system in toll road
JP5151256B2 (en) * 2007-06-01 2013-02-27 株式会社デンソー Lane guidance system and ETC in-vehicle device
CN102184580A (en) * 2011-05-17 2011-09-14 王铁中 Multi-functional toll collection lane controlling and managing system of toll road
CN104794919B (en) * 2015-04-28 2016-03-02 辽宁省交通规划设计院 A kind of autoroute track resource real-time optimization collocation method
CN108986457B (en) * 2018-07-02 2020-12-11 东南大学 ETC lane layout scheme evaluation method based on traffic conflict analysis
CN109949098B (en) * 2019-03-22 2020-12-08 山西省交通规划勘察设计院有限公司 Method for calculating number of lanes of highway toll station
CN110930527A (en) * 2019-12-16 2020-03-27 交通运输部路网监测与应急处置中心 Method and system for processing vehicle passing of single vehicle in ETC lane
CN112766662A (en) * 2020-12-31 2021-05-07 北京掌行通信息技术有限公司 Method, device, electronic equipment and medium for determining operation capability of toll station

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08297795A (en) * 1995-04-26 1996-11-12 Hitachi Ltd Lane operating method for toll road
JP2004295253A (en) * 2003-03-25 2004-10-21 Matsushita Electric Ind Co Ltd Tollgate lane operation system
JP2015082200A (en) * 2013-10-22 2015-04-27 アルパイン株式会社 Tollgate lane guide device and tollgate lane guide method
CN105788009A (en) * 2014-12-26 2016-07-20 深圳成谷科技有限公司 Artificial/electronic mixed charging low speed passing lane system and construction method thereof
CN106991824A (en) * 2017-05-23 2017-07-28 招商局重庆交通科研设计院有限公司 Charge station's vehicle queue Forecasting Methodology
JP2019117602A (en) * 2017-12-27 2019-07-18 株式会社東芝 Tollgate etc server, etc system, tollgate device of etc system, and method of updating central device of etc system

Also Published As

Publication number Publication date
CN115083155A (en) 2022-09-20

Similar Documents

Publication Publication Date Title
CN104464295B (en) A kind of overhead Entrance ramp intelligence restricted driving method based on video
Gordon Intelligent transportation systems
CN115083155B (en) Method for measuring and calculating number of ETC lanes on highway toll station
EP2235692B1 (en) Process for updating the scheduling of a service stop for a machine
CN106203662A (en) A kind of based on ETC system realize highway pass through reservation method
CN111625752B (en) Dynamic truck scale metering method with automatic parameter fitting function
CN111260820B (en) Bus-free early warning method and system
KR20140028801A (en) Prediction of urban congestion using its based data
CN101236642A (en) Classified passenger flow monitoring system and its method based on ticketing data
CN109166313A (en) A kind of spilling method for early warning according to car data excessively
CN113643539A (en) Intelligent traffic control system based on big data
CN112150802B (en) Urban road grade division method based on ground bus running state reliability
CN115909727A (en) Toll station efficiency monitoring method and device
CN116579527A (en) Intelligent analysis management system for oil statistical data of enterprise
Roh Data-driven sustainability validation of winter traffic model through spatial transferability of the model’s parameters between functionally homogeneous and heterogeneous highway segments
CN103280109B (en) The acquisition methods of hourage and device, prognoses system
CN115083158B (en) Method for measuring and calculating number of mixed lanes of highway toll station
CN105303246A (en) Multiline arrival time prediction for public transportation
Roh Diagnosing the effects of weather factors on cold region highway traffic operation with two layers of nonparametric statistical analysis
CN114550459A (en) Method for accurately predicting bus arrival based on big data and dynamic multidimensional
CN110245788B (en) Subway passenger flow short-term prediction method based on card swiping data
Fekpe et al. Highway Performance Monitoring System Traffic Data for High-Volume Routes: Best Practices and Guidelines
May et al. Automatic diagnostics of loop detectors and the data collection system in the Berkeley Highway Lab
CN117408436B (en) Method and system for estimating number of passengers in bus route stations
Zegeer Identification of hazardous locations on rural highways in Kentucky

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