CN113969523A - double-Y type reciprocating toll lane control system and setting method - Google Patents

double-Y type reciprocating toll lane control system and setting method Download PDF

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CN113969523A
CN113969523A CN202111232284.3A CN202111232284A CN113969523A CN 113969523 A CN113969523 A CN 113969523A CN 202111232284 A CN202111232284 A CN 202111232284A CN 113969523 A CN113969523 A CN 113969523A
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toll
abnormal
vehicle
lane
vehicles
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CN113969523B (en
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张军
王树兴
宋浪
孙凌峰
王少飞
高岩
俞山川
郭子英
王秀振
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Shandong Hi Speed Co Ltd
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Shandong Hi Speed Co Ltd
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
    • E01C1/002—Design or lay-out of roads, e.g. street systems, cross-sections ; Design for noise abatement, e.g. sunken road
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F13/00—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions
    • E01F13/04—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions movable to allow or prevent passage
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/12—Continuous barriers extending along roads or between traffic lanes and having means for providing occasional passage, e.g. for emergency vehicles
    • 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
    • G07B15/063—Arrangements for road pricing or congestion charging of vehicles or vehicle users, e.g. automatic toll systems using wireless information transmission between the vehicle and a fixed station

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  • Civil Engineering (AREA)
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  • Business, Economics & Management (AREA)
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  • Devices For Checking Fares Or Tickets At Control Points (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)
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Abstract

The invention relates to a double-Y type reciprocating toll lane control system and a setting method, belonging to the field of traffic engineering. The control system provides a specific double-Y type reciprocating toll lane setting method according to the geometric layout of the toll lane; the method comprises the steps of determining two disposal methods of abnormal vehicles which fail to pay free-flow at a toll station ETC, and determining a judgment basis for selecting the two disposal methods of the abnormal vehicles. According to the invention, through optimization and improvement of the geometric layout of the toll lane of the toll station, the problem of secondary recognition and payment of abnormal vehicles of the ETC free flow toll system of the highway main line toll station is solved, the integral traffic capacity of the toll station is improved on the premise of ensuring traffic safety, and the labor cost is reduced.

Description

double-Y type reciprocating toll lane control system and setting method
Technical Field
The invention belongs to the field of traffic engineering, and relates to a double-Y type reciprocating toll lane control system and a setting method.
Background
When the service level of the toll station can not meet the traffic demand, the phenomena of traffic jam and long queue can be formed in the square, so that drivers are further prompted to take unsafe traffic behaviors such as changing or seizing toll lanes, and the traffic jam is aggravated. With the increasing of the reserved quantity of motor vehicles, some highway main line toll stations built in early days can not meet traffic demands, traffic jam frequently occurs, and due to the limitation of land conditions, physical capacity expansion modes such as lane expansion are difficult to adopt, so that intelligent capacity expansion modes with higher flexibility such as lane control, variable speed limit control, equipment upgrading and reconstruction and fine management are discussed for relevant departments, and the intelligent capacity expansion modes are gradually popularized and applied.
In recent years, in order to improve the passing efficiency of ETC, the passing bottleneck of the existing toll station is broken through, a free flow toll collection mode of the highway mainline toll station ETC is explored and popularized, the application in the toll station in Guangzhou airport high-speed ternary is found, the time consumption of lane passing can be reduced to 1.6s from 4s, the passing capacity is improved by 25%, and the passing efficiency of the toll station is greatly improved. ETC free flow charges and peels off traditional toll station ETC charge + verification link, removes ETC toll equipment to the certain distance in front of the toll station, and ETC charges is accomplished to the thread in advance, and original toll station department only carries out the abnormal vehicle secondary discernment that the charge was verified and was paid fee failure and pays fee, under the prerequisite of not expanding the toll lane, reaches the purpose of trading the time with the space, promotes the whole trafficability of toll station.
However, due to the abnormal situations that a vehicle runs into an ETC lane in violation of a deliberate fee evasion, ETC free flow fee deduction failure, and an OBU device is not installed, a manual toll lane for secondary recognition and payment of an abnormal vehicle needs to be separately arranged for the ETC free flow toll collection area, and the manual toll lane needs to be used with ETC free flow toll collection at the same time, when the number of abnormal vehicles is small, human resources and traffic resources are wasted, and even the traffic capacity of the toll station is possibly reduced. From the above analysis, the prior art lacks an abnormal vehicle handling method for toll station ETC free flow payment failure.
Disclosure of Invention
In view of the above, the present invention provides a dual Y-type reciprocating toll collection lane control system and a setting method thereof, which solve the problem of secondary recognition and payment of abnormal vehicles in an ETC free flow toll collection system of an expressway main line toll collection station by optimizing and improving the geometric layout of a toll collection lane of the toll collection station, improve the overall traffic capacity of the toll collection station on the premise of ensuring traffic safety, and reduce labor cost.
In order to achieve the purpose, the invention provides the following technical scheme:
a double-Y type reciprocating toll lane control system comprises a toll station exit mixed lane arranged on the right side and an ETC free flow toll lane arranged on the left side; the system further comprises: adding a set of artificial toll collection devices on the basis of the original ETC free flow toll collection device on a first exit lane closest to the central separation zone toll collection island; the method specifically comprises the following steps: arranging a first toll booth at one side of the central division zone toll island close to the exit for the manual toll collection of a first exit lane; a fifth railing is arranged at the tail end of the central separation belt charging island;
installing a set of artificial charging device and a set of artificial card issuing device on a first entrance lane closest to the central separation zone charging island; the method specifically comprises the following steps: a second toll booth is arranged on one side of the central division zone toll island close to the entrance and used for manual card issuing and manual toll collection of the first entrance lane, a third handrail is arranged at the head end of the first entrance toll island, and a fourth handrail is arranged at the tail end of the first entrance toll island; and opening the central separation belt in front of and behind the central separation belt toll island, and arranging a first railing and a second railing.
Further, the system is used for disposing abnormal vehicles which fail to pay free-flow ETC in toll stations, and comprises two abnormal vehicle disposing methods: the first disposal method is that the first toll booth is not started, and the first exit lane is in an ETC free flow toll collection mode; the second way of dealing with this is that the first and second rails always remain down.
Further, the first method for handling an abnormal vehicle specifically includes the following steps:
s101: the abnormal vehicles are notified to wait at the first railing in a broadcasting way or the workers guide the abnormal vehicles to the first railing, and the first railing and the second railing are kept falling at the moment;
s102: when the third handrail falls down, the staff in the second toll booth sends the cards to the high-speed vehicles in the first entrance lane, the fourth handrail is lifted up, the cards are released, and the fourth handrail falls down, at this time, the first entrance lane is initialized;
s103: the second toll booth is switched to a manual toll mode, the first handrail is lifted, the abnormal vehicle with the lower high speed drives into the first entrance lane, after the manual toll is finished by the staff of the second toll booth, the second handrail is lifted, the abnormal vehicle is released, and at the moment, the third handrail and the fourth handrail always fall down;
s104: after all abnormal vehicles are disposed, the first rail and the second rail fall down, the first entrance lane is initialized, and the second toll booth is switched to the manual card issuing mode.
Further, a second method for handling an abnormal vehicle specifically includes the steps of:
s111: starting the first toll booth, and converting the ETC free flow charging mode of the first exit lane into an artificial charging mode;
s112: and the abnormal vehicle runs to the first exit lane, and after manual charging, the fifth handrail is lifted up to release the abnormal vehicle.
Further, determining a criterion for selecting two abnormal vehicle handling methods comprises:
the judgment is based on one: if the number of the abnormal vehicles staying at the first railing exceeds the number of the vehicles which can be accommodated, the normal fee deducting vehicles can be influenced to use the first exit lane, and a second abnormal vehicle handling method is selected;
the judgment basis is two: if selecting the first abnormal vehicle handling method would cause a disturbance to a high-speed vehicle on the first entrance lane, the second abnormal vehicle handling method should be selected.
Further, the specific calculation method according to the second criterion is as follows:
the traffic demand for selecting the first entry lane is:
Figure BDA0003316483130000031
in the formula, qs1Selecting a traffic demand of a first entrance lane for the high-speed vehicle, vehicle/h; q. q.ssFor high speed vehicle traffic demand, vehicle/h; gamma raysrSelecting the proportion of users for manually issuing cards; n is a radical ofsrIssuing the number of lanes for the manual operation;
when an abnormal vehicle appears, the second toll booth is switched from the manual card issuing mode to the manual charging mode, and after an abnormal vehicle is processed, the time required for switching to the manual card issuing mode is as follows:
τ＝max{t4+t1,tsx}+τx+max{t2+t3,txs} (2)
wherein tau is the minimum time, s, required by the first entrance lane to process an abnormal vehicle; t is t4The time required for the upper high-speed vehicle to run out of the fourth railing after receiving the card issuing service is finished; t is t1The time required for the abnormal vehicle with lower high speed to pass from the first railing to the second toll booth s; t is tsxThe time, s, required for the second toll booth equipment to be converted from the manual card issuing mode to the manual charging mode; tau isxAverage service time, s, for the abnormal vehicle to receive the toll service of the second toll booth; t is t2The time s required for the abnormal vehicle with the lower high speed to drive out the second railing after receiving the charging service; t is t3The time, s, required for the high-speed vehicle to reach the second toll booth from the third handrail; t is txsIs the second to receiveThe time required for the kiosk device to be converted from a manual charging mode to a manual card issuing mode is s;
under the premise of not influencing the use of the first entrance lane for the high-speed vehicles, the number of the abnormal vehicles which can be processed is as follows:
Figure BDA0003316483130000032
in the formula (II), q'xE,maxThe number of abnormal vehicles which can be processed by the first entrance lane is, vehicle/h; lambda is the average arrival rate of the first entrance lane selected by the high-speed vehicle, vehicle/s; n is the number of abnormal vehicles waiting for processing at the first railing;
and the number of abnormal vehicles that ETC free flow of toll station paid and failed is:
q′xE＝qxγxEδE (4)
in the formula (II), q'xEThe number of abnormal vehicles/h which fail to pay free flow for the ETC of the toll station; q. q.sxThe vehicle/h is the traffic demand of the lower high-speed vehicle; gamma rayxESelecting the proportion of users who pay ETC free flow; deltaEThe proportion of ETC free flow payment failure;
if the abnormal vehicle does not interfere with the high-speed vehicle on the first entrance lane, when q'xE>q′xE,maxThen, a second abnormal vehicle handling method should be selected.
The invention has the beneficial effects that: the invention provides two abnormal vehicle disposal methods by optimizing and improving the geometric layout of the toll station toll lane, further establishes a judgment basis for selecting the two abnormal vehicle disposal methods, and provides a scientific and reasonable solution for the secondary recognition payment of the abnormal vehicles of the ETC free flow toll collection system of the highway main line toll station. On the premise of not influencing the use of high-speed vehicles on the entrance lane, the abnormal vehicles with lower high speed borrow the innermost entrance lane to realize payment, so that an artificial toll collection window is avoided being independently arranged, the labor cost is reduced, the operation efficiency of ETC free flow toll collection is also ensured, and the integral traffic capacity of the toll station is improved.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention. The objectives and other advantages of the invention may be realized and attained by the means of the instrumentalities and combinations particularly pointed out hereinafter.
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For the purposes of promoting a better understanding of the objects, aspects and advantages of the invention, reference will now be made to the following detailed description taken in conjunction with the accompanying drawings in which:
fig. 1 is a schematic structural diagram of a double Y-type reciprocating toll lane setting method of the present invention.
Detailed Description
The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the disclosure of the present specification. The invention is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention. It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present invention in a schematic way, and the features in the following embodiments and examples may be combined with each other without conflict.
Wherein the showings are for the purpose of illustrating the invention only and not for the purpose of limiting the same, and in which there is shown by way of illustration only and not in the drawings in which there is no intention to limit the invention thereto; to better illustrate the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by terms such as "upper", "lower", "left", "right", "front", "rear", etc., based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of description, but it is not an indication or suggestion that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes, and are not to be construed as limiting the present invention, and the specific meaning of the terms may be understood by those skilled in the art according to specific situations.
Please refer to fig. 1, which is a setting method of a double-Y type reciprocating toll lane control system, and a specific setting method of the double-Y type reciprocating toll lane is provided according to the geometric layout of the toll lane; the method comprises the steps of determining two disposal methods of abnormal vehicles which fail to pay free-flow at a toll station ETC, and determining a judgment basis for selecting the two disposal methods of the abnormal vehicles.
The setting method of the double Y-type reciprocating toll lane comprises the following steps: the exit mixed lane of the toll station is arranged on the right side, the ETC free flow toll lane is arranged on the left side, the exit lane 1 closest to the central division zone toll island is additionally provided with a set of artificial toll collection device on the basis of the original ETC free flow toll collection device, one side of the central division zone toll island close to the exit is provided with a toll booth 1 for the artificial toll collection of the exit lane 1, and the tail end of the toll island is provided with a railing 5; the entrance lane 1 of the toll station closest to the central division zone toll island is provided with a set of artificial toll collection device and a set of artificial card issuing device, one side of the central division zone toll island close to the entrance is provided with a toll booth 2 for artificial card issuing and artificial toll collection in the entrance lane 1, the head end of the entrance toll island 1 is provided with a rail 3, and the tail end of the entrance toll island 1 is provided with a rail 4; the central separation belt in front of and behind the central separation belt toll island is opened, and a railing 1 and a railing 2 are arranged.
A first abnormal vehicle handling method includes:
step 1: the abnormal vehicles are informed to wait at the railing 1 in a broadcasting way or the staff guides the abnormal vehicles to the railing 1, and at the moment, the railing 1 and the railing 2 keep falling;
step 2: the railing 3 falls down, the staff in the toll booth 2 sends the card to the high-speed vehicle in the entrance lane 1, the railing 4 is lifted, the card-sent vehicle is released, the railing 4 falls down, and the entrance lane 1 is initialized at the moment;
and step 3: the toll booth 2 is switched to a manual toll mode, the handrail 1 is lifted, abnormal vehicles with lower high speed drive into the entrance lane 1, after the workers of the toll booth 2 complete manual toll collection, the handrail 2 is lifted to let the abnormal vehicles pass, and at the moment, the handrail 3 and the handrail 4 always fall down;
and 4, step 4: after all abnormal vehicles are disposed, the railings 1 and the railings 2 fall down, the entrance lane 1 is initialized, and the toll booth 2 is switched to a manual card issuing mode.
In the first abnormal vehicle handling method, the toll booth 1 is not activated, and the exit lane 1 is in the ETC free flow toll collection mode.
The second abnormal vehicle handling method includes:
step 1: starting the toll booth 1, and converting the exit lane 1 from an ETC free flow toll collection mode to an artificial toll collection mode;
step 1: the abnormal vehicle runs to the exit lane 1, and after manual charging, the railing 5 is lifted to release the abnormal vehicle.
In the second abnormal vehicle disposing method, the balustrade 1 and the balustrade 2 are always kept falling.
The judgment basis for determining and selecting two abnormal vehicle handling methods comprises the following steps:
the judgment basis is 1: if the number of abnormal vehicles staying on the railing 1 exceeds the number of vehicles which can be accommodated, the normal fee deducting vehicles can influence the use of the exit lane 1, and a second abnormal vehicle disposal method is selected.
The judgment basis is 2: if the first abnormal-vehicle handling method is selected to cause a disturbance to a high-speed vehicle on the entrance lane 1, the second abnormal-vehicle handling method should be selected.
The specific calculation method of the discrimination basis 2 is as follows:
the traffic demand of the selected entry lane 1 is
Figure BDA0003316483130000051
In the formula, qs1Selecting the traffic demand of an entrance lane 1 for high-speed vehicles, vehicle/h; q. q.ssFor high speed vehicle traffic demand, vehicle/h; gamma raysrSelecting the proportion of users for manually issuing cards; n is a radical ofsrThe number of lanes is issued for the manual work in use.
When abnormal vehicles appear, the toll booth 2 is switched from the manual card issuing mode to the manual charging mode, and the time required for switching to the manual card issuing mode after processing one abnormal vehicle is as follows
τ＝max{t4+t1,tsx}+τx+max{t2+t3,txs} (2)
In the formula: τ is the minimum time, s, required for the entry lane 1 to handle an abnormal vehicle; t is t4The time required for the upper high-speed vehicle to go out of the railing 4 after receiving the card issuing service; t is t1The time, s, required for the abnormal vehicle at the lower high speed to get from the balustrade 1 to the toll booth 2; t is tsxThe time, s, required for the toll booth 2 equipment to be converted from the manual card issuing mode to the manual charging mode; tau isxAverage service time, s, for the abnormal vehicle to receive the toll service of the toll booth 2; t is t2The time s required for the abnormal vehicle with the lower high speed to exit the railing 2 after receiving the charging service; t is t3The time, s, required for the upper high-speed vehicle to reach the tollbooth 2 from the balustrade 3; t is txsThe time, s, required for the toll booth 2 to switch the device from the manual charging mode to the manual card issuing mode.
The number of abnormal vehicles which can be processed on the premise of not influencing the use of the entrance lane 1 for high-speed vehicles is
Figure BDA0003316483130000061
In the formula (II), q'xE,maxThe number of abnormal vehicles that the entrance lane 1 can handle, vehicle/h; lambda is the average arrival rate of the high-speed vehicle selecting entrance lane 1, vehicle/s; n is the number of abnormal vehicles waiting for processing at the railing 1.
The number of abnormal vehicles which fail to pay free flow at toll station ETC is
q′xE＝qxγxEδE (4)
In the formula (II), q'xEThe number of abnormal vehicles/h which fail to pay free flow for the ETC of the toll station; q. q.sxThe vehicle/h is the traffic demand of the lower high-speed vehicle; gamma rayxESelecting the proportion of users who pay ETC free flow; deltaEAnd (4) paying the failure proportion for the ETC free flow.
Q 'if no abnormal vehicle is expected to interfere with the high-speed vehicle on the entrance lane 1'xE>q′xE,maxThen, a second abnormal vehicle handling approach should be selected.
Finally, the above embodiments are only intended to illustrate the technical solutions of the present invention and not to limit the present invention, and although the present invention has been described in detail with reference to the preferred embodiments, it will be understood by those skilled in the art that modifications or equivalent substitutions may be made on the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all of them should be covered by the claims of the present invention.

Claims (6)

1. A double-Y type reciprocating toll lane control system comprises a toll station exit mixed lane arranged on the right side and an ETC free flow toll lane arranged on the left side; characterized in that, the system also includes:
adding a set of artificial toll collection devices on the basis of the original ETC free flow toll collection device on a first exit lane closest to the central separation zone toll collection island; the method specifically comprises the following steps: arranging a first toll booth at one side of the central division zone toll island close to the exit for the manual toll collection of a first exit lane; a fifth railing is arranged at the tail end of the central separation belt charging island;
installing a set of artificial charging device and a set of artificial card issuing device on a first entrance lane closest to the central separation zone charging island; the method specifically comprises the following steps: a second toll booth is arranged on one side of the central division zone toll island close to the entrance and used for manual card issuing and manual toll collection of the first entrance lane, a third handrail is arranged at the head end of the first entrance toll island, and a fourth handrail is arranged at the tail end of the first entrance toll island; and opening the central separation belt in front of and behind the central separation belt toll island, and arranging a first railing and a second railing.
2. The dual Y-type reciprocal toll lane control system according to claim 1, wherein the system is used for disposing abnormal vehicles which fail to pay free-flow at toll station ETC, and comprises two abnormal vehicle disposing methods: the first disposal method is that the first toll booth is not started, and the first exit lane is in an ETC free flow toll collection mode; the second way of dealing with this is that the first and second rails always remain down.
3. The double Y-type reciprocal toll lane control system according to claim 2, wherein the first method for dealing with an abnormal vehicle specifically includes the steps of:
s101: the abnormal vehicles are notified to wait at the first railing in a broadcasting way or the workers guide the abnormal vehicles to the first railing, and the first railing and the second railing are kept falling at the moment;
s102: when the third handrail falls down, the staff in the second toll booth sends the cards to the high-speed vehicles in the first entrance lane, the fourth handrail is lifted up, the cards are released, and the fourth handrail falls down, at this time, the first entrance lane is initialized;
s103: the second toll booth is switched to a manual toll mode, the first handrail is lifted, the abnormal vehicle with the lower high speed drives into the first entrance lane, after the manual toll is finished by the staff of the second toll booth, the second handrail is lifted, the abnormal vehicle is released, and at the moment, the third handrail and the fourth handrail always fall down;
s104: after all abnormal vehicles are disposed, the first rail and the second rail fall down, the first entrance lane is initialized, and the second toll booth is switched to the manual card issuing mode.
4. The double Y-type reciprocal toll lane control system according to claim 2, wherein the second abnormal vehicle handling method specifically includes the steps of:
s111: starting the first toll booth, and converting the ETC free flow charging mode of the first exit lane into an artificial charging mode;
s112: and the abnormal vehicle runs to the first exit lane, and after manual charging, the fifth handrail is lifted up to release the abnormal vehicle.
5. The dual Y-shuttle toll lane control system according to claim 2, wherein determining a criterion for selecting two abnormal vehicle handling methods comprises:
the judgment is based on one: if the number of the abnormal vehicles staying at the first railing exceeds the number of the vehicles which can be accommodated, the normal fee deducting vehicles can be influenced to use the first exit lane, and a second abnormal vehicle handling method is selected;
the judgment basis is two: if selecting the first abnormal vehicle handling method would cause a disturbance to a high-speed vehicle on the first entrance lane, the second abnormal vehicle handling method should be selected.
6. The system of claim 5, wherein the specific calculation method for determining the second criterion is:
the traffic demand for selecting the first entry lane is:
Figure FDA0003316483120000021
in the formula, qs1Selecting a traffic demand of a first entrance lane for the high-speed vehicle, vehicle/h; q. q.ssFor high speed vehicle traffic demand, vehicle/h; gamma raysrSelecting the proportion of users for manually issuing cards; n is a radical ofsrIssuing the number of lanes for the manual operation;
when an abnormal vehicle appears, the second toll booth is switched from the manual card issuing mode to the manual charging mode, and after an abnormal vehicle is processed, the time required for switching to the manual card issuing mode is as follows:
τ＝max{t4+t1,tsx}+τx+max{t2+t3,txs} (2)
where τ is the first entry laneMinimum time, s, required to process an abnormal vehicle; t is t4The time required for the upper high-speed vehicle to run out of the fourth railing after receiving the card issuing service is finished; t is t1The time required for the abnormal vehicle with lower high speed to pass from the first railing to the second toll booth s; t is tsxThe time, s, required for the second toll booth equipment to be converted from the manual card issuing mode to the manual charging mode; tau isxAverage service time, s, for the abnormal vehicle to receive the toll service of the second toll booth; t is t2The time s required for the abnormal vehicle with the lower high speed to drive out the second railing after receiving the charging service; t is t3The time, s, required for the high-speed vehicle to reach the second toll booth from the third handrail; t is txsThe time, s, required for the second toll booth equipment to be converted from the manual charging mode to the manual card issuing mode;
under the premise of not influencing the use of the first entrance lane for the high-speed vehicles, the number of the abnormal vehicles which can be processed is as follows:
Figure FDA0003316483120000022
in the formula (II), q'xE,maxThe number of abnormal vehicles which can be processed by the first entrance lane is, vehicle/h; lambda is the average arrival rate of the first entrance lane selected by the high-speed vehicle, vehicle/s; n is the number of abnormal vehicles waiting for processing at the first railing; and the number of abnormal vehicles that ETC free flow of toll station paid and failed is:
q′xE＝qxγxEδE (4)
in the formula (II), q'xEThe number of abnormal vehicles/h which fail to pay free flow for the ETC of the toll station; q. q.sxThe vehicle/h is the traffic demand of the lower high-speed vehicle; gamma rayxESelecting the proportion of users who pay ETC free flow; deltaEThe proportion of ETC free flow payment failure;
if the abnormal vehicle does not interfere with the high-speed vehicle on the first entrance lane, when q'xE>q′xE,maxThen, a second abnormal vehicle handling method should be selected.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115083158A (en) * 2022-06-14 2022-09-20 四川交通职业技术学院 Method for measuring and calculating number of due mixed lanes of highway toll station
CN115439942A (en) * 2022-08-12 2022-12-06 北京云星宇交通科技股份有限公司 Centralized management and control system and method for highway toll station based on intelligent lane guiding and adjusting

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN204833373U (en) * 2015-05-20 2015-12-02 广东诚泰交通科技发展有限公司 ETC and MTC mixed lane charging system
CN208384639U (en) * 2018-04-12 2019-01-15 交通运输部路网监测与应急处置中心 A kind of lane high speed ETC vehicle is deducted fees system
CN111270903A (en) * 2020-02-24 2020-06-12 广州沣雷交通科技股份有限公司 High-speed toll station system based on modular structure construction
CN111583432A (en) * 2020-05-22 2020-08-25 上海海事大学 Novel highway toll channel structure, control method, device and storage device
CN112215972A (en) * 2020-09-22 2021-01-12 西安工程大学 Stepped ferry type ETC lane traffic control system and control method thereof
CN212515908U (en) * 2020-03-10 2021-02-09 北京博宇通达科技有限公司 Free flow charging system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN204833373U (en) * 2015-05-20 2015-12-02 广东诚泰交通科技发展有限公司 ETC and MTC mixed lane charging system
CN208384639U (en) * 2018-04-12 2019-01-15 交通运输部路网监测与应急处置中心 A kind of lane high speed ETC vehicle is deducted fees system
CN111270903A (en) * 2020-02-24 2020-06-12 广州沣雷交通科技股份有限公司 High-speed toll station system based on modular structure construction
CN212515908U (en) * 2020-03-10 2021-02-09 北京博宇通达科技有限公司 Free flow charging system
CN111583432A (en) * 2020-05-22 2020-08-25 上海海事大学 Novel highway toll channel structure, control method, device and storage device
CN112215972A (en) * 2020-09-22 2021-01-12 西安工程大学 Stepped ferry type ETC lane traffic control system and control method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115083158A (en) * 2022-06-14 2022-09-20 四川交通职业技术学院 Method for measuring and calculating number of due mixed lanes of highway toll station
CN115439942A (en) * 2022-08-12 2022-12-06 北京云星宇交通科技股份有限公司 Centralized management and control system and method for highway toll station based on intelligent lane guiding and adjusting
CN115439942B (en) * 2022-08-12 2023-07-07 北京云星宇交通科技股份有限公司 Expressway toll station centralized management and control system and method based on intelligent lane guide adjustment

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