A method, system, and electronic equipment for rapid release of traffic at highway exit sections.

By acquiring vehicle datasets to calculate congestion loss value and rapid release thresholds, the problem of insufficient release rate at highway exit ramps was solved, achieving reasonable and rapid release and credit optimization, thus alleviating congestion and reducing losses.

CN117854167BActive Publication Date: 2026-05-26ZHEJIANG POLICE COLLEGE

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
ZHEJIANG POLICE COLLEGE
Filing Date
2024-01-08
Publication Date
2026-05-26

AI Technical Summary

Technical Problem

Congestion at highway exit ramps occurs because the rate of vehicle release is less than the rate of queue length growth, resulting in excessively long vehicle dwell times and economic losses. The existing ETC toll collection system has failed to effectively solve this problem.

Method used

By acquiring vehicle datasets, the congestion loss value and fast release threshold are calculated. Based on the calculation results, a decision is made on whether to grant fast release and the vehicle credit score is updated after release to optimize the release strategy.

Benefits of technology

This enabled the reasonable and rapid release of traffic at highway exit ramps, alleviating congestion, reducing losses caused by slow traffic, and improving operational efficiency.

✦ Generated by Eureka AI based on patent content.

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Abstract

This invention provides a method, system, and electronic equipment for rapid release of traffic at highway exit sections, relating to the field of highway traffic management. The method includes: calculating, based on waiting status data of several vehicles waiting to be released at the highway exit section, the predicted losses caused by congestion and the predicted losses after rapid release of these vehicles; when the predicted losses due to congestion exceed the predicted losses after rapid release, to reduce further losses for the public, the vehicles waiting to be released from congestion at the highway exit section are rapidly released. This invention, based on the predicted losses due to congestion and the predicted losses after rapid release, comprehensively judges whether rapid release is necessary, achieving reasonable and rapid traffic release on highways, thus alleviating congestion at highway exit ramps and reducing losses caused by slow traffic at exit ramps.
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Description

Technical Field

[0001] This invention relates to the field of highway traffic management technology, and in particular to a method, system and electronic equipment for rapid release of traffic at highway exit sections. Background Technology

[0002] Highways are the main arteries of the transportation industry's economic operation. Currently, highways generally implement an exit toll system, requiring vehicles to pay tolls at exit ramps before leaving the highway. However, in reality, due to road area limitations, the total length of exit ramps is finite; there are no exit ramps that can accommodate an unlimited number of vehicles. Coupled with the presence of manual toll collection and release, a situation arises where the release rate is less than the rate of queue length increase, leading to ever-growing queues and congestion at exit ramps. Slow release due to congestion results in unnecessary waiting time for vehicles, causing economic losses and a poor experience for the public. Conversely, releasing vehicles without restraint during congestion leads to economic losses for highway operators. The introduction of ETC (Electronic Toll Collection) lanes, which has been widely promoted in recent years, has alleviated this situation by automatically identifying and deducting tolls, saving time on manual verification, collection, and release. However, it has not fundamentally eliminated the problem. Therefore, addressing the above issues and mitigating unnecessary waiting at highway exit ramps while reducing economic losses caused by congestion has become a major challenge for maintaining smooth highway operation. Summary of the Invention

[0003] The purpose of this invention is to provide a method, system, and electronic equipment for rapid release of traffic at highway exit sections, thereby achieving reasonable and rapid release of traffic on highways and reducing losses caused by slow traffic at exit ramps.

[0004] To achieve the above objectives, the present invention provides the following solution:

[0005] On the one hand, the present invention provides a method for rapid release of traffic at highway exit sections, comprising the following steps:

[0006] Obtain the dataset of vehicles waiting to be released at the highway exit section. The dataset includes waiting status data for several vehicles located at the highway exit section; for any given vehicle, the waiting status data includes license plate number, ramp dwell time, highway toll, normal passage time, number of passengers, and credit score.

[0007] Based on the dataset of vehicles awaiting release, the congestion loss value and the fast release threshold are calculated. The congestion loss value is the predicted loss incurred by several vehicles awaiting release at the highway exit due to congestion; the fast release threshold is the predicted loss incurred after fast release of several vehicles awaiting release at the highway exit.

[0008] If the congestion loss value is greater than the fast release threshold, then fast release will be made for several vehicles waiting to be released at the highway exit section; otherwise, no adjustment will be made, and the process will proceed to step: Obtain the dataset of vehicles waiting to be released at the highway exit section.

[0009] Alternatively, the value of congestion losses can be calculated using the following formula:

[0010]

[0011] Where Lose represents the congestion loss value, i represents the ID of the vehicle waiting to be released, n represents the number of vehicles waiting to be released at the highway exit section, and st i Let t be the ramp dwell time of the i-th vehicle waiting for passage. i p represents the normal passage time for the i-th vehicle waiting to be released. i Let f(oil) represent the number of passengers in the i-th vehicle waiting to be released, v represent the average time value per person, and f(oil) represent the number of passengers in the i-th vehicle waiting to be released. i Let be the additional fuel consumption value of the i-th vehicle waiting to be released. Let be the average fuel consumption per unit time for the i-th vehicle waiting to be released.

[0012] Optionally, the fast release threshold can be calculated using the following formula:

[0013]

[0014] Where Threshold is the fast release threshold, i is the number of the vehicle waiting to be released, n is the number of vehicles waiting to be released at the highway exit section, and tf i For the highway toll of the i-th vehicle waiting to be released, η i Let be the credit score of the i-th vehicle awaiting release.

[0015] Optionally, after quickly releasing several vehicles waiting to exit at the highway exit section, the rapid release method for the highway exit section may also include:

[0016] After waiting for the first preset time interval, proceed to step: Obtain the dataset of vehicles waiting to be released at the highway exit section.

[0017] Alternatively, the rapid release method for highway exit sections also includes:

[0018] When quickly releasing several vehicles waiting to be released at the exit section of the expressway, for each vehicle that has passed the quick release, the toll fee to be paid for the vehicle is determined based on the expressway toll fee of the vehicle, and the vehicle is notified to pay the toll fee within a second preset time interval.

[0019] After waiting for the second preset time interval, for each vehicle that has passed the fast release, the credit rating of the vehicle to be released is updated according to the payment status of the vehicle to be released; the payment status is either paid or unpaid.

[0020] Optionally, the credit rating of vehicles awaiting release can be updated based on their payment history, specifically including:

[0021] If the payment status of the vehicle to be released is "paid", the credit score of the vehicle to be released will be increased by the first preset ratio; otherwise, the credit score of the vehicle to be released will be decreased by the second preset ratio. The credit score of the vehicle to be released is in the range of [0-1].

[0022] Optionally, obtain the dataset of vehicles waiting to be released at the highway exit section, specifically including:

[0023] For any vehicle waiting to be released at a highway exit section, obtain the vehicle's license plate number.

[0024] Based on the license plate number of the vehicle to be released, obtain the vehicle type, highway toll, and entry time of the vehicle.

[0025] The ramp dwell time for vehicles awaiting release is determined based on the current time and the time when the vehicles entered the ramp.

[0026] Based on the type of motor vehicle awaiting release, determine the normal passage time, number of passengers, and credit rating of the vehicles awaiting release.

[0027] The waiting status data of vehicles awaiting release is determined based on their license plate number, ramp dwell time, highway toll, normal passage time, number of passengers, and credit rating.

[0028] Based on the waiting status data of all vehicles waiting to be released at the highway exit section, determine the dataset of vehicles waiting to be released at the highway exit section.

[0029] Optionally, obtain the dataset of vehicles waiting to be released at the highway exit section, specifically including:

[0030] For any vehicle waiting to be released at a highway exit section, obtain the vehicle's license plate number.

[0031] Based on the license plate number of the vehicle to be released, obtain the entry time of the vehicle onto the ramp, the highway toll, the normal passage time, the number of passengers, and the credit rating of the vehicle.

[0032] The ramp dwell time for vehicles awaiting release is determined based on the current time and the time when the vehicles entered the ramp.

[0033] The waiting status data of vehicles awaiting release is determined based on their license plate number, ramp dwell time, highway toll, normal passage time, number of passengers, and credit rating.

[0034] Based on the waiting status data of all vehicles waiting to be released at the highway exit section, determine the dataset of vehicles waiting to be released at the highway exit section.

[0035] On the other hand, corresponding to the aforementioned method for rapid release of highway exit sections, the present invention also provides a system for rapid release of highway exit sections, wherein the system for rapid release of highway exit sections, when run by a computer, executes the method for rapid release of highway exit sections as described above.

[0036] On the other hand, corresponding to the aforementioned method for rapid release of highway exit sections, the present invention also provides an electronic device, which includes a memory and a processor. The memory stores a computer program, and when the computer program is run by the processor, it executes the method for rapid release of highway exit sections as described above.

[0037] According to specific embodiments provided by the present invention, the present invention discloses the following technical effects:

[0038] This invention provides a method, system, and electronic equipment for rapid passage at highway exit sections. The method includes: acquiring waiting status data of several vehicles waiting to be released at the highway exit section; calculating the predicted losses caused by congestion and the predicted losses after rapid release of these vehicles; and, to reduce further losses for the public, rapidly releasing these vehicles at the highway exit section when the predicted losses due to congestion are greater than the predicted losses after rapid release. Otherwise, no adjustment is made. Compared to existing control mechanisms that rely on manual or ETC-based toll collection and release, this invention comprehensively judges whether rapid release is necessary based on the predicted losses due to congestion and the predicted losses after rapid release, achieving reasonable and rapid passage on highways. This alleviates congestion at highway exit ramps and reduces losses caused by slow traffic at exit ramps. Attached Figure Description

[0039] To more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the drawings used in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0040] Figure 1 A flowchart illustrating a rapid release method for a highway exit section provided in Embodiment 1 of the present invention;

[0041] Figure 2 A flowchart illustrating one embodiment of step A1 in the rapid release method for highway exit sections provided in Embodiment 1 of the present invention;

[0042] Figure 3 A flowchart of another implementation of step A1 in the rapid release method for highway exit sections provided in Embodiment 1 of the present invention;

[0043] Figure 4 This is a schematic diagram of the structure of a rapid release system for a highway exit section provided in Embodiment 2 of the present invention. Detailed Implementation

[0044] The technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of the present invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0045] The purpose of this invention is to provide a method, system, and electronic equipment for rapid release of traffic at highway exit sections, thereby achieving reasonable and rapid release of traffic on highways and reducing losses caused by slow traffic at exit ramps.

[0046] To make the above-mentioned objects, features and advantages of the present invention more apparent and understandable, the present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.

[0047] Example 1:

[0048] This embodiment provides a method for rapid release of traffic at highway exit sections, such as... Figure 1 The flowchart shown illustrates the rapid release method for highway exit sections provided in this embodiment, which includes the following steps:

[0049] A1. Obtain the dataset of vehicles waiting to be released at the highway exit section. The dataset of vehicles waiting to be released includes the waiting status data of several vehicles located at the highway exit section; for any vehicle waiting to be released, the waiting status data includes license plate number, ramp dwell time, highway toll, normal passage time, number of passengers, and credit score.

[0050] As an optional implementation method, in this embodiment, the current development of video surveillance technology and big data technology provides a fast and convenient means to obtain accurate information about motor vehicles. When a vehicle enters the highway, cameras along the route can record the vehicle's entry point, driving position, driving time, and exit position. Therefore, as... Figure 2 The flowchart shown illustrates that step A1, obtaining the dataset of vehicles awaiting release at the highway exit section, specifically includes the following steps:

[0051] A11. For any vehicle waiting to be released at a highway exit section, obtain the license plate number of the vehicle. In this embodiment, a camera is installed at the entrance of the exit section to photograph vehicles entering the exit section, and a camera is also installed at the exit of the exit section to photograph vehicles leaving the exit section. When congestion occurs, all the photographed license plate numbers can be filtered to obtain the license plate numbers of the vehicles waiting to be released within the exit section.

[0052] A12. Based on the license plate number of the vehicle awaiting release, obtain the vehicle type, highway toll, and entry time of the vehicle. The time when the license plate number of the vehicle awaiting release was first captured by the camera at the exit section entrance determines the entry time of the vehicle. Further, based on the license plate number, the vehicle registration information can be obtained, thus determining the vehicle type. And based on the vehicle's entry point and its current exit position, the highway toll for that vehicle can be calculated.

[0053] A13. Determine the ramp dwell time for vehicles waiting to be released based on the current time and the time when the vehicles enter the ramp.

[0054] A14. Determine the normal passage time, passenger capacity, and credit rating of the vehicles awaiting release based on their motor vehicle type. In this embodiment, motor vehicle types can be categorized into private passenger cars, commercial passenger cars, freight cars, company non-freight vehicles, toll-free vehicles, and other vehicles; the normal passage time, passenger capacity, and credit rating of the vehicles awaiting release are estimated based on the motor vehicle type and previous manual survey records. The estimated normal passage times for private passenger cars, commercial passenger cars, freight trucks, corporate non-freight vehicles, toll-free vehicles, and other vehicles are tt1, tt2, tt3, tt4, tt5, and tt6, respectively; the passenger capacity for each type of vehicle is p1, p2, p3, p4, p5, and p6, respectively; and the credit ratings for each type of vehicle are η1, η2, η3, η4, η5, and η6, respectively, with a range of [0,1]. A higher credit rating indicates a higher probability of paying the toll after quick passage. Based on the type of vehicle to be released, the above-mentioned normal passage time, passenger capacity, and credit rating are selected and assigned values ​​to these parameters.

[0055] A15. Determine the waiting status data of vehicles waiting to be released based on their license plate number, ramp dwell time, highway toll, normal passage time, number of passengers, and credit rating.

[0056] A16. Based on the waiting status data of all vehicles waiting to be released at the highway exit section, determine the dataset of vehicles waiting to be released at the highway exit section.

[0057] As another alternative implementation method, such as Figure 3 The flowchart shown, step A1, obtaining the dataset of vehicles waiting to be released at the highway exit section, can further include:

[0058] B11. For any vehicle waiting to be released at the highway exit section, obtain the license plate number of the vehicle. In this embodiment, a camera is set up at the entrance of the exit section to photograph vehicles entering the exit section, and a camera is also set up at the exit of the exit section to photograph vehicles leaving the exit section. When congestion occurs, all the photographed license plate numbers can be filtered to obtain the license plate numbers of the vehicles waiting to be released within the exit section.

[0059] B12. Based on the license plate number of the vehicle awaiting release, obtain the vehicle's entry time on the ramp, highway toll, normal travel time, passenger capacity, and credit score. The entry time of the vehicle is determined by the time the license plate number is first captured by the camera at the exit section entrance. Further, based on the license plate number, the vehicle's entry point and current exit position can be obtained, and the highway toll for that vehicle can be calculated. Unlike step A12 above, this implementation does not obtain the vehicle's motor vehicle type, nor does it classify the vehicle's motor vehicle type to determine the normal travel time, passenger capacity, and credit score. Instead, it directly sets the normal travel time, passenger capacity, and credit score based on the vehicle's license plate number. That is, for each vehicle awaiting release, there is a corresponding normal travel time tt. i Number of passengers p i And credit rating η i The credit score ranges from [0,1]. A higher credit score indicates a higher probability of paying the toll after quick release. Based on the type of motor vehicle to be released, the above-mentioned normal passage time, number of passengers, and credit score are selected and assigned values ​​to the normal passage time, number of passengers, and credit score of the vehicle to be released.

[0060] B13. Determine the ramp dwell time for vehicles waiting to be released based on the current time and the time when the vehicles enter the ramp.

[0061] B14. Determine the waiting status data of vehicles waiting to be released based on their license plate number, ramp dwell time, highway toll, normal passage time, number of passengers, and credit rating.

[0062] B15. Based on the waiting status data of all vehicles waiting to be released at the highway exit section, determine the dataset of vehicles waiting to be released at the highway exit section.

[0063] A2. Based on the dataset of vehicles awaiting release, calculate the congestion loss value and the fast release threshold. The congestion loss value is the predicted loss caused by congestion for several vehicles awaiting release at the highway exit section; the fast release threshold is the predicted loss after fast release of several vehicles awaiting release at the highway exit section. Specifically, in this embodiment, the congestion loss value is calculated according to equation (1).

[0064]

[0065] Where Lose represents the congestion loss value, i represents the ID of the vehicle waiting to be released, n represents the number of vehicles waiting to be released at the highway exit section, and st i Let t be the ramp dwell time of the i-th vehicle waiting for passage. ip represents the normal passage time for the i-th vehicle waiting to be released. i Let f(oil) represent the number of passengers in the i-th vehicle waiting to be released, v represent the average time value per person, and f(oil) represent the number of passengers in the i-th vehicle waiting to be released. i ) represents the additional fuel consumption value of the i-th vehicle waiting to be released, which can be calculated according to formula (2).

[0066]

[0067] Among them, o i Let be the average fuel consumption per unit time for the i-th vehicle waiting to be released, expressed in yuan / second. Generally, the average fuel consumption per unit time is related to the type of vehicle.

[0068] The fast release threshold is calculated according to equation (3).

[0069]

[0070] Where Threshold is the fast release threshold, i is the number of the vehicle waiting to be released, n is the number of vehicles waiting to be released at the highway exit section, and tf i For the highway toll of the i-th vehicle waiting to be released, η i Let be the credit score of the i-th vehicle awaiting release.

[0071] A3. Determine whether the congestion loss value is greater than the fast release threshold. If yes, proceed to step A4; otherwise, do not make any adjustments and jump to step A1.

[0072] A4. Rapidly release several vehicles waiting to exit the highway. In this embodiment, variable message signs are installed at the intersection of the exit ramp and the main line, at the entrance barrier in front of the exit ramp booth, and in the middle of the exit ramp. Rapid release information is displayed on the variable message signs when it begins and ends.

[0073] Understandably, to avoid too many unrecorded vehicles waiting to be released passing through, a rapid release process is not a long one. However, a rapid release time that is too short is also not a good option, as it may result in a batch of vehicles not being able to pass completely. Therefore, after rapidly releasing a number of vehicles waiting to be released at highway exit sections, the rapid release methods for highway exit sections also include:

[0074] After waiting for the first preset time interval, proceed to step: Obtain the dataset of vehicles awaiting release at the highway exit section. The first preset time interval should be based on the time taken for a batch of vehicles to complete rapid release. The batch size is the number of vehicles the highway exit section can accommodate; however, it can also be selected within a reasonable time range based on actual application. In this embodiment, to maintain continuity and avoid driver confusion due to sudden command changes, the first preset time interval is set to 3 minutes. That is, once rapid release is implemented, it should last at least 3 minutes, after which a reassessment will be conducted.

[0075] Steps A1 to A3 above only consider that the predicted losses caused by congestion at highway exit sections will increase over time. When the predicted losses exceed those caused by expedited release of these vehicles, expedited release is implemented to reduce further losses for the public. However, this does not mean that highway tolls will not be collected from these vehicles. Therefore, the expedited release method at highway exit sections in this embodiment also includes:

[0076] When expediting the passage of several vehicles waiting to exit a highway, for each vehicle that has been expedited, the outstanding toll fee is determined based on the vehicle's existing highway toll, and the vehicle is notified to pay the outstanding toll fee within a second preset time interval. A text message may be sent to the contact number registered on the vehicle registration certificate of the vehicle enjoying expedited passage, reminding the driver that "To alleviate congestion, a 'leave first, pay later' service was provided at a certain highway exit on [date]. The total highway toll fee is [amount] yuan, which can be paid via a certain app or website; otherwise, it can be paid together the next time you use the highway."

[0077] After waiting for the second preset time interval, for each vehicle awaiting release via fast-track release, its credit score is updated based on its payment status. If the vehicle has paid, its credit score is increased by a first preset percentage; otherwise, it is decreased by a second preset percentage. The credit score range for a vehicle awaiting release is [0-1]. Payment status is either paid or unpaid. For vehicles that complete payment within the second preset time interval, their credit score is assigned 110% of its original value. For vehicles that do not complete payment within the second preset time interval, their credit score is assigned 60% of its original value. Upon their next entry onto the highway, outstanding fees and current fees are collected together.

[0078] Of course, the above scheme is only one approach. In other implementations, the system can be set to assign a credit score of 1 to motor vehicles that pay the toll before their next use of the highway, and 110% of the original credit score to motor vehicles that pay the toll together when they use the highway for the next time, with a maximum of 1. If a motor vehicle refuses to pay the toll together when it uses the highway for the next time, it may not be allowed to pay the toll together in order to avoid affecting the traffic order of other motor vehicles. The system will assign a credit score of 0.6 times the original value and coordinate with other departments to take corresponding punitive measures.

[0079] This embodiment provides a method for rapid release at highway exit sections. Based on the waiting status data of several vehicles waiting to be released at the highway exit section, it calculates the predicted losses caused by congestion and the predicted losses after rapid release. When the predicted losses due to congestion exceed the predicted losses after rapid release, the vehicles waiting to be released at the highway exit section are rapidly released to reduce further losses for the public. Compared to existing control mechanisms that rely on manual or ETC toll collection before release, this embodiment achieves reasonable and rapid release of highway traffic, alleviating congestion at highway exit ramps and reducing losses caused by slow traffic at exit ramps.

[0080] Example 2:

[0081] Furthermore, the method of Embodiment 1 of the present invention can also be used by means of Figure 4 The architecture of the rapid release system at the highway exit section is shown. Figure 4 As shown, the rapid release system for the highway exit section may include a module for acquiring a dataset of vehicles awaiting release, a module for calculating congestion loss value, a module for calculating rapid release threshold, a first judgment module, and a rapid release module; some modules may also have sub-units for implementing their functions; for example, the module for acquiring a dataset of vehicles awaiting release may also include a license plate number acquisition unit, a vehicle type acquisition unit, a highway entry station acquisition unit, a highway toll calculation unit, a ramp entry time acquisition unit, a ramp dwell time calculation unit, a normal passage time determination unit, a passenger capacity determination unit, a credit rating determination unit, a waiting status data determination unit, and a dataset of vehicles awaiting release determination unit. Of course, Figure 4 The architecture shown is merely exemplary; it can be omitted as needed when implementing different functionalities. Figure 4 One or at least two components of the system shown.

[0082] Example 3:

[0083] Furthermore, the method of Embodiment 1 of the present invention can also be implemented by means of an electronic device, which includes a memory and a processor. The memory stores a corresponding computer program, and when the computer program is run by the processor, it executes a method for rapid release of highway exit sections as described in Embodiment 1.

[0084] Specific examples are used in this article, but the above description is only to illustrate the principles and implementation methods of the present invention. The description of the above embodiments is only for the purpose of helping to understand the method and core ideas of the present invention. Those skilled in the art should understand that the various modules or steps of the present invention described above can be implemented using general-purpose computer devices. Optionally, they can be implemented using computer-executable program code, and thus, they can be stored in a storage device for execution by a computer device, or they can be fabricated as separate integrated circuit modules, or multiple modules or steps can be fabricated as a single integrated circuit module. The present invention is not limited to any specific combination of hardware and software.

[0085] Furthermore, those skilled in the art will recognize that, based on the principles of this invention, there will be variations in the specific implementation methods and application scope. Therefore, the content of this specification should not be construed as limiting the invention.

Claims

1. A method for rapid release of traffic at a highway exit section, characterized in that, include: Obtain the dataset of vehicles waiting to be released at the highway exit section; The waiting vehicle data set includes waiting status data of several vehicles located at the highway exit section; for any waiting vehicle, the waiting status data includes license plate number, ramp dwell time, highway toll, normal passage time, number of passengers and credit rating. Based on the dataset of vehicles awaiting release, the congestion loss value and the fast release threshold are calculated; the congestion loss value is the predicted loss value caused by congestion for several vehicles awaiting release at the highway exit section; the fast release threshold is the predicted loss value after fast release of several vehicles awaiting release at the highway exit section. If the congestion loss value is greater than the fast release threshold, then several vehicles waiting to be released at the highway exit section are released quickly; otherwise, no adjustment is made, and the process jumps to step: obtaining the dataset of vehicles waiting to be released at the highway exit section.

2. The rapid release method for highway exit sections according to claim 1, characterized in that, The value of congestion losses can be calculated using the following formula: ; ; in, Lose The loss of value due to congestion i The number of the vehicle awaiting release. n This refers to the number of vehicles waiting to be released at the highway exit section. For the first i The time a vehicle waits to be released on the ramp. For the first i The normal passage time for each vehicle waiting to be released. For the first i The number of passengers on each vehicle waiting to be released. v Value of time per person For the first i The additional fuel cost of each vehicle waiting to be released. For the first i Average fuel consumption per unit time for each vehicle waiting to be released.

3. The rapid release method for highway exit sections according to claim 1, characterized in that, The fast release threshold is calculated using the following formula: ; in, Threshold To quickly release the threshold, i The number of the vehicle awaiting release. n This refers to the number of vehicles waiting to be released at the highway exit section. For the first i The highway toll for each vehicle waiting to be released. For the first i The creditworthiness of vehicles awaiting release.

4. The rapid release method for highway exit sections according to claim 1, characterized in that, After quickly releasing several vehicles waiting to exit at the highway exit section, the rapid release method for the highway exit section also includes: After waiting for the first preset time interval, proceed to step: Obtain the dataset of vehicles waiting to be released at the highway exit section.

5. The rapid release method for highway exit sections according to claim 1, characterized in that, The rapid release method for highway exit sections also includes: When quickly releasing several vehicles waiting to be released at the exit section of the highway, for each vehicle that has passed through the quick release, the toll fee to be paid for the vehicle is determined based on the highway toll fee of the vehicle, and the vehicle is notified to pay the toll fee to be paid within a second preset time interval. After waiting for the second preset time interval, for each vehicle that has passed the fast release, the credit rating of the vehicle to be released is updated according to the payment status of the vehicle to be released; the payment status is either paid or not paid.

6. The rapid release method for highway exit sections according to claim 5, characterized in that, Based on the payment status of the vehicles awaiting release, update the credit rating of the vehicles awaiting release, specifically including: If the payment status of the vehicle to be released is that payment has been made, the credit score of the vehicle to be released will be increased by a first preset ratio; otherwise, the credit score of the vehicle to be released will be decreased by a second preset ratio; the credit score of the vehicle to be released is in the range of [0-1].

7. The rapid release method for highway exit sections according to claim 1, characterized in that, Obtain the dataset of vehicles waiting to be released at highway exit sections, specifically including: For any vehicle waiting to be released located at the highway exit section, obtain the license plate number of the vehicle waiting to be released; Based on the license plate number of the vehicle to be released, obtain the vehicle type, highway toll, and entry time of the vehicle. The ramp dwell time of the vehicle to be released is determined based on the current time and the time when the vehicle entered the ramp. Based on the type of motor vehicle of the vehicle to be released, determine the normal passage time, number of passengers and credit rating of the vehicle to be released; The waiting status data of the vehicles to be released is determined based on their license plate number, ramp dwell time, highway toll, normal passage time, number of passengers, and credit rating. Based on the waiting status data of all vehicles waiting to be released at the highway exit section, determine the dataset of vehicles waiting to be released at the highway exit section.

8. The rapid release method for highway exit sections according to claim 1, characterized in that, Obtain the dataset of vehicles waiting to be released at highway exit sections, specifically including: For any vehicle waiting to be released located at the highway exit section, obtain the license plate number of the vehicle waiting to be released; Based on the license plate number of the vehicle to be released, obtain the entry time of the vehicle on the ramp, the highway toll, the normal passage time, the number of passengers and the credit rating of the vehicle to be released; The ramp dwell time of the vehicle to be released is determined based on the current time and the time when the vehicle entered the ramp. The waiting status data of the vehicles to be released is determined based on their license plate number, ramp dwell time, highway toll, normal passage time, number of passengers, and credit rating. Based on the waiting status data of all vehicles waiting to be released at the highway exit section, determine the dataset of vehicles waiting to be released at the highway exit section.

9. A rapid release system for highway exit sections, characterized in that, When the expressway exit section rapid release system is run by a computer, it executes a rapid release method for expressway exit sections as described in any one of claims 1-8.

10. An electronic device, characterized in that, The electronic device includes a memory and a processor. The memory stores a computer program, which, when executed by the processor, performs a rapid release method for a highway exit section as described in any one of claims 1-8.