CN115953903A - A method for continuous passage of straight vehicles at intersections based on the Internet of Things - Google Patents
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Abstract
本申请公开了一种基于物联网的交叉口直行车辆连续通行方法,包括:根据预设规则对交叉口进行分区设置,获取主路和次路直行车道内车辆的行驶速度和车辆位置;对于到达第三控制断面的车辆,基于预设期望调控速度和控制区域,在车辆到达第二控制断面之前将车辆与同一车道中前车的车头时距调整为最小调控车头时距,并根据预设加速度将行驶速度调整为预设期望调控速度;控制车辆以预设期望调控速度和最小调控车头时距到达第一控制断面,按照预设连续流通行方式通过控制区域。本发明能够在保证车辆安全的前提下,对车辆进行车头时距和车辆速度的调整,通过预设连续流通行方式使车辆在交叉口物理区不停车通过,提高车辆通过交叉口的效率和安全性。
The present application discloses a method for continuous passage of through-going vehicles at intersections based on the Internet of Things, including: setting up partitions for intersections according to preset rules, and obtaining the driving speed and vehicle position of vehicles in the through lanes of main roads and secondary roads; The vehicle in the third control section adjusts the headway between the vehicle and the vehicle ahead in the same lane to the minimum before the vehicle reaches the second control section based on the preset expected speed and control area, and adjusts the headway according to the preset acceleration Adjusting the driving speed to the preset desired regulation speed; controlling the vehicle to reach the first control section at the preset desired regulation speed and the minimum regulation headway, and passing through the control area according to the preset continuous flow mode. The invention can adjust the headway and vehicle speed of the vehicle under the premise of ensuring the safety of the vehicle, and make the vehicle pass through the physical area of the intersection without stopping through the preset continuous flow mode, thereby improving the efficiency and safety of the vehicle passing through the intersection sex.
Description
技术领域Technical Field
本发明涉及智能交通技术领域,具体涉及一种基于物联网的交叉口直行车辆连续通行方法。The present invention relates to the field of intelligent transportation technology, and in particular to a method for continuous passage of straight-moving vehicles at an intersection based on the Internet of Things.
背景技术Background Art
现有交叉口一般通过信号灯控制等集中式交通管控模式,令车辆在停车线停车等待并在绿灯相位以较低速通过信号交叉口,这严重影响了交叉口的通行效率。随着车路协同和物联网技术的发展,可通过物联网技术在路侧实时监测和追踪车辆位置以及速度,并利用路侧调控系统分析和优化车辆轨迹,同时路侧调控系统与道路车辆的交互可直接调控车辆行为,使得精细化调控策略得以实现。Existing intersections generally use centralized traffic control modes such as signal light control, which requires vehicles to stop and wait at the stop line and pass through the signal intersection at a lower speed during the green light phase, which seriously affects the traffic efficiency of the intersection. With the development of vehicle-road collaboration and Internet of Things technology, the Internet of Things technology can be used to monitor and track the vehicle position and speed in real time on the roadside, and the roadside control system can be used to analyze and optimize the vehicle trajectory. At the same time, the interaction between the roadside control system and road vehicles can directly control vehicle behavior, so that refined control strategies can be implemented.
为保证车辆在交叉口安全高效通行,调控策略需要考虑不同进口方向直行车辆在交叉口的冲突,尤其是保障不同进口方向直行车辆同时连续通过交叉口时的安全。除对向车流外,交叉口各进口方向的车流相互影响,通过交叉口时车辆轨迹在交叉口物理区均存在公共区域,无法形成连续流,降低了交叉口的通行效率,造成交叉口成为城市拥堵的关键节点。交叉口车辆相互影响的车流特性,也是交叉口车流连续通过和精细化调控策略的难点。In order to ensure the safe and efficient passage of vehicles at intersections, the control strategy needs to consider the conflicts between vehicles going straight from different entrance directions at intersections, especially to ensure the safety of vehicles going straight from different entrance directions when they pass through the intersection continuously at the same time. In addition to the oncoming traffic, the traffic from each entrance direction of the intersection affects each other. When passing through the intersection, the vehicle trajectories have a common area in the physical area of the intersection and cannot form a continuous flow, which reduces the traffic efficiency of the intersection and makes the intersection a key node of urban congestion. The traffic characteristics of vehicles at the intersection that affect each other are also the difficulty of the continuous passage of traffic at the intersection and the refined control strategy.
因此,需要提供一种基于物联网的交叉口直行车辆连续通行方法,解决现有技术中交叉口通过信号灯控制等集中式交通管控模式对车辆的通行进行管理,车辆在交叉口无法形成连续流,从而导致车辆通行安全性低、效率低的问题。Therefore, it is necessary to provide a method for continuous passage of straight-moving vehicles at intersections based on the Internet of Things to solve the problem that in the prior art, the passage of vehicles is managed through centralized traffic control modes such as signal light control at intersections, and vehicles cannot form a continuous flow at intersections, resulting in low vehicle passage safety and efficiency.
发明内容Summary of the invention
有鉴于此,有必要提供一种基于物联网的交叉口直行车辆连续通行方法,解决现有技术中交叉口通过信号灯控制等集中式交通管控模式对车辆的通行进行管理,车辆在交叉口无法形成连续流,从而导致车辆通行安全性低、效率低的技术问题。In view of this, it is necessary to provide a method for continuous passage of straight-moving vehicles at intersections based on the Internet of Things, so as to solve the technical problem that in the prior art, the passage of vehicles is managed through centralized traffic control modes such as signal light control at intersections, and vehicles cannot form a continuous flow at intersections, resulting in low safety and efficiency of vehicle passage.
为了解决上述问题,本发明提供一种基于物联网的交叉口直行车辆连续通行方法,包括:In order to solve the above problems, the present invention provides a method for continuous passage of straight-moving vehicles at an intersection based on the Internet of Things, comprising:
根据预设规则将交叉口分为控制区域、主路和次路,所述主路和次路均包括第一控制断面、第二控制断面和第三控制断面;Dividing the intersection into a control area, a main road and a secondary road according to a preset rule, wherein the main road and the secondary road each include a first control section, a second control section and a third control section;
获取所述主路和次路直行车道内车辆的行驶速度和车辆位置;Obtaining the driving speed and vehicle position of the vehicles in the through lanes of the main road and the secondary road;
对于到达所述第三控制断面的车辆,基于预设期望调控速度和所述控制区域,在车辆到达所述第二控制断面之前将所述车辆与同一车道中前车的车头时距调整为最小调控车头时距,并根据预设加速度将所述车辆的行驶速度调整为所述预设期望调控速度;For the vehicle arriving at the third control section, based on the preset expected control speed and the control area, before the vehicle arrives at the second control section, the headway between the vehicle and the preceding vehicle in the same lane is adjusted to the minimum control headway, and the driving speed of the vehicle is adjusted to the preset expected control speed according to the preset acceleration;
控制所述车辆以所述预设期望调控速度和最小调控车头时距到达所述第一控制断面,并按照预设连续流通行方式通过所述控制区域。The vehicle is controlled to reach the first control section at the preset expected control speed and the minimum control headway, and passes through the control area in a preset continuous flow mode.
进一步的,根据预设规则将交叉口分为控制区域、主路和次路,包括:Furthermore, the intersection is divided into a control area, a main road and a secondary road according to preset rules, including:
所述交叉口进口方向包括第一进口、第二进口、第三进口和第四进口,所述第一进口和第三进口为对向设置、第二进口和第四进口对向设置、第一进口和第二进口垂直设置;同一个进口包括多条车道;The intersection entrance direction includes a first entrance, a second entrance, a third entrance and a fourth entrance, the first entrance and the third entrance are arranged opposite to each other, the second entrance and the fourth entrance are arranged opposite to each other, and the first entrance and the second entrance are arranged perpendicularly; the same entrance includes multiple lanes;
所述主路上的车辆拥有优先行驶权;Vehicles on the main road have the right of priority;
所述控制区域为所述交叉口各进口最外侧直行车道右侧标线在交叉口物理区的延长线所包围的矩形区域;The control area is a rectangular area enclosed by the extension of the right side markings of the outermost through lanes at each entrance of the intersection in the physical area of the intersection;
所述第一控制断面为所述控制区域的边界线;所述第二控制断面与所述第一控制断面之间的间隔距离为预设适应段长度;所述第三控制断面与所述第二控制断面之间的间隔距离为预设整流段长度。The first control section is the boundary line of the control area; the distance between the second control section and the first control section is the preset adaptation section length; the distance between the third control section and the second control section is the preset rectification section length.
进一步的,所述预设期望调控速度基于道路基本通行能力计算模型确定,且不大于交叉口最大行驶速度。Furthermore, the preset expected control speed is determined based on a basic road capacity calculation model and is not greater than the maximum driving speed of the intersection.
进一步的,基于预设期望调控速度和所述控制区域,在车辆到达所述第二控制断面之前将所述车辆与同一车道中前车的车头时距调整为最小调控车头时距,包括:Further, based on the preset expected control speed and the control area, before the vehicle reaches the second control section, the headway between the vehicle and the preceding vehicle in the same lane is adjusted to a minimum control headway, including:
在一个通行周期内,所述主路的进口方向的直行车辆优先通过所述控制区域,而后所述次路的进口方向直行车辆利用所述主路进口方向车辆的车头时距的间隙通过所述控制区域;In a traffic cycle, straight-moving vehicles in the import direction of the main road have priority to pass through the control area, and then straight-moving vehicles in the import direction of the secondary road use the gap between the headway of vehicles in the import direction of the main road to pass through the control area;
当所述通行周期内主路的进口方向的直行车辆和所述次路的进口方向的直行车辆均通过所述控制区域后,进入下一个通行周期。When both the straight-moving vehicles in the entrance direction of the main road and the straight-moving vehicles in the entrance direction of the secondary road pass through the control area within the traffic cycle, the next traffic cycle is entered.
进一步的,所述通行周期根据每个所述进口的第一控制断面的宽度、每个所述进口的预设期望调控速度、车辆的车身长度和预留误差时间确定。Furthermore, the passage cycle is determined according to the width of the first control section of each of the entrances, the preset expected control speed of each of the entrances, the body length of the vehicle and the reserved error time.
进一步的,基于所述预设期望调控速度和所述控制区域,调整所述车辆与同一车道中前车的车头时距,包括:Further, based on the preset desired control speed and the control area, adjusting the headway time between the vehicle and a preceding vehicle in the same lane includes:
基于安全时距计算公式确定所述车辆与同一车道中前车的理论安全时距;Determining a theoretical safe time distance between the vehicle and a preceding vehicle in the same lane based on a safe time distance calculation formula;
根据所述预设期望调控速度和所述控制区域确定第一进口通行时间和第二进口通行时间;Determine a first inlet passage time and a second inlet passage time according to the preset desired control speed and the control area;
根据所述第一进口通行时间和第二进口通行时间得到通行周期;Obtaining a transit period according to the first import transit time and the second import transit time;
将所述理论安全时距和所述通行周期中的最大值作为所述最小调控车头时距。The maximum value between the theoretical safety time headway and the traffic cycle is used as the minimum regulated headway.
进一步的,当所述理论安全时距大于所述通行周期时,将所述理论安全时距与所述通行周期的差值平分至所述第一进口通行时间和第二进口通行时间,得到第一进口控制区域占用时间和第二进口控制区域占用时间;Furthermore, when the theoretical safety time head is greater than the traffic cycle, the difference between the theoretical safety time head and the traffic cycle is equally divided into the first import traffic time and the second import traffic time to obtain the first import control area occupation time and the second import control area occupation time;
第一进口方向的直行车辆与第二进口直行车辆依次按照第一交替时间和第二交替时间到达所述进口对应道路的第一控制断面;The straight-going vehicles in the first import direction and the straight-going vehicles in the second import direction arrive at the first control section of the road corresponding to the import in sequence according to the first alternation time and the second alternation time;
其中,所述第一交替时间为所述第一进口控制区域占用时间,所述第二交替时间为所述第二进口控制区域占用时间。The first alternating time is the occupation time of the first import control area, and the second alternating time is the occupation time of the second import control area.
进一步的,同一进口对应的不同车道上直行车辆保持整齐行驶,同时达到所述第一控制断面;Furthermore, the straight-moving vehicles on different lanes corresponding to the same entrance keep moving in an orderly manner and reach the first control section at the same time;
同一道路双向进口的直行车辆同时到达所述第一控制断面。The straight-moving vehicles at the two-way entrances of the same road arrive at the first control section at the same time.
进一步的,所述预设适应度长度根据所述同一车道中前车的车头时距和所述预设期望调控速度确定。Furthermore, the preset fitness length is determined according to the headway of the preceding vehicle in the same lane and the preset expected control speed.
进一步的,所述预设整流段长度根据所述车辆的行驶速度、所述预设期望调控速度和预设加速度确定。Furthermore, the preset straightening section length is determined according to the driving speed of the vehicle, the preset expected control speed and the preset acceleration.
与现有技术相比,本发明的有益效果包括:首先,设置控制区域、主路、次路,以及第一控制断面、第二控制断面和第三控制断面,并获取直行车道内车辆的行驶速度和车辆位置;其次,对到达第三控制断面的车辆进行车速和车头时距的调整,将车辆速度调整为预设期望调控速度、将车头时距调整为最小调控车头时距;最后,控制车辆以预设期望调控速度和最小调控车头时距到达第一控制断面,并按照预设连续流通性方式通过交叉口。本发明基于物联网获取车辆的速度、位置等信息,通过预设连续流通行方式使车辆在交叉口物理区不停车通过,打破传统的停车线等待放行的通行模式。通过设置第二控制断面和第三控制断面,能够在保证车辆安全的前提下,对车辆进行车头时距和车辆速度的调整,从而保证了车辆到达第一断面后,在交叉口的通行效率,开创了交叉冲突车流连续行驶的交通分布式调控新方向,具有极高的应用价值。Compared with the prior art, the beneficial effects of the present invention include: first, setting a control area, a main road, a secondary road, and a first control section, a second control section, and a third control section, and obtaining the driving speed and vehicle position of the vehicle in the straight lane; second, adjusting the vehicle speed and headway of the vehicle arriving at the third control section, adjusting the vehicle speed to a preset expected control speed, and adjusting the headway to a minimum control headway; finally, controlling the vehicle to arrive at the first control section at a preset expected control speed and a minimum control headway, and passing through the intersection in a preset continuous flow mode. The present invention obtains information such as the speed and position of the vehicle based on the Internet of Things, and allows the vehicle to pass through the physical area of the intersection without stopping through a preset continuous flow mode, breaking the traditional traffic mode of waiting for release at the stop line. By setting the second control section and the third control section, the headway and vehicle speed of the vehicle can be adjusted under the premise of ensuring vehicle safety, thereby ensuring the traffic efficiency of the vehicle at the intersection after arriving at the first section, creating a new direction of traffic distributed control for continuous driving of cross-conflicting traffic, and having extremely high application value.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本发明提供的基于物联网的交叉口直行车辆连续通行方法一实施例的流程示意图;FIG1 is a flow chart of an embodiment of a method for continuous passage of straight-moving vehicles at an intersection based on the Internet of Things provided by the present invention;
图2为本发明提供的交叉路口区域划分一实施例的示意图;FIG2 is a schematic diagram of an embodiment of the intersection area division provided by the present invention;
图3为本发明提供的同一车道相邻车辆的最小调控车头时距一实施例的示意图;FIG3 is a schematic diagram of an embodiment of the minimum control headway time between adjacent vehicles in the same lane provided by the present invention;
图4(a)为本发明提供的理论安全时距大于所述通行周期时执行车辆在控制区域的冲突程度一实施例的示意图;FIG4 (a) is a schematic diagram of an embodiment of executing the conflict degree of vehicles in the control area when the theoretical safety time head is greater than the traffic cycle provided by the present invention;
图4(b)为本发明提供的理论安全时距不大于所述通行周期时执行车辆在控制区域的冲突程度一实施例的示意图;FIG4( b ) is a schematic diagram of an embodiment of executing the conflict degree of vehicles in the control area when the theoretical safety time headroom provided by the present invention is not greater than the traffic cycle;
图5为本发明提供的主路对应进口方向为东西进口方向车辆通过交叉路口一实施例的示意图;5 is a schematic diagram of an embodiment of a main road provided by the present invention corresponding to an east-west import direction of the vehicle passing through the intersection;
图6为本发明提供的主路对应进口方向为南北进口方向车辆通过交叉路口一实施例的示意图。FIG6 is a schematic diagram of an embodiment of the present invention wherein the main road corresponding to the entrance direction is a north-south entrance direction for vehicles passing through an intersection.
具体实施方式DETAILED DESCRIPTION
下面结合附图来具体描述本发明的优选实施例,其中,附图构成本申请一部分,并与本发明的实施例一起用于阐释本发明的原理,并非用于限定本发明的范围。The preferred embodiments of the present invention are described in detail below in conjunction with the accompanying drawings, wherein the accompanying drawings constitute a part of this application and are used together with the embodiments of the present invention to illustrate the principles of the present invention, but are not used to limit the scope of the present invention.
在实施例描述之前,首先对本申请的相关术语进行说明。Before describing the embodiments, the relevant terms of the present application are first explained.
交叉口物理区:指交叉道路的重叠部分,它以交叉口转角及相邻的所有边界为限,通常被认为是交叉口的入口。Intersection physical area: refers to the overlapping part of the intersecting roads, which is limited to the intersection corner and all adjacent boundaries and is usually considered to be the entrance of the intersection.
下面对本申请的发明构思进行说明。The inventive concept of the present application is described below.
现有技术中,交叉口一般采用信号灯控制等集中式交通管理模式,车辆需要在停车线停车等待并在绿灯相位以较低速通过信号交叉口,严重影响了交叉口的通行效率。In the prior art, intersections generally use centralized traffic management modes such as signal light control. Vehicles need to stop and wait at the stop line and pass through the signal intersection at a lower speed during the green light phase, which seriously affects the traffic efficiency of the intersection.
随着车路协同和物联网技术的发展,可通过物联网技术在路侧实时监测和追踪车辆位置以及速度。本发明利用物联网技术实时检测车辆位置和速度,通过制定合理高效的调控策略,以车辆位置和速度为基础对车辆进行通行管理,使车辆在交叉口形成连续流,提高交叉口的通行安全性和效率。With the development of vehicle-road collaboration and Internet of Things technology, the location and speed of vehicles can be monitored and tracked in real time on the roadside through the Internet of Things technology. The present invention uses the Internet of Things technology to detect the location and speed of vehicles in real time, formulates a reasonable and efficient control strategy, manages the traffic of vehicles based on the location and speed of vehicles, and forms a continuous flow of vehicles at the intersection, thereby improving the traffic safety and efficiency of the intersection.
本发明实施例提供了一种基于物联网的交叉口直行车辆连续通行方法,如图1所示,图1是所述基于物联网的交叉口直行车辆连续通行方法的流程示意图,包括:An embodiment of the present invention provides a method for continuous passage of straight-moving vehicles at an intersection based on the Internet of Things, as shown in FIG1 , which is a schematic flow chart of the method for continuous passage of straight-moving vehicles at an intersection based on the Internet of Things, including:
步骤S101:根据预设规则将交叉口分为控制区域、主路和次路,所述主路和次路均包括第一控制断面、第二控制断面和第三控制断面;Step S101: Divide the intersection into a control area, a main road and a secondary road according to a preset rule, wherein the main road and the secondary road each include a first control section, a second control section and a third control section;
步骤S102:获取所述主路和次路所有直行车道上车辆的行驶速度和车辆位置;Step S102: Acquire the driving speed and vehicle position of vehicles on all through lanes of the main road and the secondary road;
步骤S103:对于到达所述第三控制断面的车辆,基于预设期望调控速度和所述控制区域,在车辆到达所述第二控制断面之前将所述车辆与同一车道中前车的车头时距调整为最小调控车头时距,并根据预设加速度将所述车辆的行驶速度调整为所述预设期望调控速度;Step S103: For the vehicle arriving at the third control section, based on the preset expected control speed and the control area, before the vehicle arrives at the second control section, the headway between the vehicle and the preceding vehicle in the same lane is adjusted to the minimum control headway, and the driving speed of the vehicle is adjusted to the preset expected control speed according to the preset acceleration;
步骤S104:控制所述车辆以所述预设期望调控速度和最小调控车头时距到达所述第一控制断面,并按照预设连续流通行方式通过所述控制区域。Step S104: Control the vehicle to reach the first control section at the preset expected control speed and the minimum control headway, and pass through the control area in a preset continuous flow mode.
本实施例提供的基于物联网的交叉口直行车辆连续通行方法,首先,设置控制区域、主路、次路,以及第一控制断面、第二控制断面和第三控制断面,并获取直行车道内车辆的行驶速度和车辆位置;其次,对到达第三控制断面的车辆进行车速和车头时距的调整,将车辆速度调整为预设期望调控速度、将车头时距调整为最小调控车头时距;最后,控制车辆以预设期望调控速度和最小调控车头时距到达第一控制断面,并按照预设连续流通性方式通过交叉口。本实施例的方法基于物联网获取车辆的速度、位置等信息,通过预设连续流通行方式使车辆在交叉口物理区不停车通过,打破传统的停车线等待放行的通行模式。通过设置第二控制断面和第三控制断面,能够在保证车辆安全的前提下,对车辆进行车头时距和车辆速度的调整,从而保证了车辆到达第一断面后,在交叉口的通行效率,开创了交叉冲突车流连续行驶的交通分布式调控新方向,具有极高的应用价值。The method for continuous passage of straight-moving vehicles at an intersection based on the Internet of Things provided in this embodiment first sets a control area, a main road, a secondary road, and the first control section, the second control section, and the third control section, and obtains the driving speed and vehicle position of the vehicle in the straight lane; secondly, adjusts the vehicle speed and headway time of the vehicle arriving at the third control section, adjusts the vehicle speed to the preset expected control speed, and adjusts the headway time to the minimum control headway time; finally, controls the vehicle to arrive at the first control section at the preset expected control speed and the minimum control headway time, and passes through the intersection in a preset continuous flow mode. The method of this embodiment obtains information such as the speed and position of the vehicle based on the Internet of Things, and allows the vehicle to pass through the physical area of the intersection without stopping through the preset continuous flow mode, breaking the traditional traffic mode of waiting for release at the stop line. By setting the second control section and the third control section, the headway and speed of the vehicle can be adjusted under the premise of ensuring vehicle safety, thereby ensuring the traffic efficiency of the vehicle at the intersection after reaching the first section, creating a new direction of distributed traffic control for continuous driving of cross-conflicting traffic, and has extremely high application value.
作为优选的实施例,在步骤S101中,根据预设规则将交叉口分为控制区域、主路和次路,包括:As a preferred embodiment, in step S101, the intersection is divided into a control area, a main road and a secondary road according to a preset rule, including:
所述交叉口进口方向包括第一进口、第二进口、第三进口和第四进口,所述第一进口和第三进口为对向设置、第二进口和第四进口对向设置、第一进口和第二进口垂直设置;同一个进口包括多条车道;The intersection entrance direction includes a first entrance, a second entrance, a third entrance and a fourth entrance, the first entrance and the third entrance are arranged opposite to each other, the second entrance and the fourth entrance are arranged opposite to each other, and the first entrance and the second entrance are arranged perpendicularly; the same entrance includes multiple lanes;
所述主路上的车辆拥有优先行驶权;Vehicles on the main road have the right of priority;
所述控制区域为所述交叉口各进口最外侧直行车道右侧标线在交叉口物理区的延长线所包围的矩形区域,在所述控制区域内,各车道上的车辆以预设期望调控速度进行通行;The control area is a rectangular area enclosed by the extension of the right side markings of the outermost through lanes at each entrance of the intersection in the physical area of the intersection. Within the control area, vehicles on each lane pass at a preset expected control speed;
所述第一控制断面为所述控制区域的边界线;所述第二控制断面与所述第一控制断面之间的间隔距离为预设适应段长度;所述第三控制断面与所述第二控制断面之间的间隔距离为预设整流段长度。The first control section is the boundary line of the control area; the distance between the second control section and the first control section is the preset adaptation section length; the distance between the third control section and the second control section is the preset rectification section length.
作为一个具体的实施例,结合图2对上述交叉口的预设规则进行说明。如图2所示,图2中,所述第一进口为东进口(E进口),第二进口为南进口(S进口),第三进口为西进口(W进口),第四进口为北进口(N进口)。As a specific embodiment, the preset rules of the above intersection are described in conjunction with Figure 2. As shown in Figure 2, in Figure 2, the first entrance is the east entrance (E entrance), the second entrance is the south entrance (S entrance), the third entrance is the west entrance (W entrance), and the fourth entrance is the north entrance (N entrance).
所述控制区域为第一边长为、第二边长为的矩形区域,其中,为南北进口第一控制断面(调控断面1)的宽度之和;为东西进口第一控制断面(调控断面1)的宽度之和。The control area is a first side with a length of , the second side length is A rectangular area, where It is the sum of the widths of the first control section (regulation section 1) of the north and south inlets; It is the sum of the widths of the first control section (regulatory section 1) of the east-west entrance.
直行车辆进入控制区域后,会与交叉口内的其他方向的直行车辆发生交互;离开控制区域后则不会与交叉口内车辆发生交互。After a straight-moving vehicle enters the control area, it will interact with straight-moving vehicles in other directions in the intersection; after leaving the control area, it will not interact with vehicles in the intersection.
作为优选的实施例,所述预设期望调控速度基于道路基本通行能力计算模型确定,且不大于交叉口最大行驶速度。As a preferred embodiment, the preset expected control speed is determined based on a basic road capacity calculation model and is not greater than the maximum driving speed of the intersection.
作为一个具体的实施例,令东西进口方向直行车道的预设期望调控速度为,南北进口方向的预设期望调控速度为,单位为。As a specific embodiment, the preset expected control speed of the straight lane in the east-west import direction is , the preset expected control speed in the north-south import direction is , the unit is .
根据道路基本通行能力计算模型对车速求导并令为零,求解方程,得到大流量连续流情况下高效运行的控制速度的推荐值。所述计算模型的具体计算公式为:According to the basic road capacity calculation model, the vehicle speed Take the derivative and set it to zero, solve the equation, and get the control speed for efficient operation under large flow continuous flow conditions The specific calculation formula of the calculation model is:
N=3600/h/v=1000V/h;式中,N为车辆理论通行能力;h为车头间距(m);v为行车速度(m/s);V为行车速度(km/h)。N=3600/h/v=1000V/h; where N is the theoretical vehicle capacity; h is the headway (m); v is the vehicle speed (m/s); and V is the vehicle speed (km/h).
考虑到交叉口本身的限速设置,所述期望调控速度应当不大于交叉口最大行驶速度,即且。Considering the speed limit setting of the intersection itself, the expected control speed should not be greater than the maximum driving speed of the intersection. ,Right now and .
各个进口的直行车辆在所述第一控制断面应保持预设期望调控速度,并以预设的期望调控速度通过交叉口的控制区域。Each through-going vehicle at the entrance should maintain a preset expected control speed at the first control section and pass through the control area of the intersection at the preset expected control speed.
需要说明的是,由于主路和次路的道路等级可能不同,因此东西进口方向直行车道期望调控速度和南北进口方向期望调控速度可能不同。It should be noted that since the road grades of the main road and the secondary road may be different, the expected speed control of the through lanes in the east-west entrance direction is and the expected control speed in the north-south import direction May be different.
作为一个具体的实施例,在步骤S102中,所述直行车辆的行驶速度和位置基于物联网技术获取,在路侧可通过雷达、摄像机、无线通讯、GPS(北斗)基站、边缘计算等设备实时监测和追踪车辆位置和速度,并利用路侧调控系统分析和优化车辆轨迹,同时路侧调控系统与道路车辆的交互可直接调控车辆行为。As a specific embodiment, in step S102, the speed and position of the straight-moving vehicle are obtained based on the Internet of Things technology. The vehicle position and speed can be monitored and tracked in real time on the roadside through radar, cameras, wireless communications, GPS (Beidou) base stations, edge computing and other equipment, and the roadside control system can be used to analyze and optimize the vehicle trajectory. At the same time, the interaction between the roadside control system and road vehicles can directly control vehicle behavior.
需要说明的是,对车辆的轨迹控制是基于车辆车头中心点的位置进行控制。It should be noted that the trajectory control of the vehicle is based on the position of the center point of the vehicle's front.
作为优选的实施例,在步骤S104中,当所述直行车辆到达所述第一控制断面时,按照预设连续流通行方式通过所述控制区域,包括:As a preferred embodiment, in step S104, when the straight-moving vehicle reaches the first control section, passing through the control area in a preset continuous flow manner includes:
在一个通行周期内,所述主路的进口方向的直行车辆优先通过所述控制区域,而后所述次路的进口方向直行车辆利用所述主路进口方向车辆的车头时距的间隙通过所述控制区域;In a traffic cycle, straight-moving vehicles in the import direction of the main road have priority to pass through the control area, and then straight-moving vehicles in the import direction of the secondary road use the gap between the headway of vehicles in the import direction of the main road to pass through the control area;
当所述通行周期内主路的进口方向的直行车辆和所述次路的进口方向的直行车辆均通过所述控制区域后,进入下一个通行周期。When both the straight-moving vehicles in the entrance direction of the main road and the straight-moving vehicles in the entrance direction of the secondary road pass through the control area within the traffic cycle, the next traffic cycle is entered.
作为一个具体的实施例,此处假设主路为东西方向,则东西进口方向直行车辆先通过控制区域,而后次路(南北方向)进口方向的直行车辆利用主路进口方向车辆间的车头时距间隙通过控制区域。从而交叉口直行车辆在上述次序下交替,形成“嵌锁式穿孔”以“连续流”进入交叉口并高效通过。As a specific example, assuming that the main road is in the east-west direction, the straight vehicles in the east-west entrance direction pass through the control area first, and then the straight vehicles in the secondary road (north-south direction) entrance direction use the headway gap between vehicles in the main road entrance direction to pass through the control area. Thus, the straight vehicles at the intersection alternate in the above order, forming a "locked perforation" to enter the intersection in a "continuous flow" and pass efficiently.
具体的,交叉口东西进口方向和南北进口方向车辆周期性交替通过交叉口,则每周期所用最短时间为:Specifically, vehicles entering from the east and west and from the north and south of the intersection periodically alternate through the intersection, and the shortest time used for each cycle is:
(1) (1)
式中,为东西进口方向直行车辆通过控制区域的时间,为南北进口方向直行车辆通过控制区域的时间,为每周期所用最短时间,单位为。In the formula, The time it takes for vehicles going straight in the east-west import direction to pass through the control area. The time it takes for vehicles going straight in the north-south direction to pass through the control area. The shortest time per cycle, in units of .
作为优选的实施例,所述通行周期根据每个所述进口的第一控制断面的宽度、每个所述进口的预设期望调控速度、车辆的车身长度以及预留误差时间确定。As a preferred embodiment, the passage cycle is determined according to the width of the first control section of each of the entrances, the preset expected control speed of each of the entrances, the body length of the vehicle and the reserved error time.
作为一个具体的实施例,所述预设连续通行方式还包括:As a specific embodiment, the preset continuous passage mode also includes:
对不同方向同时进入控制区域的直行车辆在控制区域的冲突程度进行检验。The conflict degree of straight-moving vehicles entering the control area from different directions at the same time in the control area is tested.
同一周期内,同一条道路对向进口方向直行车辆同时通过交叉口时,对向直行车辆分别占用交叉口不同区域,车辆间轨迹不存在交叉点,故对向直行车辆间无冲突。In the same cycle, when the straight-moving vehicles from the same road passing through the intersection at the same time, the straight-moving vehicles occupy different areas of the intersection respectively, and there is no intersection between the trajectories of the vehicles, so there is no conflict between the straight-moving vehicles.
对于同一周期内的不同道路,东西进口方向(或南北进口方向)完全通过交叉口后,才允许南北进口方向(或东西进口方向)直行车辆通过,存在轨迹交叉的车辆在不同时间利用控制区域通过交叉口,东西、南北方向车辆利用控制区域存在时间差错位,故车辆不存在潜在碰撞的可能,安全性可以保证。For different roads within the same cycle, vehicles going straight in the north-south direction (or east-west direction) are allowed to pass only after the east-west entrance direction (or north-south entrance direction) has completely passed the intersection. Vehicles with intersecting trajectories use the control area to pass the intersection at different times. There is a time difference when east-west and north-south vehicles use the control area, so there is no potential possibility of collision between vehicles and safety can be guaranteed.
作为一个具体的实施例,所述东西进口方向直行车辆通过控制区域的时间为:As a specific embodiment, the time for the straight-going vehicles in the east-west import direction to pass through the control area is:
(2) (2)
式中,为东西进口方向直行车辆通过控制区域的时间,单位为;为东西进口第一控制断面的宽度之和,单位为;为东西进口方向同时进入控制区域直行车辆中第辆车的车身长度,单位为,,(一般情况下可以设定为当前第一控制断面的最长车辆);为直行车辆通过控制区域时间的预留误差,单位为 In the formula, It is the time for vehicles going straight in the east-west import direction to pass through the control area, in units of ; It is the sum of the widths of the first control sections of the east and west entrances, in units of ; The first vehicle to enter the control area from both the east and west directions. The length of the vehicle in , , (Generally Can be set to the longest vehicle in the current first control section); It is the reserved error of the time for straight-moving vehicles to pass through the control area, in units of
当直行车辆严格按照期望调控速度通过交叉口时,对应的误差为0,一般情况下,视具体运行环境情况设置。When the straight-moving vehicle passes the intersection strictly according to the expected control speed, the corresponding error It is 0. Generally, it is set according to the specific operating environment.
需要注意的是,所述通过控制区域的时间基于对称形交叉口,即交叉口控制区域为矩形且对向进口方向之间的距离相同。当交叉口为非对称交叉口时,可根据车道中心线计算不同车道控制断面1之间的距离带入计算。It should be noted that the time to pass the control area is based on a symmetrical intersection, that is, the intersection control area is rectangular and the distances between opposite entrance directions are the same. When the intersection is an asymmetrical intersection, the distances between different
同理,所述南北进口方向的直行车辆通过控制区域的时间为:Similarly, the time it takes for the straight vehicles in the north-south import direction to pass through the control area is for:
(3) (3)
式中,为南北进口方向直行车辆通过控制区域的时间,单位为;为南北进口第一控制断面的宽度之和,单位为;为南北进口方向同时进入控制区域直行车辆中第辆车的车身长度,单位为,(一般情况下可以设定为当前第一控制断面的最长车辆)。In the formula, It is the time for the straight vehicles in the north-south import direction to pass through the control area, in units of ; It is the sum of the widths of the first control sections of the north and south entrances, in units of ; The first vehicle to enter the control area from both the north and south directions. The length of the vehicle in , (Generally Can be set to the longest vehicle in the current first control section).
下面具体说明步骤S103中对车辆的车头时距和车辆行驶速度的调整方法。The method for adjusting the headway and the driving speed of the vehicle in step S103 is described in detail below.
作为优选的实施例,在步骤S103中,基于所述预设期望调控速度和所述控制区域,在车辆到达所述第二控制断面之前将所述车辆与同一车道中前车的车头时距调整为最小调控车头时距,包括:As a preferred embodiment, in step S103, based on the preset expected control speed and the control area, before the vehicle reaches the second control section, the headway between the vehicle and the preceding vehicle in the same lane is adjusted to a minimum control headway, including:
基于安全时距计算公式确定所述车辆与同一车道中前车的理论安全时距;Determining a theoretical safe time distance between the vehicle and a preceding vehicle in the same lane based on a safe time distance calculation formula;
根据所述预设期望调控速度和所述控制区域确定通行周期;Determining a traffic cycle according to the preset desired control speed and the control area;
将所述理论安全时距和所述通行周期中的最大值作为所述最小调控车头时距。The maximum value between the theoretical safety time headway and the traffic cycle is used as the minimum regulated headway.
作为一个具体的实施例,当车辆按通行周期通过交叉口时,为了在出现突发情况时保证车辆安全行驶,同一车道车辆间的车头时距应当不小于最短周期时间;同时,车辆间车头时距应当不小于保证安全情况下车辆间停车视距对应的车头时距。此时,同一车道相邻车辆最小调控车头时距为:As a specific embodiment, when vehicles pass through an intersection according to the traffic cycle, in order to ensure the safe driving of vehicles in the event of an emergency, the headway between vehicles in the same lane should not be less than the shortest cycle time. ; At the same time, the headway between vehicles should not be less than the headway between vehicles corresponding to the parking sight distance between vehicles under the condition of ensuring safety. At this time, the minimum headway between adjacent vehicles in the same lane is:
(4) (4)
式中,为同一车道相邻车辆最小调控车头时距,单位为;为保证安全情况下车辆间停车视距对应的车头时距,单位为。In the formula, is the minimum headway time for adjacent vehicles in the same lane, in units of ; To ensure the headway time between vehicles corresponding to the parking sight distance under safety conditions, the unit is .
如图3所示,图3通过具体的通行场景直观展示了所述同一车道相邻车辆的最小调控车头时距。As shown in FIG. 3 , FIG. 3 intuitively illustrates the minimum controlled headway time of adjacent vehicles in the same lane through a specific traffic scenario.
作为一个具体的实施例,由于当主路和次路的道路等级不同时,所述预设期望调控速度不同,主路的进口方向和次路的进口方向计算得到的和也不相同。为保证安全,应取两者中的较大值。As a specific embodiment, when the road grades of the main road and the secondary road are different, the preset expected control speed is different, and the entrance direction of the main road and the entrance direction of the secondary road are calculated. and To ensure safety, The larger value of the two should be taken.
(5) (5)
式中,为东西进口方向保证安全情况下车辆间停车视距对应的车头时距,单位为;为南北进口方向保证安全情况下车辆间停车视距对应的车头时距,单位为;为驾驶员反应时间,一般取2.0,(若车辆全部为自动驾驶车辆,反应时间可按自动驾驶车辆特性缩小该值,混驾状态按人驾驶取值);为路面与轮胎之间的纵向摩擦阻系数;为安全距离,建议按最新交叉口设计标准确定。In the formula, The headway time between vehicles corresponding to the stopping sight distance between vehicles to ensure safety in the east-west import direction, in units of ; The headway time between vehicles corresponding to the parking sight distance between vehicles to ensure safety in the north-south import direction, in units of ; is the driver's reaction time, usually 2.0 , (If all vehicles are self-driving vehicles, the reaction time can be reduced according to the characteristics of the self-driving vehicles, and the mixed driving state is based on human driving); is the longitudinal friction coefficient between the road surface and the tire; For safe distance, it is recommended to determine it according to the latest intersection design standards.
作为优选的实施例,当所述理论安全时距大于所述通行周期时,将所述理论安全时距与所述通行周期的差值平分至所述第一进口通行时间和第二进口通行时间,得到第一进口控制区域占用时间和第二进口控制区域占用时间;As a preferred embodiment, when the theoretical safety time head is greater than the traffic cycle, the difference between the theoretical safety time head and the traffic cycle is equally divided into the first import traffic time and the second import traffic time to obtain the first import control area occupation time and the second import control area occupation time;
第一进口方向的直行车辆与第二进口直行车辆依次按照第一交替时间和第二交替时间到达所述进口对应道路的第一控制断面;The straight-going vehicles in the first import direction and the straight-going vehicles in the second import direction arrive at the first control section of the road corresponding to the import in sequence according to the first alternation time and the second alternation time;
其中,所述第一交替时间为所述第一进口控制区域占用时间,所述第二交替时间为所述第二进口控制区域占用时间。The first alternating time is the occupation time of the first import control area, and the second alternating time is the occupation time of the second import control area.
作为一个具体的实施例,当时,相邻车辆最小调控车头时距取,此时为保证行车安全,每周期时间也为,则同一周期的东西进口方向直行车辆和南北进口方向直行车辆利用时间即可通过控制区域,但完全通过后仍存在长度为时间段控制区域被空用。As a specific example, when When the adjacent vehicles have the minimum headway time Pick At this time, in order to ensure driving safety, each cycle time is also , then the east-west import direction straight vehicles and north-south import direction straight vehicles of the same cycle use time to pass through the control area, but after completely passing through, there is still a length of The time period control area is empty.
为保证车辆行驶的安全性,将长度为时间段平分至东西进口方向直行车辆通过控制区域的时间和南北进口方向直行车辆通过控制区域的时间。进而描述东西进口方向直行车辆占用控制区域的时间和南北进口方向直行车辆占用控制区域的时间。To ensure the safety of vehicle driving, the length is The time period is divided equally into the time for vehicles going straight in the east-west import direction to pass through the control area and the time it takes for vehicles going straight in the north-south direction to pass through the control area Then describe the time that the through vehicles in the east-west import direction occupy the control area The time that through vehicles from the north and south directions occupy the control area .
同一周期东西进口方向直行车辆占用控制区域的时间为:The time that through vehicles in the east-west import direction occupy the control area in the same cycle is:
(6) (6)
式中,同一周期东西进口方向直行车辆占用控制区域的时间,单位为。In the formula, The time that the through vehicles in the east-west import direction occupy the control area in the same cycle, in units of .
南北进口方向直行车辆占用控制区域的时间为:The time that through vehicles in the north-south import direction occupy the control area is:
(7) (7)
式中,同一周期南北进口方向直行车辆占用控制区域的时间,单位为。In the formula, The time that the through vehicles in the north-south import direction occupy the control area in the same cycle, in units of .
如图4(a)所示,当时,即取时,同一周期不同方向同时进入控制区域的直行车辆在控制区域的冲突程度,相对于时,即取时的冲突程度更小,如图4(b)所示。As shown in Figure 4(a), when When Pick When , the conflict degree of straight vehicles entering the control area from different directions at the same time in the same cycle in the control area is relative to When Pick The conflict degree is smaller when , as shown in Figure 4(b).
为保证交叉口通行效率达到最大,作为优选的实施例,同一进口对应的不同车道上直行车辆保持整齐行驶,同时达到所述第一控制断面;To ensure the maximum traffic efficiency at the intersection, as a preferred embodiment, straight-moving vehicles on different lanes corresponding to the same entrance keep driving in an orderly manner and reach the first control section at the same time;
同一道路双向进口的直行车辆同时到达所述第一控制断面。The straight-moving vehicles at the two-way entrances of the same road arrive at the first control section at the same time.
作为一个具体的实施例,同一进口方向不同车道上直行车辆应保持整齐行驶,同时达到第一控制断面。As a specific embodiment, straight-moving vehicles on different lanes in the same import direction should keep driving in an orderly manner and reach the first control section at the same time.
同一道路双向进口方向(如东西进口方向)直行车辆由于同时通过控制区域,故应同时到达邻近的第一控制断面。Since straight-moving vehicles in both directions of the same road (such as the east-west direction) pass through the control area at the same time, they should arrive at the adjacent first control section at the same time.
同一道路两进口方向(如南北进口方向)直行车辆应在另一道路两进口方向(如东西进口方向)对控制区域的占用解除后,同时到达邻近的控制断面1,即东西进口方向直行车辆与南北进口方向直行车辆交替到达第一控制断面,且到达第一控制断面存在时间差,时间差大小分别为、。The straight vehicles in the two entrance directions of the same road (such as the north-south entrance direction) should arrive at the
下面结合图5和图6,对上述车辆到达第一控制断面后通过所述控制区域的具体方式进行说明。5 and 6 , the specific manner in which the vehicle passes through the control area after reaching the first control section is described below.
请参见图5,若主路对应进口方向为东西进口方向时,则东西进口方向直行车辆应先同时到达邻近控制断面1,南北进口方向直行车辆应在东西进口方向对控制区域的占用解除后同时到达邻近控制断面1,故在东西进口方向到达控制断面1时,南北进口直行车辆距离邻近的控制断面1的时间差值为。Please refer to Figure 5. If the main road's corresponding entrance direction is the east-west entrance direction, then the east-west entrance through-going vehicles should arrive at the
请参见图6,若主路对应进口方向为南北进口方向时,则南北进口方向直行车辆应先同时到达邻近控制断面1,东西进口方向直行车辆应在南北进口方向对控制区域的占用解除后同时到达邻近控制断面1,故在南北进口方向到达控制断面1时,东西进口直行车辆距离邻近的控制断面1的车头时距为。Please refer to Figure 6. If the main road's corresponding import direction is the north-south import direction, then the north-south import straight vehicles should arrive at the
作为优选的实施例,所述预设适应度长度根据所述同一车道中前车的车头时距和所述预设期望调控速度确定。As a preferred embodiment, the preset fitness length is determined according to the headway of the preceding vehicle in the same lane and the preset expected control speed.
作为一个具体的实施例,对交叉口功能区设定控制断面2,同一条道路,直行车辆在控制断面2与控制断面1之间保持期望调控速度进行行驶,以适应该速度后,继续完成交叉口通行。控制断面2与控制断面1之间的区域称为适应段,则:As a specific embodiment,
东、西进口方向适应段的长度为:Length of the adaptation section in the east and west import directions for:
(8) (8)
式中,为适应系数,取值一般为正整数,为同一车道相邻车辆最小调控车头时距,为东西进口方向直行车道的预设期望调控速度。In the formula, is the adaptation coefficient, which is generally a positive integer. Minimum headway adjustment for adjacent vehicles in the same lane. It is the preset expected control speed for the through lanes in the east-west import direction.
南、北进口方向适应段的长度为:Length of the adaptation section in the south and north import directions for:
(9) (9)
式中,为适应系数,取值一般为正整数,为同一车道相邻车辆最小调控车头时距,为南北进口方向直行车道的预设期望调控速度。In the formula, is the adaptation coefficient, which is generally a positive integer. Minimum headway adjustment for adjacent vehicles in the same lane. It is the preset expected control speed of the through lane in the north-south import direction.
通过设置所述适应段,能够避免驾驶者对保持当前状态的不稳定性,令驾驶者保持当前状态行驶来适应当前的速度和车头时距,进而使车辆稳定通过控制区域。By setting the adaptation section, the driver's instability in maintaining the current state can be avoided, and the driver can maintain the current state to adapt to the current speed and headway, thereby allowing the vehicle to stably pass through the control area.
作为优选的实施例,所述预设整流段长度根据所述车辆的行驶速度、所述预设期望调控速度和预设加速度确定。As a preferred embodiment, the preset straightening section length is determined according to the driving speed of the vehicle, the preset expected control speed and a preset acceleration.
作为一个具体的实施例,直行车辆在控制断面3与控制断面2之间将调控自身速度和车头时距,优化到达调控断面2的状态,并使车辆以期望速度和车头时距不停车通过调控断面1。As a specific embodiment, the straight-moving vehicle will adjust its own speed and headway between control section 3 and
对交叉口功能区设定控制断面3, 控制断面3与控制断面2之间的距离称为整流段,则东、西进口方向整流段的长度为:Control section 3 is set for the intersection functional area. The distance between control section 3 and
(10) (10)
式中,为直行车辆到达控制断面3所可能的最小速度,取0;为给定的加速度,一般取值在内,单位为,为东西进口方向直行车道的预设期望调控速度。In the formula, is the minimum possible speed for a straight-moving vehicle to reach control section 3, which is 0 ; is a given acceleration, generally taken as The unit is , It is the preset expected control speed for the through lanes in the east-west import direction.
南、北进口方向整流段的长度为:Length of the rectifying section in the south and north inlet directions for:
(11) (11)
式中,为直行车辆到达控制断面3所可能的最小速度,取0;为给定的加速度,一般取值在内,单位为,为南北进口方向直行车道的预设期望调控速度。In the formula, is the minimum possible speed for a straight-moving vehicle to reach control section 3, which is 0 ; is a given acceleration, generally taken as The unit is , It is the preset expected control speed of the through lane in the north-south import direction.
通过设置整流段,能够使车辆以给定的加速度平稳地将车速调整到所述预设期望调控速度,保证了驾乘舒适度和安全性;根据预设期望调控速度和所述控制区域,对所述车辆与同一车道中前车的车头时距进行调整,保证了通行安全性和效率。By setting the rectifying section, the vehicle can smoothly adjust the speed to the preset expected control speed at a given acceleration, thereby ensuring driving comfort and safety; according to the preset expected control speed and the control area, the headway between the vehicle and the preceding vehicle in the same lane is adjusted, thereby ensuring traffic safety and efficiency.
下面通过一个具体的实施例来说明大流量条件下,直行车辆通过交叉路口的具体过程。The following is a specific example to illustrate the specific process of a straight-moving vehicle passing through an intersection under heavy traffic conditions.
作为一个具体的实施例,在大流量条件下,直行车辆保持高密度高速到达控制断面3,将各直行车道通过控制断面3后的第一排车作为第一周期通过交叉口的直行车辆,第二排车作为第二周期通过交叉口的直行车辆,以此类推。As a specific embodiment, under heavy traffic conditions, straight-moving vehicles maintain high density and high speed to reach control section 3. The first row of vehicles in each straight lane after passing through control section 3 is regarded as the straight-moving vehicles passing through the intersection in the first cycle, the second row of vehicles is regarded as the straight-moving vehicles passing through the intersection in the second cycle, and so on.
将直行车辆按照给定的加速度a,将车速调整为期望调控速度,并调整直行车辆间的车头时距,使直行车辆满足通过邻近进口方向控制断面1的车辆编队要求;具体的编队要求为:考虑到主路优先原则,同一周期主路双向进口方向车辆优先到达邻近进口方向控制断面1并通过控制区域,次路双向进口方向经过时间差或到达邻近进口方向控制断面1并通过控制区域。According to the given acceleration a, the speed of the straight-moving vehicles is adjusted to the expected control speed, and the headway time between the straight-moving vehicles is adjusted so that the straight-moving vehicles meet the vehicle formation requirements of passing through the adjacent import
若直行车辆在本通行周期内无法完成速度和车头时距的调控,则进入下一通行周期完成速度和车头时距的调控。If the straight-moving vehicle cannot complete the regulation of speed and headway in the current traffic cycle, it will enter the next traffic cycle to complete the regulation of speed and headway.
对车辆进行调控的过程中,通过雷达和图像识别系统采集和追踪交叉口直行车道车辆轨迹数据,将同一时刻下所有直行车辆当前时刻的数据集合经由无线传输至所述路侧调控服务器。在确定交叉口的控制断面、控制区域物理参数和各车道直行车辆期望调控速度时,作为系统的基本参数存储于路侧调控服务器;再基于车辆轨迹数据分析和确定车辆对自身位置和速度的调控,并通过无线传输向车辆(人驾驶车辆,通过手机APP和高精度导航软件接受调控指令)实时发送调控信息,决策车辆调控。In the process of controlling the vehicle, the vehicle trajectory data of the through lane of the intersection is collected and tracked through the radar and image recognition system, and the data set of all through vehicles at the same time is wirelessly transmitted to the roadside control server. When determining the control section of the intersection, the physical parameters of the control area and the expected control speed of the through vehicles in each lane, they are stored as the basic parameters of the system in the roadside control server; then the vehicle's control of its own position and speed is analyzed and determined based on the vehicle trajectory data, and the control information is sent to the vehicle (human-driven vehicle, receiving control instructions through mobile phone APP and high-precision navigation software) in real time through wireless transmission to decide on vehicle control.
本发明公开的一种基于物联网的交叉口直行车辆连续通行方法,首先,设置控制区域、主路、次路,以及第一控制断面、第二控制断面和第三控制断面,并获取直行车道内车辆的行驶速度和车辆位置;其次,对到达第三控制断面的车辆进行车速和车头时距的调整,将车辆速度调整为预设期望调控速度、将车头时距调整为最小调控车头时距;最后,控制车辆以预设期望调控速度和最小调控车头时距到达第一控制断面,并按照预设连续流通性方式通过交叉口。The present invention discloses a method for continuous passage of straight-moving vehicles at an intersection based on the Internet of Things. First, a control area, a main road, a secondary road, a first control section, a second control section and a third control section are set, and the driving speed and vehicle position of the vehicle in the straight lane are obtained; secondly, the vehicle speed and headway time of the vehicle arriving at the third control section are adjusted, and the vehicle speed is adjusted to a preset expected control speed, and the headway time is adjusted to a minimum control headway time; finally, the vehicle is controlled to arrive at the first control section at the preset expected control speed and the minimum control headway time, and passes through the intersection in a preset continuous flow manner.
本发明基于物联网获取车辆的速度、位置等信息,通过预设连续流通行方式使车辆在交叉口物理区不停车通过,打破传统的停车线等待放行的通行模式。通过设置第二控制断面和第三控制断面,能够在保证车辆安全的前提下,对车辆进行车头时距和车辆速度的调整,从而保证了车辆到达第一断面后,在交叉口的通行效率,开创了交叉冲突车流连续行驶的交通分布式调控新方向,具有极高的应用价值。The present invention obtains information such as the speed and position of the vehicle based on the Internet of Things, and allows the vehicle to pass through the physical area of the intersection without stopping by presetting the continuous flow mode, breaking the traditional traffic mode of waiting for release at the stop line. By setting the second control section and the third control section, the headway and vehicle speed of the vehicle can be adjusted under the premise of ensuring vehicle safety, thereby ensuring the traffic efficiency of the vehicle at the intersection after reaching the first section, creating a new direction of distributed traffic control for continuous driving of intersecting conflicting vehicles, and has extremely high application value.
以上所述,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,可轻易想到的变化或替换,都应涵盖在本发明的保护范围之内。The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any changes or substitutions that can be easily conceived by any technician familiar with the technical field within the technical scope disclosed by the present invention should be covered within the protection scope of the present invention.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN116824883A (en) * | 2023-07-11 | 2023-09-29 | 武汉理工大学 | Continuous flow formation method of straight-right mixed traffic at intersection based on vehicle-road coordination |
CN116863721A (en) * | 2023-07-24 | 2023-10-10 | 武汉理工大学 | A vehicle continuous flow control method and device at a "T"-shaped intersection |
CN116884257A (en) * | 2023-06-30 | 2023-10-13 | 武汉理工大学 | A continuous flow control method in the merging area of heterogeneous traffic flow |
CN117152959A (en) * | 2023-09-13 | 2023-12-01 | 武汉理工大学 | A method and system for continuous passage of left-turn vehicles at intersections based on the Internet of Things |
Citations (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007233962A (en) * | 2006-03-03 | 2007-09-13 | Masahiro Watanabe | Vehicle traveling control method |
CN101339698A (en) * | 2008-08-12 | 2009-01-07 | 北京工业大学 | Correction method for the influence of bicycles on the saturated flow rate of turning vehicles at signalized intersections |
CN101777259A (en) * | 2010-01-22 | 2010-07-14 | 同济大学 | Method for acquiring mean delay of urban road junction |
CN101937617A (en) * | 2010-09-25 | 2011-01-05 | 武汉理工大学 | A lane coordinate positioning at an intersection and its signal phase wireless transmission method |
CN104882008A (en) * | 2015-06-03 | 2015-09-02 | 东南大学 | Method for vehicle cooperative control at non-signaled intersection in vehicle networking environment |
CN105206077A (en) * | 2015-09-25 | 2015-12-30 | 宁波亿拍客网络科技有限公司 | Method for improving road traffic efficiency through horizontal marking |
CN105957376A (en) * | 2015-08-31 | 2016-09-21 | 武汉理工大学 | No-signal intersection vehicle passing guiding system and method in cooperative vehicle infrastructure environment |
CN106448194A (en) * | 2016-10-28 | 2017-02-22 | 清华大学 | Traffic signal in crossroad and vehicle coordinated control method, device and vehicle |
CN106935056A (en) * | 2017-04-28 | 2017-07-07 | 北京交通大学 | Intelligent crossroad cooperative control method based on critical gap theory |
CN108399759A (en) * | 2018-02-23 | 2018-08-14 | 上海理工大学 | Continuous flow intersection left-turn non-motor traffic design method |
CN108831143A (en) * | 2018-06-15 | 2018-11-16 | 合肥工业大学 | Signalized intersections fleet speed guiding method based on bus or train route coordination technique |
CN111047865A (en) * | 2019-12-18 | 2020-04-21 | 南京林业大学 | Method for controlling one-way traffic road intersection traffic under automatic driving environment |
US20200294394A1 (en) * | 2019-03-13 | 2020-09-17 | Mitsubishi Electric Research Laboratories, Inc. | Joint Control of Vehicles Traveling on Different Intersecting Roads |
CN112185132A (en) * | 2020-09-08 | 2021-01-05 | 大连理工大学 | Coordination method for vehicle intersection without traffic light |
CN112258875A (en) * | 2020-10-26 | 2021-01-22 | 青岛理工大学 | Intersection intelligent control method based on vehicle-road cooperation and automatic driving |
CN112373472A (en) * | 2021-01-14 | 2021-02-19 | 长沙理工大学 | Method for controlling vehicle entering time and running track at automatic driving intersection |
CN113140112A (en) * | 2021-06-21 | 2021-07-20 | 长沙理工大学 | Control method for separating vehicle conflict at automatic driving intersection |
CN113176778A (en) * | 2021-04-13 | 2021-07-27 | 银隆新能源股份有限公司 | Control method and control device for unmanned vehicle and unmanned vehicle |
CN113327448A (en) * | 2021-08-02 | 2021-08-31 | 长沙理工大学 | Vehicle track optimization method under special phase for automatic driving |
WO2021169353A1 (en) * | 2020-02-29 | 2021-09-02 | 华南理工大学 | Intersection traffic flow microcosmic control method under intelligent networking condition |
CN113554886A (en) * | 2021-07-30 | 2021-10-26 | 青岛理工大学 | Traffic flow conflict resolution method for cooperative intersection of vehicle and road |
CN113570879A (en) * | 2021-08-19 | 2021-10-29 | 翟文昌 | Road intersection structure and vehicle passing method |
CN115083164A (en) * | 2022-06-27 | 2022-09-20 | 昆明理工大学 | A double-layer optimization method for signalized intersections for mixed traffic flow |
CN115331461A (en) * | 2022-07-28 | 2022-11-11 | 武汉理工大学 | A hybrid traffic control method, device and vehicle at an unsignaled intersection |
CN115482663A (en) * | 2022-09-09 | 2022-12-16 | 长沙理工大学 | A Traffic Control Method at Intersections Considering the Dedicated Phase of Autonomous Driving |
-
2023
- 2023-03-14 CN CN202310242517.0A patent/CN115953903B/en active Active
Patent Citations (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007233962A (en) * | 2006-03-03 | 2007-09-13 | Masahiro Watanabe | Vehicle traveling control method |
CN101339698A (en) * | 2008-08-12 | 2009-01-07 | 北京工业大学 | Correction method for the influence of bicycles on the saturated flow rate of turning vehicles at signalized intersections |
CN101777259A (en) * | 2010-01-22 | 2010-07-14 | 同济大学 | Method for acquiring mean delay of urban road junction |
CN101937617A (en) * | 2010-09-25 | 2011-01-05 | 武汉理工大学 | A lane coordinate positioning at an intersection and its signal phase wireless transmission method |
CN104882008A (en) * | 2015-06-03 | 2015-09-02 | 东南大学 | Method for vehicle cooperative control at non-signaled intersection in vehicle networking environment |
CN105957376A (en) * | 2015-08-31 | 2016-09-21 | 武汉理工大学 | No-signal intersection vehicle passing guiding system and method in cooperative vehicle infrastructure environment |
CN105206077A (en) * | 2015-09-25 | 2015-12-30 | 宁波亿拍客网络科技有限公司 | Method for improving road traffic efficiency through horizontal marking |
CN106448194A (en) * | 2016-10-28 | 2017-02-22 | 清华大学 | Traffic signal in crossroad and vehicle coordinated control method, device and vehicle |
CN106935056A (en) * | 2017-04-28 | 2017-07-07 | 北京交通大学 | Intelligent crossroad cooperative control method based on critical gap theory |
CN108399759A (en) * | 2018-02-23 | 2018-08-14 | 上海理工大学 | Continuous flow intersection left-turn non-motor traffic design method |
CN108831143A (en) * | 2018-06-15 | 2018-11-16 | 合肥工业大学 | Signalized intersections fleet speed guiding method based on bus or train route coordination technique |
US20200294394A1 (en) * | 2019-03-13 | 2020-09-17 | Mitsubishi Electric Research Laboratories, Inc. | Joint Control of Vehicles Traveling on Different Intersecting Roads |
CN111047865A (en) * | 2019-12-18 | 2020-04-21 | 南京林业大学 | Method for controlling one-way traffic road intersection traffic under automatic driving environment |
WO2021169353A1 (en) * | 2020-02-29 | 2021-09-02 | 华南理工大学 | Intersection traffic flow microcosmic control method under intelligent networking condition |
CN112185132A (en) * | 2020-09-08 | 2021-01-05 | 大连理工大学 | Coordination method for vehicle intersection without traffic light |
CN112258875A (en) * | 2020-10-26 | 2021-01-22 | 青岛理工大学 | Intersection intelligent control method based on vehicle-road cooperation and automatic driving |
CN112373472A (en) * | 2021-01-14 | 2021-02-19 | 长沙理工大学 | Method for controlling vehicle entering time and running track at automatic driving intersection |
CN113176778A (en) * | 2021-04-13 | 2021-07-27 | 银隆新能源股份有限公司 | Control method and control device for unmanned vehicle and unmanned vehicle |
CN113140112A (en) * | 2021-06-21 | 2021-07-20 | 长沙理工大学 | Control method for separating vehicle conflict at automatic driving intersection |
CN113554886A (en) * | 2021-07-30 | 2021-10-26 | 青岛理工大学 | Traffic flow conflict resolution method for cooperative intersection of vehicle and road |
CN113327448A (en) * | 2021-08-02 | 2021-08-31 | 长沙理工大学 | Vehicle track optimization method under special phase for automatic driving |
CN113570879A (en) * | 2021-08-19 | 2021-10-29 | 翟文昌 | Road intersection structure and vehicle passing method |
CN115083164A (en) * | 2022-06-27 | 2022-09-20 | 昆明理工大学 | A double-layer optimization method for signalized intersections for mixed traffic flow |
CN115331461A (en) * | 2022-07-28 | 2022-11-11 | 武汉理工大学 | A hybrid traffic control method, device and vehicle at an unsignaled intersection |
CN115482663A (en) * | 2022-09-09 | 2022-12-16 | 长沙理工大学 | A Traffic Control Method at Intersections Considering the Dedicated Phase of Autonomous Driving |
Non-Patent Citations (1)
Title |
---|
WENBIN HU 等: "a multi-intersection model and signal timing plan algorithm for urban traffic signal control", 《TRANSPORT》 * |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
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CN116884257A (en) * | 2023-06-30 | 2023-10-13 | 武汉理工大学 | A continuous flow control method in the merging area of heterogeneous traffic flow |
CN116884257B (en) * | 2023-06-30 | 2024-05-28 | 武汉理工大学 | A continuous flow control method for merging areas of heterogeneous traffic flows |
CN116824883A (en) * | 2023-07-11 | 2023-09-29 | 武汉理工大学 | Continuous flow formation method of straight-right mixed traffic at intersection based on vehicle-road coordination |
CN116824883B (en) * | 2023-07-11 | 2024-02-13 | 武汉理工大学 | Continuous flow forming method for intersection straight-right mixed vehicles based on vehicle-road cooperation |
CN116863721A (en) * | 2023-07-24 | 2023-10-10 | 武汉理工大学 | A vehicle continuous flow control method and device at a "T"-shaped intersection |
CN116863721B (en) * | 2023-07-24 | 2024-01-23 | 武汉理工大学 | A vehicle continuous flow control method and device at a "T"-shaped intersection |
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