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CN111462491A - A Traffic Conflict Early Warning Method Based on Ramp Control in Expressway Convergence Area - Google Patents

A Traffic Conflict Early Warning Method Based on Ramp Control in Expressway Convergence Area
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CN111462491A
CN111462491ACN202010271459.0ACN202010271459ACN111462491ACN 111462491 ACN111462491 ACN 111462491ACN 202010271459 ACN202010271459 ACN 202010271459ACN 111462491 ACN111462491 ACN 111462491A
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任毅龙
焦港欣
于海洋
王飞
杨阳
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Beihang University
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Beijing University of Aeronautics and Astronautics
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Abstract

Translated fromChinese

本专利公开了一种基于匝道控制的高速公路合流区交通冲突预警方法,包括:步骤1,基于车流量实时监测比对结果进行匝道信号灯的控制,若控制结果为显示红灯转步骤2若控制结果为显示绿灯转步骤3;步骤2,进行匝道车辆是否有闯红灯情况出现的判别;步骤3,基于PET进行合流区交通冲突的判别并初步确定交通冲突严重程度等级;步骤4,针对存在交通冲突的主干道车辆,进行换道检测确定最终的交通冲突等级;步骤5,根据步骤4中得到的不同交通冲突严重程度在交通预警显示屏发布不同的预警信息。通过以上方法实现了对高速公路合流区交通冲突从源头控制到预警发布的全方位保护、监测及预警信息的发布,非常有助于大大提升高速公路合流区的安全性。

Figure 202010271459

This patent discloses a method for early warning of traffic conflicts in expressway merging areas based on ramp control, which includes: step 1, control the ramp signal lights based on the real-time monitoring and comparison results of traffic flow, if the control result is that the red light is displayed, turn to step 2, if the control The result is to show the green light and turn to step 3; step 2, to determine whether the on-ramp vehicle has run a red light; step 3, to determine the traffic conflict in the merging area based on PET and to preliminarily determine the severity level of the traffic conflict; step 4, for the existence of traffic conflicts The vehicle on the main road is detected, and the final traffic conflict level is determined by changing lanes; step 5, according to the different traffic conflict severity obtained in step 4, different warning messages are issued on the traffic warning display screen. Through the above methods, the comprehensive protection, monitoring and early warning information release of traffic conflicts in the expressway junction area from source control to early warning release is realized, which is very helpful to greatly improve the safety of the expressway junction area.

Figure 202010271459

Description

Translated fromChinese
一种基于匝道控制的高速公路合流区交通冲突预警方法A Traffic Conflict Early Warning Method Based on Ramp Control in Expressway Convergence Area

技术领域technical field

本发明涉及智能交通控制及预警领域,详细说是涉及一种基于匝道控制的高速公路合流区交通冲突预警方法。The invention relates to the field of intelligent traffic control and early warning, and in particular relates to a traffic conflict early warning method in a highway merging area based on ramp control.

背景技术Background technique

随着我国经济的发展,私家车保有量持续增长、高速公路不断铺建,越来越多的人选择驾驶私家车经高速公路去目的地以求高速便捷,但高速公路的容量毕竟有限,节假日期间高速公路拥挤不堪已成为一种趋势。高速公路车流量的增大,意味着经过高速公路合流区的车辆数目不断增多,同时也意味着高速公路合流区交通冲突发生的可能性也在增大,这对高速公路合流区的控制水平提出了更高的要求。With the development of my country's economy, the number of private cars continues to grow, and highways are constantly being built. More and more people choose to drive private cars to their destinations through highways for high-speed convenience. However, the capacity of highways is limited after all. Holidays Overcrowded highways have become a trend during the period. The increase in the traffic flow of the expressway means that the number of vehicles passing through the expressway merging area is increasing, and it also means that the possibility of traffic conflicts in the expressway merging area is also increasing. higher requirements.

现有的合流区控制主要有早合流控制策略、晚合流控制策略,早合流控制是在合流区前方数公里每隔一公里放置一个前方车道封闭的标志,提醒驾驶员提前进行变道;晚合流控制的思想是鼓励驾驶员利用开放车道和封闭车道到达合流区前端时才开始合流,这与早合流恰好相反。但是现有的不管是早合流控制策略还是晚合流控制策略对我国现有高速公路并不具有适用性,因为我国高速公路正常情况不允许随意封闭车道,即使允许封闭车道也有可能造成合流区的二次拥挤,增加了合流区潜在不安全性。The existing merging area control mainly includes the early merging control strategy and the late merging control strategy. The early merging control is to place a front lane closed sign every one kilometer several kilometers ahead of the merging area to remind the driver to change lanes in advance; The idea of control is to encourage drivers to use open lanes and closed lanes to start merging when they reach the front of the merging area, which is the opposite of early merging. However, the existing control strategies, whether early or late, are not applicable to the existing expressways in my country, because the normal conditions of expressways in my country do not allow random closure of lanes. Sub-crowded, increasing the potential unsafety of the merging area.

现有的针对高速公路合流区潜在的交通冲突进行判别时,多采用TTC进行安全时间的评判,TTC假设冲突者双方不采取任何保护措施,持续保持原有速度和行驶方向,两车发生碰撞的预期时间.该方法基于车辆当前时刻的速度和航向,并没有考虑到车辆的加速度,致使判断误差较大,而TTC模型中车辆发生冲突的瞬时速度较难获得,且TTC取值越小,并不意味着事故的发生。When judging potential traffic conflicts in expressway merging areas, TTC is often used to judge the safety time. TTC assumes that the conflicting parties do not take any protective measures and continue to maintain the original speed and driving direction. Expected time. This method is based on the speed and heading of the vehicle at the current moment, and does not take into account the acceleration of the vehicle, resulting in a large judgment error, and the instantaneous speed of the vehicle conflict in the TTC model is difficult to obtain, and the smaller the TTC value, the more does not imply an accident.

此外,现有的针对高速公路合流区潜在的交通冲突进行预警,没有考虑到高速公路合流区车辆换道较其他路段更为频繁的实际情况,若是不考虑车辆换道的实际情况直接进行预警,极大可能造成预警信息的滞后性甚至出现错误。In addition, the existing early warning for potential traffic conflicts in the expressway merging area does not take into account the fact that vehicles change lanes more frequently in the expressway merging area than other sections. It is very likely to cause lag of early warning information or even errors.

发明内容SUMMARY OF THE INVENTION

为了克服上述缺点,并结合高速公路合流区车流量变化具有动态性的实际情况,本发明决定首先基于匝道车流量实时监测结果进行匝道红绿灯信号控制,以便更好地缓解或者避开合流区交通拥挤的发生,然后基于PET进行合流区交通冲突的判别,最后基于车辆换道检测结果进行合流区冲突预警等级的最终确定。为实现上述目的,本发明采用以下技术方案:In order to overcome the above shortcomings, and in consideration of the actual situation that the traffic flow changes in the merging area of the expressway are dynamic, the present invention decides to firstly control the traffic lights on the ramp based on the real-time monitoring results of the traffic flow on the ramp, so as to better alleviate or avoid the traffic congestion in the merging area. Then, based on the PET, the traffic conflict in the merging area is judged, and finally the warning level of the conflict in the merging area is finally determined based on the vehicle lane change detection result. To achieve the above object, the present invention adopts the following technical solutions:

一种基于匝道控制的高速公路合流区交通冲突预警方法,流程图如图1所示,包括以下步骤:A method for early warning of traffic conflicts in expressway merging areas based on ramp control, the flowchart is shown in Figure 1, including the following steps:

步骤1,基于车流量实时监测比对结果进行匝道信号灯的控制,若控制结果为显示红灯,则转步骤2;若控制结果为显示绿灯,则转步骤3;Step 1, control the ramp signal light based on the real-time monitoring and comparison result of the traffic flow, if the control result is that the red light is displayed, go to step 2; if the control result is that the green light is displayed, go to step 3;

步骤2,进行匝道车辆是否有闯红灯情况出现的判别,若出现匝道车辆闯红灯,转步骤5,发布预警信息,否则不进行预警;Step 2, determine whether the on-ramp vehicle has run the red light, if the on-ramp vehicle runs the red light, go to step 5, and issue the warning information, otherwise, no warning will be issued;

步骤3,基于PET进行合流区交通冲突的判别并初步确定交通冲突严重程度等级;Step 3: Based on the PET, the traffic conflict in the merging area is judged and the severity level of the traffic conflict is preliminarily determined;

步骤4,针对存在交通冲突的主干道车辆,进行换道检测,确定最终的交通冲突严重程度等级;Step 4: Perform lane change detection for the main road vehicles with traffic conflicts to determine the final traffic conflict severity level;

步骤5,根据步骤4中得到的不同交通冲突严重程度在交通预警显示屏发布不同的预警信息;Step 5, issuing different warning information on the traffic warning display screen according to the different traffic conflict severity obtained in step 4;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤1中基于车流量实时监测比对结果对单车道匝道进行红绿灯信号控制,匝道信号灯控制流程图如图2所示,其特征在于需要获取的车流量包括两类:合流区主干道的实时当量交通量Qmain和合流区匝道的当量交通量QrampIn step 1 of a method for early warning of traffic conflict in a highway merging area based on ramp control, the traffic light signal control is performed on a single-lane ramp based on the results of real-time monitoring and comparison of traffic flow. The flow chart of the ramp signal light control is shown in Figure 2. The obtained traffic flow includes two types: the real-time equivalent traffic volume Qmain of the main road in the merging area and the equivalent traffic volume Qramp of the ramp in the merging area;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤1中基于车流量实时监测比对结果进行匝道红绿灯信号控制,车流量的实时监测比对是对合流区主干道车流量和匝道车流量进行比对的,具体的说,是通过提前设定主干道当量交通量警戒值Qmain.warning和匝道当量交通量警戒值Qramp.warning,设置主干道和匝道的当量交通量的警戒值均为其道路设计通行能力的80%,计算方式如下:In step 1 of a method for early warning of traffic conflict in a highway merging area based on ramp control, the traffic light signal control on the ramp is performed based on the results of real-time monitoring and comparison of traffic flow. The traffic flow is compared, specifically, by setting the main road equivalent traffic volume warning value Qmain.warning and the ramp equivalent traffic volume warning value Qramp.warning in advance, and setting the equivalent traffic volume warning value of the main road and the ramp. Both are 80% of their road design capacity, and the calculation method is as follows:

Qmain.warning=0.8Qmain.set (1)Qmain.warning = 0.8Qmain.set (1)

Qramp.warning=0.8Qramp.set (2)Qramp.warning = 0.8Qramp.set (2)

然后将道路流量监测器实时监测到的合流区主干道的实时当量交通量Qmain.realtime和合流区匝道的实时当量交通量Qramp.realtime与主干道当量交通量警戒值和匝道当量交通量警戒值进行比对,当Qmain.realtime≥Qmain.warning时,不管匝道实时当量交通量是否大于匝道当量交通量的警戒值,匝道信号灯均显示红灯;Then, the real-time equivalent traffic volume Q main.realtime of the main road in the junction area and the real-time equivalent traffic volume Qramp.realtime of the ramp in the junction area monitored by the road flow monitor in real time arecombined with the main road equivalent traffic volume warning value and the ramp equivalent traffic volume warning When Qmain.realtime ≥Qmain.warning , no matter whether the real-time equivalent traffic volume of the ramp is greater than the warning value of the equivalent traffic volume of the ramp, the ramp signal lights will display red light;

当Qmain.realtime<Qmain.warning时,将匝道实时当量交通量与匝道当量交通量的警戒值进行比较,若是Qramp.realtime<Qramp.warning,匝道信号灯显示绿灯、允许匝道车辆进入合流区通行;若是Qramp.realtime≥Qramp.warning,匝道信号灯显示红灯;When Qmain.realtime < Qmain.warning , compare the real-time equivalent traffic volume of the ramp with the warning value of the equivalent traffic volume of the ramp. If Qramp.realtime < Qramp.warning , the ramp signal light will display green light, allowing the ramp vehicles to enter the merge zone traffic; if Qramp.realtime ≥Qramp.warning , the ramp signal light will display red;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤2中进行匝道车辆是否有闯红灯情况出现的判别,这里对闯红灯行为的定义是车辆在相位红灯时间内越过停车线进入冲突区域。匝道车辆是否有闯红灯行为出现的判别流程图如图3所示,具体子步骤如下:In step 2 of a method for early warning of traffic conflict in a highway merging area based on ramp control, it is judged whether the on-ramp vehicle has run a red light. The flow chart for judging whether the on-ramp vehicle has the behavior of running a red light is shown in Figure 3. The specific sub-steps are as follows:

(1)将监测器采集到的匝道上的第n个车辆踏上监测器的时刻及在监测器上的占用时间记录下来,分别记为tn-start和Δtn-occupy,转步骤(2);(1) Record the time when the nth vehicle on the ramp collected by the monitor steps on the monitor and the occupancy time on the monitor, which are recorded as tn-start and Δtn-occupy respectively , and go to step (2) );

(2)识别此车辆是否采取了减速制动:事先设定一个匝道车辆通过停车线的速度警戒值vn-warning,若此车辆通过匝道停车线的估算速度vn-pl小于设定的速度警戒值vn-warning,则视为车辆采取了减速制动、识别为停车行为;否则没有进行减速制动,转步骤(3);(2) Identify whether the vehicle has taken deceleration braking: set a speed warning value vn-warning for the vehicle on the ramp to pass the stop line in advance, if the estimated speed vn-pl of the vehicle passing the stop line on the ramp is less than the set speed If the warning value is vn-warning , it is considered that the vehicle has taken deceleration braking and is identified as a parking behavior; otherwise, no deceleration braking is performed, and go to step (3);

速度警戒值的计算方式如下:The speed warning value is calculated as follows:

Figure BDA0002441977170000031
Figure BDA0002441977170000031

式中,vn-warning是匝道车辆通过停车线的速度警戒值,Ds是匝道雷达检测器与匝道停车线之间的距离;where vn-warning is the speed warning value of the ramp vehicle passing the stop line, Ds is the distance between the ramp radar detector and the ramp stop line;

匝道车辆通过匝道停车线的速度估算方式如下:The speed of on-ramp vehicles passing through the stop line of the ramp is estimated as follows:

Figure BDA0002441977170000032
Figure BDA0002441977170000032

式中,vn-pl是匝道车辆通过停车线的估算速度,

Figure BDA0002441977170000033
是车辆的平均长度,在计算时,为一个常量;Δtn-occupy是匝道车辆在雷达检测器上的占用时间;where vn-pl is the estimated speed of the ramp vehicle passing the stop line,
Figure BDA0002441977170000033
is the average length of the vehicle, which is a constant when calculating; Δtn-occupy is the occupancy time of the on-ramp vehicle on the radar detector;

(3)判断此车辆通过停车线的时刻是否位于红灯开启亮之后:匝道信号灯红灯启亮时刻为tred,而此匝道车辆通过匝道停车线的时刻为tn-pl,若此车辆通过匝道停车线的时刻tn-pl晚于红灯启亮时刻tred,则识别为此车辆具有闯红灯行为、发布“前方车辆闯红灯,请注意安全”的预警信息;否则此车辆没有闯红灯、不发布预警;(3) Judging whether the time when the vehicle passes the stop line is after the red light is turned on: the time when the red light of the ramp signal light is turned on is tred , and the time when the vehicle on the ramp passes the stop line is tn-pl . If the time tn-pl of the stop line of the ramp is later than the time tred of the red light, it is recognized that the vehicle has the behavior of running the red light, and the warning information of "the vehicle ahead runs the red light, please pay attention to safety" is issued; otherwise, the vehicle does not run the red light and will not be issued early warning;

匝道车辆通过匝道停车线时刻的估算方式如下:The estimated time of the on-ramp vehicle passing the ramp stop line is as follows:

Figure BDA0002441977170000041
Figure BDA0002441977170000041

式中,tn-pl是匝道车辆通过停车线的估算时间,Lcar.occupy是雷达检测器检测到的匝道车辆在雷达检测器上的占用长度;;Lsetting是雷达检测器的布设长度;In the formula, tn-pl is the estimated time for the ramp vehicle to pass the stop line, Lcar.occupy is the occupied length of the ramp vehicle detected by the radar detector on the radar detector; Lsetting is the layout length of the radar detector;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤3中基于PET进行合流区交通冲突的判别,具体来说,是基于PET对合流区交通冲突严重程度进行判别,判别流程图如图4,在判别过程中所使用的参数标示如图5所示,具体分为以下子步骤:In step 3 of a method for early warning of traffic conflict in a merging area of a highway based on ramp control, the traffic conflict in the merging area is judged based on PET. Specifically, the severity of the traffic conflict in the merging area is judged based on PET. The flow chart of the judgment is shown in the figure. 4. The parameters used in the discrimination process are marked as shown in Figure 5, and are specifically divided into the following sub-steps:

(1)匝道信号控制灯显示为绿灯,匝道雷达监测器检验有无车辆到达,若有则转(2),否则不进行预警;这个步骤是不可以省略的,因为在前面步骤1中,即使只有匝道没有车流,只要主干道有车流且小于警戒值,匝道信号控制就会显示绿灯,而进行后续步骤有时需要以匝道有车辆经过为前提的;(1) The ramp signal control light is displayed as a green light, and the ramp radar monitor checks whether there is a vehicle arriving, and if so, turn to (2), otherwise no warning will be given; this step cannot be omitted, because in the previous step 1, even if Only the ramp has no traffic flow, as long as the main road has traffic flow and is less than the warning value, the ramp signal control will display a green light, and the subsequent steps sometimes require the premise that there are vehicles passing on the ramp;

(2)考虑到主干道上的车辆受合流区交通状态的影响,可近似认为主干道上的车辆均做匀减速运动,基于雷达检测器对主干道上的车辆进行分车道采集基本交通参数,包括主干道第i车道的第j个车辆距合流区冲突区域起点的距离

Figure BDA0002441977170000042
速度
Figure BDA0002441977170000043
加速度
Figure BDA0002441977170000044
定义主干道车辆到达合流区冲突区域起点的时间
Figure BDA0002441977170000045
可近似认为匝道上的车辆均先做匀减速运动后看到主干道有车辆经过做匀速运动;(2) Considering that the vehicles on the main road are affected by the traffic conditions in the merging area, it can be approximated that the vehicles on the main road decelerate uniformly, and the vehicles on the main road are divided into lanes based on the radar detector to collect basic traffic parameters. The distance of the j-th vehicle including the i-th lane of the main road from the starting point of the conflict area in the merge area
Figure BDA0002441977170000042
speed
Figure BDA0002441977170000043
acceleration
Figure BDA0002441977170000044
Defines the time when arterial road vehicles arrive at the beginning of the conflict zone in the merging zone
Figure BDA0002441977170000045
It can be approximated that the vehicles on the ramp first make a uniform deceleration movement, and then see that there are vehicles passing by on the main road and make a uniform movement;

Figure BDA0002441977170000046
Figure BDA0002441977170000046

解得:Solutions have to:

Figure BDA0002441977170000047
Figure BDA0002441977170000047

对单车道匝道上的的第n个车辆进行分车道采集基本交通参数,包括匝道车辆距合流区冲突区域起点的距离xn、速度vn、加速度an、定义匝道车辆到达合流区冲突区域起点的时间tn;此外,为了安全起见,通常会附加一定的安全距离值为d0,以便让驾驶员有足够的反应时间。Collect basic traffic parameters for the n-th vehicle on a single-lane ramp by lane, including the distance xn , speed vn , acceleration an of the ramp vehicle from the starting point of the conflict area in the merging area, and defining the arrival of the vehicle on the ramp to the starting point of the conflict area in the merging area. time tn ; in addition, for the sake of safety, a certain safety distance value d0 is usually added to allow the driver to have enough reaction time.

Figure BDA0002441977170000051
Figure BDA0002441977170000051

解得:Solutions have to:

Figure BDA0002441977170000052
Figure BDA0002441977170000052

(3)计算主干道车辆与匝道车辆的后侵入时间PET:(3) Calculate the rear intrusion time PET of the main road vehicle and the ramp vehicle:

Figure BDA0002441977170000053
Figure BDA0002441977170000053

(4)基于冲突阈值初步判别交通冲突严重程度,同时记录下存在交通冲突的车辆对:由公式(6)~(10)可以估算出主干道车辆与匝道车辆的后侵入时间PET,选取得到的PET的15%、50%、85%分位值作为PET阈值,将交通冲突严重程度划分为4种等级:(4) Preliminarily determine the severity of traffic conflicts based on the conflict threshold, and record the vehicle pairs that have traffic conflicts at the same time: From formulas (6) to (10), the post-intrusion time PET of the main road vehicle and the ramp vehicle can be estimated, and the obtained The 15%, 50%, and 85% quantiles of PET are used as PET thresholds to divide the severity of traffic conflicts into 4 levels:

rank.1较为严重的冲突、rank.2严重的冲突、rank.3一般的冲突以及rank.4轻微的冲突;Serious conflicts in rank.1, serious conflicts in rank.2, general conflicts in rank.3, and minor conflicts in rank.4;

同时,记录下存在前三种交通冲突类型的主干道车辆及对应的匝道车辆,记这样的一对车辆为存在交通冲突的车辆对,并对车辆对的标号为vehiclepair.number、对此车辆对中主干道车辆编号为

Figure BDA0002441977170000054
对此车辆对中匝道车辆编号为
Figure BDA0002441977170000055
At the same time, record the main road vehicles and the corresponding ramp vehicles that have the first three types of traffic conflicts, record such a pair of vehicles as the vehicle pair with traffic conflict, and label the vehicle pair as vehiclepair.number, this vehicle pair The vehicle number of the main road is
Figure BDA0002441977170000054
For this vehicle centering ramp, the vehicle number is
Figure BDA0002441977170000055

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤4中针对存在交通冲突的主干道车辆,进行换道检测,确定最终的交通冲突严重程度等级;详细地说是对步骤3中存在交通冲突类型的主干道车辆进行是否具有换道行为的检测;换道检测流程图如图6所示,所涉及的参数的标示如图7所示,具体计算子步骤如下:In step 4 of a method for early warning of traffic conflicts in expressway merging areas based on ramp control, lane change detection is performed for the main road vehicles that have traffic conflicts, and the final traffic conflict severity level is determined; The main road vehicles of the traffic conflict type are detected whether they have lane-changing behavior; the flow chart of the lane-changing detection is shown in Figure 6, and the labels of the involved parameters are shown in Figure 7. The specific calculation sub-steps are as follows:

(1)由步骤3中可以得到存在交通冲突的主干道车辆编号

Figure BDA0002441977170000056
根据车辆编号信息可以得到相应的经雷达探测器探测到的主干道车辆的最初位置的纵坐标
Figure BDA0002441977170000057
及对应的1.5s后位置的纵坐标
Figure BDA0002441977170000058
(1) From step 3, the vehicle number of the main road with traffic conflict can be obtained
Figure BDA0002441977170000056
According to the vehicle number information, the ordinate of the initial position of the main road vehicle detected by the corresponding radar detector can be obtained
Figure BDA0002441977170000057
And the ordinate of the corresponding position after 1.5s
Figure BDA0002441977170000058

(2)计算存在冲突的主干道车辆两个时刻纵坐标的差值的绝对值Δy1,并将此绝对值与车辆所在车道宽度的一半

Figure BDA0002441977170000059
进行比较,若是此差值不小于此车辆所在车道的一半,则视为车辆进行了换道,转步骤(3),否则视为车辆没有进行换道、原先的预警等级不变;具体计算如下;(2) Calculate the absolute value Δy1 of the difference between the ordinates of the vehicles on the main road with conflict at two moments, and set this absolute value to half the width of the lane where the vehicle is located
Figure BDA0002441977170000059
For comparison, if the difference is not less than half of the lane where the vehicle is located, it is considered that the vehicle has changed lanes, and then go to step (3), otherwise it is considered that the vehicle has not changed lanes and the original warning level remains unchanged; the specific calculation is as follows ;

对主干道上的车辆:For vehicles on main roads:

Figure BDA0002441977170000061
Figure BDA0002441977170000061

若是

Figure BDA0002441977170000062
则视为此主干道上的车辆进行了换道;if
Figure BDA0002441977170000062
The vehicle on the main road is deemed to have changed lanes;

若是

Figure BDA0002441977170000063
则视为此主干道上的车辆未进行换道;if
Figure BDA0002441977170000063
It is deemed that the vehicle on this main road has not changed lanes;

(3)计算存在冲突的车辆对两个时刻纵坐标差值,即主干道车辆两个时刻纵坐标的差值Δy2,并将此差值与0比较,若是差值大于0,则视为车辆向内侧换道、冲突危险程度减轻一个等级;若是差值小于0,则视为车辆向外侧换道、冲突危险程度增加一个等级;具体计算如下:(3) Calculate the difference between the two time ordinates of vehicles in conflict, that is, the difference Δy2 between the two time ordinates of the main road vehicle, and compare the difference with 0. If the difference is greater than 0, it is regarded as If the difference is less than 0, the vehicle will change lanes to the outside, and the conflict risk will increase by one level; the specific calculation is as follows:

对主干道上的车辆:For vehicles on main roads:

Figure BDA0002441977170000064
Figure BDA0002441977170000064

若是

Figure BDA0002441977170000065
则视为此主干道上的车辆向外侧换道、危险等级降低一级;if
Figure BDA0002441977170000065
It is deemed that the vehicle on the main road changes lanes to the outside, and the danger level is lowered by one level;

若是

Figure BDA0002441977170000066
则视为此主干道上的车辆向内侧换道、危险等级增加一级;if
Figure BDA0002441977170000066
It is deemed that the vehicle on the main road changes lanes to the inside, and the danger level is increased by one level;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤5中,根据步骤4中得到的不同交通冲突严重程度在交通预警显示屏发布不同的预警信息;具体如下:In step 5 of a method for early warning of traffic conflicts in expressway merging areas based on ramp control, different warning information is released on the traffic warning display screen according to the different severity of traffic conflicts obtained in step 4; the details are as follows:

针对较为严重的冲突,在交通预警显示屏发布“请立即减速慢行”的预警信息;For more serious conflicts, the warning message "Please slow down immediately" is issued on the traffic warning display;

针对严重的冲突,在交通预警显示屏发布“请尽快减速慢行”的预警信息;For serious conflicts, the warning message "Please slow down as soon as possible" is issued on the traffic warning display;

针对一般的冲突,在交通预警显示屏发布“保持车距、小心慢行”的预警信息;For general conflicts, a warning message of "keep your distance and drive slowly" will be issued on the traffic warning display;

针对轻微的冲突,不在交通预警显示屏发布预警信息。For minor conflicts, warning information is not issued on the traffic warning display.

与现有技术相比,本发明的有益效果是:Compared with the prior art, the beneficial effects of the present invention are:

1.本发明首次将基于流量监测的匝道控制引入高速公路合流区交通冲突预警中,通过实时监测匝道的流量变化控制匝道信号灯的变化进而控制匝道车辆的通行,有助于在源头上控制由匝道进入合流区的车辆数量,缓解甚至避开了潜在的合流区交通拥挤。1. For the first time, the present invention introduces the ramp control based on flow monitoring into the traffic conflict warning in the expressway merging area. By monitoring the flow change of the ramp in real time, it controls the change of the ramp signal lights and then controls the passage of the ramp vehicles, which helps to control the traffic flow from the ramp at the source. The number of vehicles entering the merging area alleviates or even avoids potential merging area traffic congestion.

2.本发明考虑到高速公路合流区车辆换道较其他路段更为频繁的实际情况,首次提出将车辆换道行为的检测引入高速公路合流区交通冲突预警等级的最终确定中,有助于保障预警信息的准确性。2. Considering the actual situation that vehicles change lanes more frequently in the expressway merging area than other road sections, the present invention proposes for the first time to introduce the detection of vehicle lane changing behavior into the final determination of the traffic conflict warning level in the expressway merging area, which is helpful to ensure Accuracy of warning information.

3.本发明专门针对高速公路合流区交通冲突将基于流量监测处理结果控制匝道、匝道信号灯显示红灯时对匝道闯红灯行为的判别、匝道信号灯显示绿灯时基于PET对交通冲突严重程度的识别、车辆换道行为的检测及预警信息的发布融为一体,实现了对高速公路合流区交通冲突从源头控制到预警发布的全方位保护、监测及预警信息的发布,非常有助于大大提升高速公路合流区的安全性。3. The present invention is specifically aimed at the traffic conflict in the merging area of the expressway, and will control the ramp based on the flow monitoring and processing results. When the ramp signal light shows a red light, the discrimination of the behavior of running a red light on the ramp, when the ramp signal light shows a green light, the identification of the severity of the traffic conflict based on PET, the vehicle. The detection of lane changing behavior and the release of early warning information are integrated, which realizes all-round protection, monitoring and release of early warning information from source control to early warning release of traffic conflicts in expressway merging areas, which is very helpful to greatly improve expressway merging. area security.

附图说明Description of drawings

图1本发明的总流程图;Fig. 1 general flow chart of the present invention;

图2本发明的匝道信号灯控制的流程图;Fig. 2 is the flow chart of the ramp signal lamp control of the present invention;

图3本发明的匝道车辆闯红灯行为判别流程图;Fig. 3 is a flow chart for judging the behavior of a vehicle running a red light on a ramp of the present invention;

图4本发明的交通冲突判别流程图;Fig. 4 is the flow chart of the traffic conflict judgment of the present invention;

图5本发明的交通冲突判别参数标示示意图图;FIG. 5 is a schematic diagram of a traffic conflict discrimination parameter marking diagram of the present invention;

图6本发明的车辆换道行为检测流程图;6 is a flow chart of the vehicle lane change behavior detection of the present invention;

图7本发明的车辆换道行为检测参数标示图。FIG. 7 is a map showing the detection parameters of the vehicle lane changing behavior according to the present invention.

具体实施方式Detailed ways

为了使本技术领域的人员更好地理解本发明,下面对技术方案的具体实施方式做进一步详细说明。In order to make those skilled in the art better understand the present invention, the specific embodiments of the technical solutions are further described in detail below.

一种基于匝道信号控制的高速公路合流区交通冲突预警方法,流程图如图1所示,包括以下步骤:A method for early warning of traffic conflicts in expressway merging areas based on ramp signal control, the flowchart is shown in Figure 1, including the following steps:

步骤1,基于车流量实时监测比对结果进行匝道红绿灯信号控制,若控制结果为显示红灯,则转步骤2;若控制结果为显示绿灯,则转步骤3;Step 1: Control the ramp traffic light signal based on the real-time monitoring and comparison result of traffic flow. If the control result is that the red light is displayed, go to step 2; if the control result is that the green light is displayed, go to step 3;

步骤2,进行匝道车辆是否有闯红灯情况出现的判别,若出现匝道车辆闯红灯,转步骤5,发布预警信息,否则不进行预警;Step 2, determine whether the on-ramp vehicle has run the red light, if the on-ramp vehicle runs the red light, go to step 5, and issue the warning information, otherwise, no warning will be issued;

步骤3,基于PET进行合流区交通冲突的判别并初步确定交通冲突严重程度等级;Step 3: Based on the PET, the traffic conflict in the merging area is judged and the severity level of the traffic conflict is preliminarily determined;

步骤4,针对存在交通冲突的主干道车辆,进行换道检测,确定最终的交通冲突严重程度等级;Step 4: Perform lane change detection for the main road vehicles with traffic conflicts to determine the final traffic conflict severity level;

步骤5,根据步骤4中得到的不同交通冲突严重程度在交通预警显示屏发布不同的预警信息;Step 5, issuing different warning information on the traffic warning display screen according to the different traffic conflict severity obtained in step 4;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤1中基于车流量实时监测比对结果对单车道匝道进行红绿灯信号控制,匝道信号灯控制流程图如图2所示,需要获取的车流量包括两类:合流区主干道的实时当量交通量Qmain和合流区匝道的当量交通量QrampIn step 1 of a method for early warning of traffic conflicts in expressway merging areas based on ramp control, traffic light signal control is performed on single-lane ramps based on the results of real-time monitoring and comparison of traffic flow. The flow chart of ramp signal light control is shown in Figure 2. The flow includes two types: the real-time equivalent traffic volume Qmain of the main road in the merging area and the equivalent traffic volume Qramp of the merging area ramp ;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤1中基于车流量实时监测比对结果进行匝道控制,车流量的实时监测比对是对合流区主干道车流量和匝道车流量进行比对的,具体的说,是通过提前设定主干道当量交通量警戒值Qmain.warning和匝道当量交通量警戒值Qramp.warning,设置主干道和匝道的当量交通量的警戒值均为其道路设计通行能力的80%,计算方式如下:In step 1 of a method for early warning of traffic conflicts in expressway merging areas based on ramp control, ramp control is performed based on the results of real-time monitoring and comparison of traffic flow. For comparison, specifically, by setting the warning value of the equivalent traffic volume of the main road Qmain.warning and the warning value of the equivalent traffic volume of the ramp Qramp.warning in advance, the warning values of the equivalent traffic volume of the main road and the ramp are set to be both. 80% of its road design capacity is calculated as follows:

Qmain.warning=0.8Qmain.set (1)Qmain.warning = 0.8Qmain.set (1)

Qramp.warning=0.8Qramp.set (2)Qramp.warning = 0.8Qramp.set (2)

然后将道路流量监测器实时监测到的合流区主干道的实时当量交通量Qmain.realtime和合流区匝道的实时当量交通量Qramp.realtime与主干道当量交通量警戒值和匝道当量交通量警戒值进行比对,当Qmain.realtime≥Qmain.warning时,不管匝道实时当量交通量是否大于匝道当量交通量的警戒值,匝道信号灯均显示红灯;Then, the real-time equivalent traffic volume Q main.realtime of the main road in the junction area and the real-time equivalent traffic volume Qramp.realtime of the ramp in the junction area monitored by the road flow monitor in real time arecombined with the main road equivalent traffic volume warning value and the ramp equivalent traffic volume warning When Qmain.realtime ≥Qmain.warning , no matter whether the real-time equivalent traffic volume of the ramp is greater than the warning value of the equivalent traffic volume of the ramp, the ramp signal lights will display red light;

当Qmain.realtime<Qmain.warning时,将匝道实时当量交通量与匝道当量交通量的警戒值进行比较,若是Qramp.realtime<Qramp.warning,匝道信号灯显示绿灯、允许匝道车辆进入合流区通行;若是Qramp.realtime≥Qramp.warning,匝道信号灯显示红灯;When Qmain.realtime < Qmain.warning , compare the real-time equivalent traffic volume of the ramp with the warning value of the equivalent traffic volume of the ramp. If Qramp.realtime < Qramp.warning , the ramp signal light will display green light, allowing the ramp vehicles to enter the merge zone traffic; if Qramp.realtime ≥Qramp.warning , the ramp signal light will display red;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤2中进行匝道车辆是否有闯红灯情况出现的判别,这里对闯红灯行为的定义是车辆在相位红灯时间内越过停车线进入冲突区域。匝道车辆是否有闯红灯行为出现的判别流程图如图3所示,具体子步骤如下:In step 2 of a method for early warning of traffic conflict in a highway merging area based on ramp control, it is judged whether the on-ramp vehicle has run a red light. The flow chart for judging whether the on-ramp vehicle has the behavior of running a red light is shown in Figure 3. The specific sub-steps are as follows:

(1)将监测器采集到的匝道上的第n个车辆踏上监测器的时刻及在监测器上的占用时间记录下来,分别记为tn-start和Δtn-occupy,转步骤(2);(1) Record the time when the nth vehicle on the ramp collected by the monitor steps on the monitor and the occupancy time on the monitor, which are recorded as tn-start and Δtn-occupy respectively , and go to step (2) );

(2)识别此车辆是否采取了减速制动:事先设定一个匝道车辆通过停车线的速度警戒值vn-warning,若此车辆通过匝道停车线的估算速度vn-pl小于设定的速度警戒值vn-warning,则视为车辆采取了减速制动、识别为停车行为;否则没有进行减速制动,转步骤(3);(2) Identify whether the vehicle has taken deceleration braking: set a speed warning value vn-warning for the vehicle on the ramp to pass the stop line in advance, if the estimated speed vn-pl of the vehicle passing the stop line on the ramp is less than the set speed If the warning value is vn-warning , it is considered that the vehicle has taken deceleration braking and is identified as a parking behavior; otherwise, no deceleration braking is performed, and go to step (3);

速度警戒值的计算方式如下:The speed warning value is calculated as follows:

Figure BDA0002441977170000091
Figure BDA0002441977170000091

式中,vn-warning是匝道车辆通过停车线的速度警戒值,Ds是匝道雷达检测器与匝道停车线之间的距离;where vn-warning is the speed warning value of the ramp vehicle passing the stop line, Ds is the distance between the ramp radar detector and the ramp stop line;

匝道车辆通过匝道停车线的速度估算方式如下:The speed of on-ramp vehicles passing through the stop line of the ramp is estimated as follows:

Figure BDA0002441977170000092
Figure BDA0002441977170000092

式中,vn-pl是匝道车辆通过停车线的估算速度,

Figure BDA0002441977170000093
是车辆的平均长度,在计算时,为一个常量;Δtn-occupy是匝道车辆在雷达检测器上的占用时间;where vn-pl is the estimated speed of the ramp vehicle passing the stop line,
Figure BDA0002441977170000093
is the average length of the vehicle, which is a constant when calculating; Δtn-occupy is the occupancy time of the on-ramp vehicle on the radar detector;

(3)判断此车辆通过停车线的时刻是否位于红灯开启亮之后:匝道信号灯红灯启亮时刻为tred,而此匝道车辆通过匝道停车线的时刻为tn-pl,若此车辆通过匝道停车线的时刻tn-pl晚于红灯启亮时刻tred,则识别为此车辆具有闯红灯行为、发布“前方车辆闯红灯,请注意安全”的预警信息;否则此车辆没有闯红灯、不发布预警;(3) Judging whether the time when the vehicle passes the stop line is after the red light is turned on: the time when the red light of the ramp signal light is turned on is tred , and the time when the vehicle on the ramp passes the stop line is tn-pl . If the time tn-pl of the stop line of the ramp is later than the time tred of the red light, it is recognized that the vehicle has the behavior of running the red light, and the warning information of "the vehicle ahead runs the red light, please pay attention to safety" is issued; otherwise, the vehicle does not run the red light and will not be issued early warning;

匝道车辆通过匝道停车线时刻的估算方式如下:The estimated time of the on-ramp vehicle passing the ramp stop line is as follows:

Figure BDA0002441977170000094
Figure BDA0002441977170000094

式中,tn-pl是匝道车辆通过停车线的估算时间,Lcar.occupy是雷达检测器检测到的匝道车辆在雷达检测器上的占用长度;;Lsetting是雷达检测器的布设长度;In the formula, tn-pl is the estimated time for the ramp vehicle to pass the stop line, Lcar.occupy is the occupied length of the ramp vehicle detected by the radar detector on the radar detector; Lsetting is the layout length of the radar detector;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤3中基于PET进行合流区交通冲突的判别,具体来说,是基于PET对合流区交通冲突严重程度进行判别,判别流程图如图4,在判别过程中所使用的参数标示如图5所示,具体分为以下子步骤:In step 3 of a method for early warning of traffic conflict in a merging area of a highway based on ramp control, the traffic conflict in the merging area is judged based on PET. Specifically, the severity of the traffic conflict in the merging area is judged based on PET. The flow chart of the judgment is shown in the figure. 4. The parameters used in the discrimination process are marked as shown in Figure 5, and are specifically divided into the following sub-steps:

(1)匝道信号控制灯显示为绿灯,匝道雷达监测器检验有无车辆到达,若有则转(2),否则不进行预警;这个步骤是不可以省略的,因为在前面步骤1中,即使只有匝道没有车流,只要主干道有车流且小于警戒值,匝道信号控制就会显示绿灯,而进行后续步骤有时需要以匝道有车辆经过为前提的;(1) The ramp signal control light is displayed as a green light, and the ramp radar monitor checks whether there is a vehicle arriving, and if so, turn to (2), otherwise no warning will be given; this step cannot be omitted, because in the previous step 1, even if Only the ramp has no traffic flow, as long as the main road has traffic flow and is less than the warning value, the ramp signal control will display a green light, and the subsequent steps sometimes require the premise that there are vehicles passing through the ramp;

(2)考虑到主干道上的车辆受合流区交通状态的影响,可近似认为主干道上的车辆均做匀减速运动,基于雷达检测器对主干道上的车辆进行分车道采集基本交通参数,包括主干道第i车道的第j个车辆距合流区冲突区域起点的距离

Figure BDA0002441977170000101
速度
Figure BDA0002441977170000102
加速度
Figure BDA0002441977170000103
定义主干道车辆到达合流区冲突区域起点的时间
Figure BDA0002441977170000104
可近似认为匝道上的车辆均先做匀减速运动后看到主干道有车辆经过做匀速运动;(2) Considering that the vehicles on the main road are affected by the traffic conditions in the merging area, it can be approximated that the vehicles on the main road decelerate uniformly, and the vehicles on the main road are divided into lanes based on the radar detector to collect basic traffic parameters. The distance of the j-th vehicle including the i-th lane of the main road from the starting point of the conflict area in the merge area
Figure BDA0002441977170000101
speed
Figure BDA0002441977170000102
acceleration
Figure BDA0002441977170000103
Defines the time when arterial road vehicles arrive at the beginning of the conflict zone in the merging zone
Figure BDA0002441977170000104
It can be approximated that the vehicles on the ramp first make a uniform deceleration movement, and then see that there are vehicles passing by on the main road and make a uniform movement;

Figure BDA0002441977170000105
Figure BDA0002441977170000105

解得:Solutions have to:

Figure BDA0002441977170000106
Figure BDA0002441977170000106

对单车道匝道上的的第n个车辆进行分车道采集基本交通参数,包括匝道车辆距合流区冲突区域起点的距离xn、速度vn、加速度an、定义匝道车辆到达合流区冲突区域起点的时间tn;此外,为了安全起见,通常会附加一定的安全距离值为d0,以便让驾驶员有足够的反应时间。Collect basic traffic parameters for the n-th vehicle on a single-lane ramp by lane, including the distance xn , speed vn , acceleration an of the ramp vehicle from the starting point of the conflict area in the merging area, and defining the arrival of the vehicle on the ramp to the starting point of the conflict area in the merging area. time tn ; in addition, for the sake of safety, a certain safety distance value d0 is usually added to allow the driver to have enough reaction time.

Figure BDA0002441977170000107
Figure BDA0002441977170000107

解得:Solutions have to:

Figure BDA0002441977170000108
Figure BDA0002441977170000108

(3)计算主干道车辆与匝道车辆的后侵入时间PET:(3) Calculate the rear intrusion time PET of the main road vehicle and the ramp vehicle:

Figure BDA0002441977170000109
Figure BDA0002441977170000109

(4)基于冲突阈值初步判别交通冲突严重程度,同时记录下存在交通冲突的车辆对:由公式(6)~(10)可以估算出主干道车辆与匝道车辆的后侵入时间PET,选取得到的PET的15%、50%、85%分位值作为PET阈值,将交通冲突严重程度划分为4种等级:(4) Preliminarily determine the severity of traffic conflicts based on the conflict threshold, and record the vehicle pairs with traffic conflicts: From formulas (6) to (10), the post-intrusion time PET of the main road vehicle and the ramp vehicle can be estimated, and the obtained The 15%, 50%, and 85% quantiles of PET are used as PET thresholds to divide the severity of traffic conflicts into 4 levels:

rank.1较为严重的冲突、rank.2严重的冲突、rank.3一般的冲突以及rank.4轻微的冲突;Serious conflicts in rank.1, serious conflicts in rank.2, general conflicts in rank.3, and minor conflicts in rank.4;

同时,记录下存在前三种交通冲突类型的主干道车辆及对应的匝道车辆,记这样的一对车辆为存在交通冲突的车辆对,并对车辆对的标号为vehiclepair.number、对此车辆对中主干道车辆编号为

Figure BDA0002441977170000111
对此车辆对中匝道车辆编号为
Figure BDA0002441977170000112
At the same time, record the main road vehicles and the corresponding ramp vehicles that have the first three types of traffic conflicts, record such a pair of vehicles as the vehicle pair with traffic conflict, and label the vehicle pair as vehiclepair.number, this vehicle pair The vehicle number of the main road is
Figure BDA0002441977170000111
For this vehicle centering ramp, the vehicle number is
Figure BDA0002441977170000112

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤4中针对存在交通冲突的主干道车辆,进行换道检测,确定最终的交通冲突严重程度等级;详细地说是对步骤3中存在交通冲突类型的主干道车辆进行是否具有换道行为的检测;检测车辆是否进行换道是十分有必要的,因为高速公路合流区主干道上的车辆越靠近匝道,发生交通冲突的可能性越大,风险也越大;换道检测流程图如图6所示,所涉及的参数的标示如图7所示,具体计算子步骤如下:In step 4 of a method for early warning of traffic conflicts in expressway merging areas based on ramp control, lane change detection is performed for the main road vehicles that have traffic conflicts, and the final traffic conflict severity level is determined; It is necessary to detect whether the vehicles on the main road of the traffic conflict type have lane-changing behavior; it is very necessary to detect whether the vehicle changes lanes, because the closer the vehicles on the main road in the merging area of the expressway are to the ramp, the greater the possibility of traffic conflicts. , the risk is also greater; the flow chart of lane change detection is shown in Figure 6, and the labels of the involved parameters are shown in Figure 7. The specific calculation sub-steps are as follows:

(1)由步骤3中可以得到存在交通冲突的主干道车辆编号

Figure BDA0002441977170000113
根据车辆编号信息可以得到相应的经雷达探测器探测到的主干道车辆的最初位置的纵坐标
Figure BDA0002441977170000114
及对应的1.5s后位置的纵坐标
Figure BDA0002441977170000115
(1) From step 3, the vehicle number of the main road with traffic conflict can be obtained
Figure BDA0002441977170000113
According to the vehicle number information, the ordinate of the initial position of the main road vehicle detected by the corresponding radar detector can be obtained
Figure BDA0002441977170000114
And the ordinate of the corresponding position after 1.5s
Figure BDA0002441977170000115

(2)计算存在冲突的主干道车辆两个时刻纵坐标的差值的绝对值Δy1,并将此绝对值与车辆所在车道宽度的一半

Figure BDA0002441977170000116
进行比较,若是此差值不小于此车辆所在车道的一半,则视为车辆进行了换道,转步骤(3),否则视为车辆没有进行换道、原先的预警等级不变;具体计算如下;(2) Calculate the absolute value Δy1 of the difference between the ordinates of the vehicles on the main road with conflict at two moments, and set this absolute value to half the width of the lane where the vehicle is located
Figure BDA0002441977170000116
For comparison, if the difference is not less than half of the lane where the vehicle is located, it is considered that the vehicle has changed lanes, and then go to step (3), otherwise it is considered that the vehicle has not changed lanes and the original warning level remains unchanged; the specific calculation is as follows ;

对主干道上的车辆:For vehicles on main roads:

Figure BDA0002441977170000117
Figure BDA0002441977170000117

若是

Figure BDA0002441977170000118
则视为此主干道上的车辆进行了换道;if
Figure BDA0002441977170000118
The vehicle on the main road is deemed to have changed lanes;

若是

Figure BDA0002441977170000119
则视为此主干道上的车辆未进行换道;if
Figure BDA0002441977170000119
It is deemed that the vehicle on this main road has not changed lanes;

(3)计算存在冲突的车辆对两个时刻纵坐标差值,即主干道车辆两个时刻纵坐标的差值Δy2,并将此差值与0比较,若是差值大于0,则视为车辆向内侧换道、冲突危险程度减轻一个等级;若是差值小于0,则视为车辆向外侧换道、冲突危险程度增加一个等级;具体计算如下:(3) Calculate the difference between the two time ordinates of vehicles in conflict, that is, the difference Δy2 between the two time ordinates of the main road vehicle, and compare the difference with 0. If the difference is greater than 0, it is regarded as If the difference is less than 0, the vehicle will change lanes to the outside, and the conflict risk will increase by one level; the specific calculation is as follows:

对主干道上的车辆:For vehicles on main roads:

Figure BDA0002441977170000121
Figure BDA0002441977170000121

若是

Figure BDA0002441977170000122
则视为此主干道上的车辆向外侧换道、危险等级降低一级;if
Figure BDA0002441977170000122
It is deemed that the vehicle on the main road changes lanes to the outside, and the danger level is lowered by one level;

若是

Figure BDA0002441977170000123
则视为此主干道上的车辆向内侧换道、危险等级增加一级;if
Figure BDA0002441977170000123
It is deemed that the vehicle on the main road changes lanes to the inside, and the danger level is increased by one level;

一种基于匝道控制的高速公路合流区交通冲突预警方法的步骤5中,根据步骤4中得到的不同交通冲突严重程度在交通预警显示屏发布不同的预警信息;具体如下:In step 5 of a method for early warning of traffic conflicts in expressway merging areas based on ramp control, different early warning information is released on the traffic early warning display screen according to the different severity of traffic conflicts obtained in step 4; the details are as follows:

针对较为严重的冲突,在交通预警显示屏发布“请立即减速慢行”的预警信息;For more serious conflicts, the warning message "Please slow down immediately" is issued on the traffic warning display;

针对严重的冲突,在交通预警显示屏发布“请尽快减速慢行”的预警信息;For serious conflicts, the warning message "Please slow down as soon as possible" is issued on the traffic warning display;

针对一般的冲突,在交通预警显示屏发布“保持车距、小心慢行”的预警信息;For general conflicts, a warning message of "keep your distance and drive slowly" will be issued on the traffic warning display;

针对轻微的冲突,不在交通预警显示屏发布预警信息。For minor conflicts, warning information is not issued on the traffic warning display.

Claims (3)

1. A traffic conflict early warning method for a highway confluence area based on ramp control is characterized by comprising the following steps:
step 1, controlling a ramp signal lamp based on a real-time traffic flow monitoring comparison result, and turning to step 2 if the control result is that a red light is displayed; if the control result is that a green light is displayed, turning to the step 3;
step 2, judging whether the ramp vehicle runs the red light, if the ramp vehicle runs the red light, turning to step 5, issuing early warning information, otherwise, not performing early warning;
step 3, if the control result shows that the lamp is green, judging the traffic conflict in the confluence area based on PET and preliminarily determining the grade of the severity of the traffic conflict;
the method comprises the following specific substeps:
(1) the ramp signal control lamp displays a green lamp, the ramp radar monitor detects whether vehicles arrive, if so, the ramp radar monitor turns to the step (2), otherwise, the warning is not carried out;
(2) considering the influence of the traffic state of the confluence area on vehicles on the main road, setting the vehicles on the main road to do uniform deceleration motion, and acquiring basic traffic parameters including the distance between the jth vehicle of the ith lane of the main road and the starting point of the confluent area conflict area by dividing lanes of the vehicles on the main road based on a radar detector
Figure FDA0002441977160000011
Speed of rotation
Figure FDA0002441977160000012
Acceleration of a vehicle
Figure FDA0002441977160000013
Defining the time of the main road vehicle reaching the beginning of the confliction area
Figure FDA0002441977160000014
Setting vehicles on the ramp to do uniform deceleration motion firstly, and then seeing that the vehicles on the main road do uniform motion;
Figure FDA0002441977160000015
obtaining by solution:
Figure FDA0002441977160000016
acquiring basic traffic parameters in different lanes for nth vehicle on single-lane ramp, including distance x between the ramp vehicle and the starting point of confliction area of confluence zonenVelocity vnAcceleration anDefining the time t for the ramp vehicle to reach the starting point of the confliction arean(ii) a In addition, a certain safety distance value d is added for safety0
Figure FDA0002441977160000017
Obtaining by solution:
Figure FDA0002441977160000018
(3) calculating the post-intrusion time of the main road vehicle and the ramp vehicle
Figure FDA0002441977160000019
(4) Preliminarily judging the severity of the traffic conflict based on the conflict threshold, and simultaneously recording the vehicle pairs with the traffic conflict: calculating the post-intrusion time PET of the main road vehicle and the ramp vehicle, selecting the 15%, 50% and 85% quantile values of the obtained PET as PET threshold values, and dividing the severity of the traffic conflict into 4 grades:
rank.1 is more severe, rank.2 is severe, rank.3 is general, and rank.4 is mild; meanwhile, main road vehicles and corresponding ramp vehicles of the first three traffic conflict types are recorded, the pair of vehicles is recorded as a vehicle pair with traffic conflict, the number of the vehicle pair is vehicleair
Figure FDA0002441977160000021
The vehicles on the centering ramp are numbered as
Figure FDA0002441977160000022
Step 4, carrying out lane change detection on the main road vehicles with traffic conflicts, determining the final traffic conflict severity level and turning to step 5;
in the step, whether the main road vehicles with the traffic conflict types in the step 3 have the lane changing behavior is detected; the specific calculation sub-steps are as follows:
(1) the main road vehicle number with traffic conflict can be obtained in step 3
Figure FDA0002441977160000023
The longitudinal coordinate of the initial position of the corresponding main road vehicle detected by the radar detector can be obtained according to the vehicle number information
Figure FDA0002441977160000024
And the corresponding ordinate of the 1.5s rear position
Figure FDA0002441977160000025
(2) Calculating the absolute value delta y of the difference value of the vertical coordinates of the two moments of the main road vehicles with conflict1And the absolute value is compared with half of the width of the lane where the vehicle is located
Figure FDA0002441977160000026
Comparing, if the difference is not less than half of the lane where the vehicle is located, determining that the vehicle has changed lanes, and turning to the step (3), otherwise determining that the vehicle has not changed lanes and the original early warning level is unchanged; the specific calculation comprises the following steps: for vehicles on the main road:
Figure FDA0002441977160000027
if it is
Figure FDA0002441977160000028
The vehicles on the main road are considered to be changed; if it is
Figure FDA0002441977160000029
Determining that the vehicles on the main road are not changed;
(3) calculating the difference value of the longitudinal coordinates of the conflicting vehicles to the longitudinal coordinates of the two moments, namely the difference value delta y of the longitudinal coordinates of the two moments of the main road vehicles2Comparing the difference with 0, and if the difference is greater than 0, judging that the degree of danger of lane change to the inner side and collision of the vehicle is reduced by one grade; if the difference is less than 0, the vehicle is considered to change lanes outwards and the collision danger degree is increased by one grade; the specific calculation includes for vehicles on the arterial road:
Figure FDA00024419771600000210
if it is
Figure FDA00024419771600000211
The vehicles on the main road are considered to change the road outwards and the danger level is reduced by one level; if it is
Figure FDA00024419771600000212
The vehicles on the main road are considered to change the road inwards and the danger level is increased by one level;
and 5, issuing different early warning information on a traffic early warning display screen according to different traffic conflict severity degrees.
2. The expressway confluence area traffic conflict early warning method based on ramp control as claimed in claim 1, wherein the traffic light signal control is performed on the single-lane ramp based on the real-time monitoring and comparison result of the traffic flow in step 1, and the ramp signal light control flow chart is shown in fig. 2, wherein the traffic flow to be acquired includes two types: real-time equivalent traffic Q of main trunk road of confluence areamainEquivalent traffic volume Q of merging zone rampramp(ii) a By setting the traffic warning value Q of the main road equivalent in advancemain.warningTraffic volume warning value Q of equivalent traffic volume of traffic laneramp.warningSetting the warning values of the equivalent traffic volume of the main road and the ramp to be 80% of the designed traffic capacity of the road, and calculating in the following way: qmain.warning=0.8Qmain.set,Qramp.warning=0.8Qramp.set(ii) a Then real-time equivalent traffic Q of the main road of the confluence area monitored by a road flow monitor in real timemain.realtimeReal-time equivalent traffic volume Q of merging zone rampramp.realtimeComparing the traffic volume warning value with the equivalent traffic volume warning value of the main road and the equivalent traffic volume warning value of the ramp when Q ismain.realtime≥Qmain.warningWhen the traffic volume of the ramp is larger than the warning value of the traffic volume of the ramp, the ramp signal lamp displays red light; when Q ismain.realtime<Qmain.warningComparing the real-time equivalent traffic volume of the ramp with the warning value of the equivalent traffic volume of the ramp if the real-time equivalent traffic volume of the ramp is Qramp.realtime<Qramp.warningThe ramp signal lamp displays green light and allows ramp vehicles to enter a confluence area for passing; if it is Qramp.realtime≥Qramp.warningAnd the ramp signal lamp displays a red light.
3. The expressway confluence area traffic conflict warning method based on ramp control as claimed in claim 1,
and 2, judging whether the ramp vehicle has the red light running condition or not, wherein the red light running behavior is defined in that the vehicle crosses a stop line to enter a conflict area within the phase red light time. The substep of judging whether the red light running behavior of the ramp vehicle appears is as follows:
(1) recording the time when the nth vehicle on the ramp acquired by the monitor steps on the monitor and the occupation time on the monitor, and respectively recording the time as tn-startAnd Δ tn-occupyTurning to the step (2);
(2) identifying whether the vehicle has taken a deceleration brake: the method comprises the steps of presetting a speed warning value v of a ramp vehicle passing through a stop linen-warningIf the vehicle passes the estimated speed v of the stop line on the rampn-plLess than a set speed warning value vn-warningIf the vehicle is determined to adopt deceleration braking and is identified as a parking behavior; otherwise, performing deceleration braking, and turning to the step (3);
the speed alert value is calculated as follows:
Figure FDA0002441977160000031
in the formula, vn-warningIs the speed warning value of the vehicles passing through the stop line on the ramp, DsIs the distance between the ramp radar detector and the ramp stop line; the speed estimation mode of the ramp vehicle passing through the stop line of the ramp is as follows:
Figure FDA0002441977160000032
in the formula, vn-plIs the estimated speed of the on-ramp vehicle through the stop line,
Figure FDA0002441977160000041
is the average length of the vehicle, which is a constant when calculated; Δ tn-occupyIs the occupancy time of the ramp vehicle on the radar detector;
(3) judging whether the time when the vehicle passes through the stop line is positioned after the red light is turned on: the red light of the ramp signal lamp is turned on at the time tredAnd the time when the ramp vehicle passes through the ramp stop line is tn-plIf the vehicle passes through the stop line of the rampn-plLater than the red light turn-on time tredThen recognizing that the vehicle has a breakRed light behavior, issuing early warning information of 'a vehicle ahead runs a red light and please pay attention to safety'; otherwise, the vehicle does not run the red light and does not issue the early warning; the estimation mode of the time when the vehicles on the ramp pass through the stop line of the ramp is as follows:
Figure FDA0002441977160000042
in the formula, tn-plIs the estimated time for the on-ramp vehicle to pass the stop line, Lcar.occupyL is the length of the ramp vehicle on the radar detector detected by the radar detectorsettingIs the layout length of the radar detector.
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
CN111968373A (en)*2020-08-272020-11-20哈尔滨工业大学Method for determining lane changing characteristics of reconstruction and extension of highway traffic control area
CN112382093A (en)*2020-11-132021-02-19浙江交投高速公路建设管理有限公司Highway ramp auxiliary early warning method based on vehicle-road cooperation
CN112847388A (en)*2020-12-312021-05-28武汉理工大学Construction area dynamic guiding method based on bionic traffic worker robot
CN112885085A (en)*2021-01-152021-06-01北京航空航天大学Confluence control strategy applied to reconstruction and extension of highway construction area
CN112927512A (en)*2021-02-242021-06-08山东科技大学Expressway ramp confluence control system and method
CN115691152A (en)*2021-07-292023-02-03北京万集科技股份有限公司Traffic dispatching method and equipment for ramp junction
CN116013076A (en)*2023-01-062023-04-25合肥工业大学 A dynamic control method for lane changing of main line vehicles in the merge area of expressway

Citations (8)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
WO2001025410A3 (en)*1999-10-012002-01-10Angstrom Pharmaceuticals IncDIAGNOSTIC PROBES AND THERAPEUTICS TARGETING uPA AND uPAR
CN1752344A (en)*2005-10-182006-03-29钱红波T-type signal control crossing traffic designing and traffic controlling method
CN102073853A (en)*2011-01-142011-05-25华南理工大学Method for tracking multi-target vehicles by adopting MCMC (Markov Chain Monte Carlo) algorithm
CN102509067A (en)*2011-09-222012-06-20西北工业大学Detection method for lane boundary and main vehicle position
CN103077280A (en)*2013-01-122013-05-01天津市市政工程设计研究院Traffic design method for branch and confluent areas of underground road for safety of large vehicles
CN105654779A (en)*2016-02-032016-06-08北京工业大学Expressway construction area traffic flow coordination control method based on vehicle-road and vehicle-vehicle communication
CN110956851A (en)*2019-12-022020-04-03清华大学 A method for cooperative scheduling and lane changing of intelligent networked vehicles
CN110968909A (en)*2018-09-302020-04-07北京建筑大学 A Non-motor Vehicle Simulation Method Based on Discrete Element Simulation Platform

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
WO2001025410A3 (en)*1999-10-012002-01-10Angstrom Pharmaceuticals IncDIAGNOSTIC PROBES AND THERAPEUTICS TARGETING uPA AND uPAR
CN1752344A (en)*2005-10-182006-03-29钱红波T-type signal control crossing traffic designing and traffic controlling method
CN102073853A (en)*2011-01-142011-05-25华南理工大学Method for tracking multi-target vehicles by adopting MCMC (Markov Chain Monte Carlo) algorithm
CN102509067A (en)*2011-09-222012-06-20西北工业大学Detection method for lane boundary and main vehicle position
CN103077280A (en)*2013-01-122013-05-01天津市市政工程设计研究院Traffic design method for branch and confluent areas of underground road for safety of large vehicles
CN105654779A (en)*2016-02-032016-06-08北京工业大学Expressway construction area traffic flow coordination control method based on vehicle-road and vehicle-vehicle communication
CN110968909A (en)*2018-09-302020-04-07北京建筑大学 A Non-motor Vehicle Simulation Method Based on Discrete Element Simulation Platform
CN110956851A (en)*2019-12-022020-04-03清华大学 A method for cooperative scheduling and lane changing of intelligent networked vehicles

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
徐康俊: "智能汽车换道轨迹规划方法的研究", 《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》*
马艳丽等: "基于PET算法的匝道合流区交通冲突识别模型", 《交通运输系统工程与信息》*

Cited By (10)

* Cited by examiner, † Cited by third party
Publication numberPriority datePublication dateAssigneeTitle
CN111968373A (en)*2020-08-272020-11-20哈尔滨工业大学Method for determining lane changing characteristics of reconstruction and extension of highway traffic control area
CN112382093A (en)*2020-11-132021-02-19浙江交投高速公路建设管理有限公司Highway ramp auxiliary early warning method based on vehicle-road cooperation
CN112847388A (en)*2020-12-312021-05-28武汉理工大学Construction area dynamic guiding method based on bionic traffic worker robot
CN112847388B (en)*2020-12-312022-04-29武汉理工大学Construction area dynamic guiding method based on bionic traffic worker robot
CN112885085A (en)*2021-01-152021-06-01北京航空航天大学Confluence control strategy applied to reconstruction and extension of highway construction area
CN112927512A (en)*2021-02-242021-06-08山东科技大学Expressway ramp confluence control system and method
CN112927512B (en)*2021-02-242022-03-29山东科技大学 A kind of expressway ramp merge control system and method
CN115691152A (en)*2021-07-292023-02-03北京万集科技股份有限公司Traffic dispatching method and equipment for ramp junction
CN116013076A (en)*2023-01-062023-04-25合肥工业大学 A dynamic control method for lane changing of main line vehicles in the merge area of expressway
CN116013076B (en)*2023-01-062023-11-03合肥工业大学 A dynamic control method for lane changing of main line vehicles in expressway merging areas

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