27 results about "Headway" patented technology

The invention discloses a short-time traffic jam prediction method fusing FCM clustering and GA-Bi-GRU, relates to the technical field of traffic safety, and aims to solve the problem of low traffic jam prediction accuracy due to the fact that time sequence characteristics of traffic data are not fully considered in the prior art. And then, establishing a traffic flow prediction model, and inputting predicted traffic flow parameters into an FCM model to realize traffic congestion level prediction. According to the prediction model, forward and backward GRU time recurrent neural networks are designed on the basis of a gating recurrent unit (GRU) so as to fully mine data features, and in order to further capture the influence of different time steps, a time attention mechanism is introduced into the model, the time features of data are deeply mined, and optimization is carried out in combination with a genetic algorithm (GA).

The invention provides a motorcade active-disturbance-rejection control method and system with a variable time interval strategy. The method comprises the following steps: acquiring state information of each vehicle in a vehicle queue system; the leader vehicle and the following vehicle carry out information transmission; under the condition of considering external disturbance, a vehicle dynamics model referring to the Newton second law is established, and a variable time interval strategy is constructed; compensating unmodeled dynamic and external disturbances in the vehicle dynamics model by using a time-varying gain expansion state observer in an active disturbance rejection control technology, and constructing a virtual controller and an actual controller based on a backstepping method; and according to the constructed virtual controller and the actual controller, realizing position and speed synchronization of the following vehicle and the leading vehicle in the queue under the condition of considering unmodeled dynamics and external disturbance. According to the method, the non-smooth problem at the saturation threshold is solved, the fluctuation influence can be effectively reduced, the safety is guaranteed, and the passing efficiency is improved; and the problem of gain attenuation is solved while the high gain characteristic is reserved.

The invention discloses an urban rail transit peak period train departure interval optimization method based on multi-line cooperative scheduling, and relates to the technical field of rail transit operation management. The method comprises the following steps: firstly, constructing a network topology containing key transfer stations and a passenger flow OD matrix; establishing a passenger travel space-time network model to accurately describe a transfer waiting process; further constructing an optimization model with the goal of minimizing the total cost of the system, wherein the model comprehensively considers the passenger waiting time, the in-vehicle crowding degree, the operation cost and the transfer collaboration degree; and finally, designing a mixed intelligent algorithm combining Lagrangian relaxation and a meta-heuristic algorithm for solving, and generating a multi-line cooperative departure interval scheme. According to the method, the limitation of single-line independent scheduling is broken through, resource allocation can be optimized from the overall perspective of a line network, the total travel time of passengers and transfer station congestion are effectively reduced, and the overall transportation efficiency and service quality of a rail transit system in peak periods are remarkably improved.

The present invention relates to an apparatus and method for predicting traffic information. The traffic information prediction apparatus can include a data calculation device for deriving inter-vehicle distance, headway, and vehicle density using a plurality of sensors installed on a vehicle, and a prediction device for deriving driving speed data corresponding to the vehicle density and predicting traffic information.

A device may obtain video data associated with a driving event involving a first vehicle. The device may determine a vanishing point associated with the video data and may construct a cone of impact of the first vehicle based on the vanishing point. The device may detect a second vehicle within the cone of impact and may analyze the subset of video frames to determine a distance between the first vehicle and the second vehicle. The device may determine a speed of the first vehicle during a time period associated with a subset of video frames. The device may determine a headway score, representative of a severity associated with the first vehicle being within a proximity threshold of the second vehicle during the time period, based on the distance and the speed. The device may determine an occurrence of a tailgating event based on the headway score.

Described herein is a rail-based system (1000) for communication between a plurality of railway vehicles. The system (1000) comprises a contact (100) adapted for providing an electrical connection between at least one of the plurality of railway vehicles (2000) and at least one rail track (3000); a transceiver (102) associated with at least one of the plurality of railway vehicles (2000). The transceiver (2000) is adapted to transmit and / or receive an electrical signal by way of the contact (100) from the at least one of the plurality of railway vehicles (2000) to and / or from the at least one rail track (3000). The electrical signal is transmitted and / or received over the at least one rail track (3000) to communicate between the plurality of railway vehicles (2000). The transceiver (102) is adapted to adjust a power output of the electrical signal to determine a distance between the plurality of railway vehicles (2000) and the power output of the electrical signal is derived based on a function of one or both of a headway, and / or power input.

With respect to an adaptive cruise control method for autonomously adapting the speed of an ego vehicle (300) to maintain a target headway, headway being distance from the ego vehicle to a forward vehicle (302), the ego vehicle equipped with a perception system (100) for measuring a current headway and a current speed and acceleration of the forward vehicle relative to ego vehicle, the method may comprise: in response to detecting that the current headway is below the target headway, determining and implementing a deceleration strategy for increasing to the target headway; wherein the deceleration strategy is determined so as to selectively optimize for comfort in dependence on a predicted headway, the predicted headway computed for a future time instant based on the current speed and acceleration of the forward vehicle relative to the ego vehicle.

A smart light truck path planning method includes: building multiple road obstacle avoidance scenarios for light trucks, obtaining the coordinates of the starting point, end point, and obstacle locations in the road obstacle avoidance scenarios; introducing a target distance evaluation function, a headway evaluation function, and a curvature evaluation function into a dynamic window algorithm to obtain a primary-improved dynamic window algorithm; dynamically adjusting the weights of the primary-improved dynamic window algorithm using a global adaptive weight value adjustment strategy to obtain a secondary-improved dynamic window algorithm; optimizing the path variance in the secondary-improved dynamic window algorithm using an improved artificial lemming optimization algorithm to obtain a tertiary-improved dynamic window algorithm; and performing path planning for the light truck based on the coordinates of the starting point, end point, and obstacle locations using the tertiary-improved dynamic window algorithm to obtain an obstacle avoidance path. The present invention can improve the smoothness of the planned trajectory and enhance path planning performance.

A vehicle includes at least one sensor in communication with a controller. The controller includes a ranging module configured to determine a headway between the vehicle and a lead vehicle traveling ahead of the vehicle. The controller also includes a headway learning module and an adaptive cruise control module. The headway learning module is configured to learn a set of personalized headways while the adaptive cruise control module is not engaged. The adaptive cruise control module is configured to maintain the vehicle at a personalized headway from the lead vehicle when the active cruise control module is engaged.

A cruise control method includes determining that a host vehicle is traveling downhill and determining an axle torque command to maintain a predetermined headway distance from the host vehicle to a lead vehicle while the host vehicle is traveling downhill. The method further includes determining that a brake of the host vehicle is actuated to provide the axle torque command previously determined and comparing the axle torque command with a brake exit threshold to determine whether the axle torque command is greater than the brake exit threshold. Further, the method includes comparing the headway distance between the host vehicle and the lead vehicle with a headway exit threshold to determine whether the headway distance between the host vehicle and the lead vehicle is greater than the headway exit threshold. Also, the method includes commanding the brake of the host vehicle to disengage to terminate braking.

A refined calibration method for a simplified car-following model based on multi-source data belongs to the field of intelligent transportation technology. In order to improve the accuracy of the simulation results of the simplified car-following model, the present invention includes obtaining road network data, geomagnetic detection equipment data, geomagnetic detection data, floating vehicle GPS Data is collected; roads are divided into different grades and roads are interrupted and merged; data is processed to remove missing or abnormal data; the average vehicle length of different types of vehicles is calibrated; the average headway between different types of vehicles at rest is calibrated through intersection surveys; the average effective vehicle length of different types of vehicles at rest is calculated; the free flow speed of different grades of roads is calibrated; the capacity of different grades of roads and the corresponding average effective vehicle length are calibrated based on processed geomagnetic detection data; and the driver reaction time coefficient of different grades of roads is calculated. This invention improves the accuracy of the simulation results of the simplified car-following model.

The application discloses a method and system for optimizing skylight and train diagram considering fluctuation demand, and relates to the technical field of skylight and train diagram optimization. The method comprises the following steps: obtaining the working state of track equipment, passenger and freight transportation demand, maintenance operation demand, passenger and freight train operation parameters, and maintenance operation cancellation cost parameters; constructing a skylight and train diagram optimization model considering fluctuation demand according to the above information; decomposing the initial model into a series of minimum cost sub-models by using a high-order term dimension reduction method and an alternating direction multiplier decomposition method; solving the minimum cost sub-models by using an improved heuristic algorithm based on an alternating direction multiplier framework, and outputting an optimal skylight scheme and train diagram under specific passenger and freight transportation demand. The application simultaneously considers passenger and freight train operation cost and maintenance operation cancellation cost, adjusts skylight length by changing the number of daily skylight maintenance operations, and flexibly matches passenger and freight transportation demand, so that the service level of trains is improved while the safety of railway transportation organization is ensured.

The present invention provides a group train headway determining method and system. The method comprises: obtaining a group train in-section headway, a group train station departure interval, and a group train station arrival interval; and determining a group train headway on the basis of the maximum one of the group train in-section headway, the group train station departure interval, and the group train station arrival interval. The average headway between group cargo trains can be minimized to 3 min, and the maximum transport capacities of heavy-load train group operation control systems are improved.

A vehicle system includes a control module and a display module. The control module is configured to: identify a lane in which the vehicle should be located based on a current driving route of the vehicle, a change to the current driving route, and a real-time traffic condition to provide smooth navigation; determining lane merging feasibility based on the expected time headway value and a time slot to merge into the identified lane; determining a modified lane merging feasibility based on the lane merging feasibility and the lane speed data; and identifying portions of the identified lane for incorporation based on the modified lane merging feasibility. A display module is configured to output a visual representation of the highlighted identified portion to indicate which lane the vehicle should be in and a recommendation where it is incorporated into that lane. Other example vehicle systems and vehicle control methods are also disclosed.

The present application relates to the technical field of traffic control, and in particular to a method, system, device, and medium for detecting and evaluating highway traffic flow. The present application first utilizes video detectors, radar detectors, and coil detectors to collaboratively collect parameters such as vehicle type distribution, vehicle speed distribution, and headway spacing. Based on these data, the application then calculates a traffic flow heterogeneity index, which includes a large vehicle impact coefficient, a vehicle speed difference coefficient, and a following safety factor. Furthermore, the application analyzes the traffic flow operating status to obtain the traffic capacity attenuation characteristics, ultimately achieving an evaluation of the traffic efficiency of different road sections. This allows for a more comprehensive and accurate reflection of the operating quality of mixed traffic flows.

The present application relates to a kind of confluence area vehicle cooperative control method, device, electronic equipment and storage medium, its method includes: based on the preset distance demarcation confluence area from confluence point to intersection;According to the headway of adjacent vehicle, the vehicle in confluence area is grouped, and multiple passing sequences are set in group unit;Based on the time that vehicle reaches confluence point, construct cost function, and utilize the cost function to obtain the passing time cost of each passing sequence, to determine optimal passing sequence.The present application is by the vehicle queue that the vehicle with headway less than set threshold is formed, reduces vehicle passing sequence decision algorithm calculation time, improves confluence area passing efficiency.

A cruise control method includes determining that a host vehicle is traveling downhill and determining an axle torque command to maintain a predetermined headway from the host vehicle to a preceding vehicle while the host vehicle is traveling downhill. The method also includes determining that a brake of the host vehicle is actuated to provide a previously determined axle torque command, and comparing the axle torque command to a brake exit threshold to determine if the axle torque command is greater than the brake exit threshold. Further, the method includes comparing the headway between the host vehicle and the preceding vehicle to a headway exit threshold to determine if the headway between the host vehicle and the preceding vehicle is greater than the headway exit threshold. In addition, the method includes commanding a brake of the host vehicle to release to terminate braking.

The invention discloses a road actual traffic capacity calculation method under an intelligent network connection vehicle formation, and the method comprises the steps: carrying out the statistics of the formation number and average vehicle speed corresponding to the vehicle formation length at different times in a designated line according to historical monitoring data; according to the historical vehicle formation data set, estimating the vehicle distribution of the formation length at a given time and the headstock under the superspeed condition according to the average peak period and the peak period; and calculating the actual road traffic capacity of the vehicle formation under the ultra-high-speed condition based on the average vehicle head distance and the average vehicle speed.

The application discloses a kind of dynamic short-time passage regulation and control methods of vehicle turning under network environment, comprising:1, whether target vehicle is located in the turnable headway lane;2, whether there is vehicle travel in destination area;3, when there is no vehicle travel in destination area, short-time passage is constructed to make target vehicle left turn across two opposite lanes to enter destination;4, when there is vehicle travel in destination area, whether opposite lane meets the condition of being able to insert vehicle, short-time passage is constructed to make target vehicle U-turn into opposite lane and enter destination.The dynamic regulation and control method proposed in the application can realize information interaction between network vehicles and roadside facilities, network vehicles and network vehicles under network environment, fully utilize road resources under the premise of ensuring traffic safety, improve the efficiency of vehicle turning or U-turn into destination, reduce vehicle delay and improve road traffic capacity.

This application provides a dynamic calculation algorithm and system for highway vehicle conversion coefficients based on multi-source perception data. In this scheme, after acquiring target roadside perception data, a dynamic headway is determined for different vehicle types based on a preset vehicle control strategy and the target roadside perception data. Then, based on the dynamic headway for different vehicle types, the vehicle conversion coefficient for each vehicle type is determined. The vehicle types include at least autonomous trucks, and the vehicle control strategy is set based on autonomous trucks. Because this application can correspond to different vehicle control strategies and determine the dynamic headway for different vehicle types based on the determined vehicle control strategy, thereby determining the vehicle conversion coefficient, the method in this application is more targeted and can improve the accuracy of the vehicle conversion coefficient.

Embodiments of the present application relate to a kind of road traffic capacity measurement method, device and electronic equipment for automatic driving, comprising: obtaining the lane type of each lane in the road section to be measured;According to lane type, determine at least one vehicle type allowed to pass in each lane;The headway between the i-th vehicle and the j-th vehicle in the m-th lane, the market penetration rate corresponding to each of at least one vehicle type and the probability of each vehicle type selecting the lane type of the m-th lane are obtained;According to the market penetration rate corresponding to each of each vehicle type in the m-th lane, the probability of each vehicle type selecting the lane type of the m-th lane, and the headway between the i-th vehicle and the j-th vehicle in the m-th lane, the average headway of the m-th lane is obtained;Based on the average headway corresponding to each of each lane in all lanes, the total traffic capacity of the road section to be measured is determined.

The invention provides a vehicle lane changing decision method and device, computer equipment and a storage medium, and belongs to the field of vehicle driving. The method comprises the steps that whether a lane changing intention is generated or not is judged through a driver speed dissatisfaction degree accumulation mechanism; under the condition that a lane changing intention is generated, a virtual target vehicle is generated on a target lane, and a comprehensive evaluation index of the target lane is calculated based on an instantaneous headstock distance between the virtual target vehicle and a front vehicle and a predicted accumulated driving space of all vehicles in a certain range in front of the virtual target vehicle so as to select an optimal target lane; judging whether an actual gap between an adjacent front vehicle and an adjacent rear vehicle on the target lane meets a lane changing safety condition or not based on a Gipps car-following model; if the safety condition is met, lane changing operation is executed; otherwise, keeping driving on the original lane. Therefore, the driving safety and stability are guaranteed, and the decision reasonability and interpretability are improved.

The application discloses a traffic signal lamp timing method and device, equipment and storage medium, the method comprises: if the green light signal in the traffic signal lamp is opened, the driving state information of the vehicle behind the stop line in each preset period in the preset period is acquired, the driving state information comprises: average passing speed and average headway; according to the average headway, whether the vehicle behind the stop line is in abnormal state is determined; when the vehicle behind the stop line is not in abnormal state, according to the average passing speed, the timing information of the traffic signal lamp is determined; the timing information is sent to the signal machine to adjust the timing of the traffic signal lamp. The traffic signal lamp timing method of the application can improve the road traffic efficiency, thereby reasonably allocating traffic resources, reducing the occurrence of congestion, realizing accurate calculation of timing information, making the timing information adapt to the road operating conditions, and improving the accuracy and effectiveness of the timing information.

This application relates to an event-based automated calculation method for train headway on a subway line. By calculating the time between trains passing through specific locations sequentially according to a speed-position curve, and combining fixed turnout operations, route handling, and train turnaround times, the method automatically calculates the tracking time between trains passing through stations, turning around, and branching and merging at different locations. By defining the passage of trains through specific locations as events and calculating the time between each event, the method accurately determines the train headway time at different locations on the line, thereby reducing the workload of manual calculations and avoiding human errors.

The invention relates to the technical field of urban rail transit, and provides a train running interval analysis method, device and equipment, and the method comprises the steps: obtaining running path information of a to-be-analyzed scene, the running path information being used for representing different running routes of at least two trains in a target section; classifying the scene to be analyzed into a two-vehicle interference class or a multi-vehicle interference class based on the operation path information; if the vehicle interference type is classified into a two-vehicle interference type, analyzing to obtain a tracking interval according to a preset limit point set and a time link set; and if the train is classified into a multi-train interference type, firstly constructing a time sequence diagram according to a control time sequence, then reading an alternate train departure interval from the time sequence diagram, and obtaining a unified interval by adjusting the time of a key link. According to the method, the problem that the running interval cannot be accurately calculated due to different running paths of front and back trains in the prior art is solved, and accurate analysis and unified optimization of the train tracking interval in a complex path scene are realized.

The embodiment of the invention provides an automatic train control method, device and equipment of a train and a storage medium, and is applied to the technical field of urban rail transit. The method comprises the steps that the delay state of online trains is monitored in real time, a train set with the delay exceeding a threshold value is screened, and the train with the longest delay is determined as a reference train; based on the late state of the reference train, iteratively adjusting the station dwell time and the operation level of each train in the train sequence in front of the reference train at a subsequent station by taking a uniform running interval as a target; meanwhile, according to the actual departure time of the reference train at the late station, the predicted departure time of each train in the rear train sequence at the to-be-stopped station is dynamically adjusted; and finally, generating a global operation control instruction and updating the operation control chart based on the departure time adjustment results of the front and rear trains. In this way, the train delay and running interval conditions can be automatically detected, the problems that the trains are overstocked in the interval and the interval between the front train and the rear train is too large are solved, and non-inductive maintenance of passengers is achieved.

The method for planning safe vehicle distance based on risk coupling potential in a networked mixed traffic environment belongs to the field of vehicle intelligent interaction and active safety technology, including: obtaining information about the vehicle ahead of the vehicle through the cloud database of the Internet of Vehicles and the vehicle-mounted sensors of the vehicle to determine the safe headway between the two vehicles; inputting the safe headway and the vehicle speed into the longitudinal risk correction distance formula; calculating the speed difference between the two vehicles and the vehicle state risk factor of the leading vehicle based on the vehicle speed, the leading vehicle speed and the mass; and uniformly inputting the above-mentioned parts into the expression of the risk coupling potential value; finally, combining the potential value safety threshold to reversely infer the critical safe following distance of the vehicle. The risk coupling potential model proposed in the present invention can accurately analyze the risk differences of the leading vehicle to the vehicle in a networked mixed traffic environment caused by vehicle attributes, motion state and driver type, and thus provide a reasonable planning method for the safe following distance of vehicles of different types and motion states.