# Refined Judgment of Urban Traffic State Based on Machine Learning and Edge Computing

Authors: Lijuan Liu
Journal: Journal of Advanced Transportation
 (2022)

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## Abstract

Machine learning is a discipline that covers probability theory, statistics, approximate theoretical knowledge, and complex algorithm knowledge. It is committed to real-time simulation of human learning methods, which can effectively improve learning efficiency. The main function of this calculation method is to use a relatively open platform to integrate the Internet, computers, memory, and other terminal applications through integrated technical means. For providing short-distance services and applications, we should start from the edge of the program to create a faster network. Service response covers the basic needs of real-time processing industry, intelligent applications, and security and privacy protection. This paper aims to study the recognition of urban traffic conditions and refine the recognition through the improvement of edge computing algorithms. This paper proposes a method to calculate traffic flow parameters, preprocess the traffic flow data, delete irrelevant features, use flow theory to delete wrong data, and change the data in time according to actual needs, carrying out refined discrimination and analysis of urban traffic status. The experimental results in this paper show that the use of edge computing to fine-tune the state of urban traffic can divert traffic, greatly reduce traffic congestion, and increase traffic safety by 13%. Among them, the efficiency of road network time and space resources has also increased by 23%.


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## Body

## 1. Introduction

At present, the economy is developing rapidly and the demand for road traffic is also increasing. However, the increase in traffic accidents and traffic congestion has seriously affected the effectiveness of social operations and has also posed a huge threat to social development and the safety of people’s lives and property. According to the analysis of relevant experts, the number of vehicles in the future will still maintain strong growth potential, environmental pollution will be serious, and congestion, parking difficulties, and road safety problems will become increasingly obvious. Traffic congestion leads to reduced vehicle speeds, longer travel times, increased emissions, and increased travel costs. These problems immediately become one of the bottlenecks restricting urban development. At present, there are also many compact new energy vehicles, but the penetration rate is not high, and they will also cause pollution and congestion.In Intelligent Transportation Systems (ITS), urban traffic flow prediction and traffic state recognition functions are very important. Urban traffic congestion assessment and real-time traffic flow prediction can also provide a basis for the design of driving routes. The use of a series of detection methods to monitor road status parameters, understand the overall operating status of the current road, and take effective measures to improve road operation efficiency has become a measure of traffic optimization widely adopted by governments of various countries.Chen et al. mentioned in their article that there are many ways to classify data. They first introduced the concept of deep learning to hyperspectral data classification. First, they verified the eligibility of stacked autoencoders by following classification based on classical spectrum information. However, most of them do not extract deep features in layers [1]. Taleb et al. proposed a new calculation method in his research, which can effectively reduce the waiting time of users. In addition, they also introduced the MEC survey and focused on the basic key support technology [2]. The probability modeling dependence proposed by Werner et al. is essential for many applications in risk assessment and decision-making under uncertainty. Ignoring the dependence between multiple uncertainties may distort the model output and hinder the correct understanding of the overall risk. Whenever there is a lack of relevant data to quantify and model the dependence between uncertain variables, expert judgment may be sought to assess the joint distribution. However, due to too many unstable factors in the evaluation, the results are inaccurate [3]. The Japan Railway Institute of Technology has carried out research on sound source analysis and prediction methods to improve the operating efficiency of the Shinkansen and optimize the aerodynamic performance in order to reduce aerodynamic noise.The innovation of this paper is as follows: (1) By dividing the four traffic conditions to characterize the running state of the vehicle on the road and using the VISSIM traffic simulation software to create a simulation environment, this indicates that the vehicle tail length algorithm and the traffic density algorithm can identify the road traffic condition. VISSIM software can simulate the evacuation of pedestrians in large gatherings, and so on. In addition, VISSIM advanced applications can also carry out dynamic traffic allocation to the road network. (2) Obtain urban bayonet passing data through data acquisition technology, select and calculate traffic flow parameters based on existing research, identify and process wrong data, and repair missing data.


## 2. The Method of Judging Traffic State Based on Edge Computing

### 2.1. Data Acquisition and Processing Methods of Edge Computing

#### 2.1.1. Data Acquisition

In the context of the widespread application of big data technology, in order to complete data analysis through algorithms, such as machine learning and artificial intelligence, we need to use various types of equipment for data collection [4]. Therefore, the system needs to use the edge device itself or related sensors to collect the data required by the system according to the algorithm and actual application environment [5].


#### 2.1.2. Data Processing

Errors and other issues appeared [6]. Therefore, in order to minimize the deviation in the original data and ensure the consistency of the data, it is necessary to correct the collected data in order to obtain more accurate data. The data collected in the experiment may have missing values, repeated values, and so on, and data preprocessing is required before use. Common processes are removing unique attributes, dealing with missing values, attribute coding, data standardization and regularization, feature selection, and principal component analysis. The processed data samples are still unusable, and these data need to be distinguished. Therefore, we need to perform feature extraction on naked data to extract statistical features that can well characterize specific behaviors [7].


### 2.2. Calculation of Traffic Flow Parameters

According to the specific field conditions of the passing record of the intelligent transportation system, four parameters of traffic flow, speed, travel time, and traffic density are selected to describe the road traffic operation state [8].


#### 2.2.1. Traffic Flow

For a certain road section, the actual number of vehicles passing in a unit time period is the concept of traffic volume. Traffic volume is a dynamic variable, and its value changes with time and space. Therefore, it is usually necessary to observe whether its value exceeds its specific threshold range when using traffic volume to determine congestion [9]. However, for the same traffic volume, there may be completely opposite traffic conditions. Therefore, the traffic volume cannot be used as a single discrimination parameter and should be combined with other parameters for joint judgment. In addition, in practical applications, we usually use toroidal coil detectors to collect traffic volume. Try to place a coil in each lane to avoid missed detection. However, the use of toroidal coils usually cannot distinguish between large and small traffic flows. Vehicles can therefore be combined with video capture equipment to determine the distribution of vehicles and improve data accuracy through fusion processing [10]. The traffic flow value ranges from 0 to 10, divided into five levels. Among them, 0–2, 2–4, 4–6, 6–8, and 8–10 correspond to the five levels of “unblocked,” “basically unblocked,” “slightly congested,” “moderately congested,” and “severely congested”; the higher the value, the more serious the traffic congestion.Traffic flow refers to the number of vehicles passing a unit in a specific direction on a road per hour [11]. According to different periods of statistical movement, it can be divided into daily traffic flow, hourly traffic flow, and 15-minute traffic flow. The traffic flow within 15 minutes is called short-term traffic flow. The simple traffic flow collection is as follows:(1)Q=n∗pt.Here,Q is the traffic flow (vehicles), p is the minimum sampling period specified by the project, t is the actual statistical time interval, and n is the number of vehicles passing through a certain road section within the statistical time interval [12].


#### 2.2.2. Speed

Speed is the distance the vehicle travels on the road per unit time. The speed in the traffic flow parameter generally refers to the average speed of the road section. Assuming that there is a vehicle passing through a certain section of the road during a certain statistical period, the vehicle speeds are, respectively,v1,v2,v3,…,vn, then the average speed formula of the road section traffic flow in the t period is as follows:(2)vT=1n∑i=1nvi.


#### 2.2.3. Traffic Density

Traffic density refers to the density of vehicles on a lane, that is, the number of vehicles on a lane per unit length at a certain moment, also known as traffic density. The traffic density reflects the number of vehicles on the road segment at the current time point, and the formula can be expressed as follows:(3)k=nl.Here,n is the number of vehicles on a certain road section, l is the length of the road section, and k is the traffic density. Through the traffic flow parameter relationship model, it can be seen that the combination of traffic volume and traffic density can more intuitively and accurately evaluate the traffic state. For example, when the traffic flow is zero, by analyzing whether the traffic density is at the maximum or also zero, we can determine whether the road has few cars or is congested to a standstill [13, 14]. Although the traffic density and traffic volume can be used well together, the data collection is not big, and it is rarely used in practice.


#### 2.2.4. Travel Time

Driving time refers to the time required for a vehicle to travel from two adjacent control points in the same direction to a specific road section. This article calculates the travel time of a section of road. Two intersections (x1 or x2 or x3 or x4) arrive at the same vehicle at y to calculate the travel time. First, take the passing time of the same vehicle through two adjacent control points, and take the time difference to take the travel time of the road segment. The travel time of different vehicles is collected every 5 minutes. To a large extent, 60% of the average of the total travel time is used to calculate the average travel time of the road segment [15].


### 2.3. Machine Learning

Machine learning is a type of machine or computer that uses experience to improve and enhance its own performance and capabilities. Among them, experience is very important. However, in a computer environment, experience refers to data. Therefore, machine learning must involve data analysis. Use machine learning algorithms to analyze data sets and discover patterns in the data. When encountering new data, you can make relatively accurate predictions. This is also a hot spot for the application and development of modern machine learning.According to the different characteristics of the types of data processed, machine learning is generally divided into four learning methods, which are supervised learning, unsupervised learning, semisupervised learning, and reinforcement learning [16]. Machine learning can be divided into these four types according to whether the training data has labels and the form of the algorithm output.


#### 2.3.1. Supervised Learning

Supervised learning is a widely used learning method in machine learning. Its main characteristics are as follows: in the learning process, each input training data has a clear label. The learning model analyzes and processes these labeled data and continuously learns and trains to adjust the parameters of the learning model until the expected accuracy rate is reached and the learning is completed. After that, the trained model can be used to predict the new unlabeled data and output the result.


#### 2.3.2. Unsupervised Learning

The characteristics of unsupervised learning are mainly that the data used for learning and training is unlabeled, and the unsupervised learning model directly uses its own mechanism to discover the internal rules of the input data set to be predicted and generates the corresponding prediction criteria.


#### 2.3.3. Semisupervised Learning

Semisupervised learning is a learning method that combines supervised learning and unsupervised learning. It differs from the former two. What is more, during the training process, not all the data in the training data set are unlabeled, and there will be artificially added labels to improve the learning results. The purpose of using this learning method is to reduce the cost or price paid for marking each sample.


#### 2.3.4. Reinforcement Learning

Reinforcement learning’s, also known as reinforcement learning, goal is to pass an agent through the environment due to changes in its actions. The rewards and punishments are given to optimize the action set, which is also called the strategy set.


### 2.4. Refined Recognition Method of Traffic State

#### 2.4.1. The Division of Road Section Traffic Status

There are many indicators for evaluating traffic conditions. Generally speaking, traffic flow, integrity rate, travel speed, travel time, and delay time are defined as the main indicators to measure traffic conditions.This article divides the road section traffic conditions into four types: barrier-free, slow-moving, congestion, and intersection locked. Accessibility means that most vehicles in line can be released at the green light at the entrance. Slow travel means that most of the queued vehicles cannot be released after the green light and must wait for many signal cycles. Traffic congestion has the characteristics of time and space, and the spatial distribution of traffic congestion will also show different characteristics. The slow-moving state caused by the large number of vehicles is also a kind of congestion. Congestion means that the length of the line has reached the congestion detection point within the road section. Interval lock refers to the failure of the intersection function and the queued vehicles cannot move for a long time [17].


#### 2.4.2. Process of Judging Traffic Status

According to the traffic state discrimination parameters and the division of the four traffic states of the road section, the traffic state discrimination process is shown in Figure1. A1, A2, and A3 are three detectors; B is the vehicle time occupancy rate; Bmin is the minimum preset threshold of vehicle time occupancy rate; and Bmax is the maximum preset threshold value of vehicle time occupancy rate [18].Figure 1
Comprehensive value of the importance of traffic intersections.


#### 2.4.3. Calculation Method of Traffic State

(1)
In the process of traffic state recognition, there are problems of tail length weight and traffic density weight. Different vehicle tail length measurement methods will measure vehicle loading length and delayed occupation length. The traffic density and tail length algorithms used in this program are defined as follows:When the road section is short and there are no other entrances and exits in the middle, the traffic density algorithm is used to determine the result. In other cases, the vehicle tail length algorithm should be used to determine the result [19].Determine the traffic conditions in the community. In this article, the cross section detector is used to determine the traffic conditions in a small area. This method is within the interval (total multiplication of the signal period), and subsequently the minimum length of time of the motor vehicle in the interval is predetermined. And compare the maximum threshold with the maximum and minimum values to obtain three types of discrimination effects:WhenB≤Bmin, the queued vehicles are not queued to the section detector [20].WhenB≥Bmin, the queued vehicles have passed the section detector, and within one green light time, the queue at the detector cannot be dissipated.WhenB=100%, the intersection is locked.(2)
Calculation of the length of the tail of a motor vehicle: Assuming that the saturation isx, the method of calculating the length of the tail of the vehicle can be divided into irregular state, saturated state, and supersaturated state, then the critical saturation value x0 is(4)x0=0.56+gt500.Whenx≤x0, the number of vehicles in line at the red light is(5)Q=ciq.When in saturation and oversaturation, whenx>x0, the number of queued vehicles during the red light period is(6)Q=Gt4x−1+x−12+12x−x0Gt.Here,G is the capacity, C=Sχ; t is the collection time, and g,x is the saturation within the collection interval.According to the above judgments and calculations, the number of tails in no-load, saturated, and supersaturated states is taken. Then, the length of the tail of the motor vehicle is(7)L=QL+ln.Here,L is the length of the vehicle, and its vehicle length is 5 m; l is the vehicle spacing, and its distance is 1 m; and n is the number of entrance lanes.(3)
Calculation of traffic density: When the road section is short and there are no other entrances and exits in the middle, the traffic density algorithm is used to determine the road section of the traffic condition. The number of vehiclesQt on the road during t time is(8)Qt=Q0+Q1−Q2.Here,Q1 and Q2 are, respectively, the traffic volume entering and exiting the road section within the collection interval t and Q0 is the initial traffic volume of the road section. Then, the traffic density is(9)k=QtL.


## 2.1. Data Acquisition and Processing Methods of Edge Computing

### 2.1.1. Data Acquisition

In the context of the widespread application of big data technology, in order to complete data analysis through algorithms, such as machine learning and artificial intelligence, we need to use various types of equipment for data collection [4]. Therefore, the system needs to use the edge device itself or related sensors to collect the data required by the system according to the algorithm and actual application environment [5].


### 2.1.2. Data Processing

Errors and other issues appeared [6]. Therefore, in order to minimize the deviation in the original data and ensure the consistency of the data, it is necessary to correct the collected data in order to obtain more accurate data. The data collected in the experiment may have missing values, repeated values, and so on, and data preprocessing is required before use. Common processes are removing unique attributes, dealing with missing values, attribute coding, data standardization and regularization, feature selection, and principal component analysis. The processed data samples are still unusable, and these data need to be distinguished. Therefore, we need to perform feature extraction on naked data to extract statistical features that can well characterize specific behaviors [7].


## 2.1.1. Data Acquisition

In the context of the widespread application of big data technology, in order to complete data analysis through algorithms, such as machine learning and artificial intelligence, we need to use various types of equipment for data collection [4]. Therefore, the system needs to use the edge device itself or related sensors to collect the data required by the system according to the algorithm and actual application environment [5].


## 2.1.2. Data Processing

Errors and other issues appeared [6]. Therefore, in order to minimize the deviation in the original data and ensure the consistency of the data, it is necessary to correct the collected data in order to obtain more accurate data. The data collected in the experiment may have missing values, repeated values, and so on, and data preprocessing is required before use. Common processes are removing unique attributes, dealing with missing values, attribute coding, data standardization and regularization, feature selection, and principal component analysis. The processed data samples are still unusable, and these data need to be distinguished. Therefore, we need to perform feature extraction on naked data to extract statistical features that can well characterize specific behaviors [7].


## 2.2. Calculation of Traffic Flow Parameters

According to the specific field conditions of the passing record of the intelligent transportation system, four parameters of traffic flow, speed, travel time, and traffic density are selected to describe the road traffic operation state [8].


### 2.2.1. Traffic Flow

For a certain road section, the actual number of vehicles passing in a unit time period is the concept of traffic volume. Traffic volume is a dynamic variable, and its value changes with time and space. Therefore, it is usually necessary to observe whether its value exceeds its specific threshold range when using traffic volume to determine congestion [9]. However, for the same traffic volume, there may be completely opposite traffic conditions. Therefore, the traffic volume cannot be used as a single discrimination parameter and should be combined with other parameters for joint judgment. In addition, in practical applications, we usually use toroidal coil detectors to collect traffic volume. Try to place a coil in each lane to avoid missed detection. However, the use of toroidal coils usually cannot distinguish between large and small traffic flows. Vehicles can therefore be combined with video capture equipment to determine the distribution of vehicles and improve data accuracy through fusion processing [10]. The traffic flow value ranges from 0 to 10, divided into five levels. Among them, 0–2, 2–4, 4–6, 6–8, and 8–10 correspond to the five levels of “unblocked,” “basically unblocked,” “slightly congested,” “moderately congested,” and “severely congested”; the higher the value, the more serious the traffic congestion.Traffic flow refers to the number of vehicles passing a unit in a specific direction on a road per hour [11]. According to different periods of statistical movement, it can be divided into daily traffic flow, hourly traffic flow, and 15-minute traffic flow. The traffic flow within 15 minutes is called short-term traffic flow. The simple traffic flow collection is as follows:(1)Q=n∗pt.Here,Q is the traffic flow (vehicles), p is the minimum sampling period specified by the project, t is the actual statistical time interval, and n is the number of vehicles passing through a certain road section within the statistical time interval [12].


### 2.2.2. Speed

Speed is the distance the vehicle travels on the road per unit time. The speed in the traffic flow parameter generally refers to the average speed of the road section. Assuming that there is a vehicle passing through a certain section of the road during a certain statistical period, the vehicle speeds are, respectively,v1,v2,v3,…,vn, then the average speed formula of the road section traffic flow in the t period is as follows:(2)vT=1n∑i=1nvi.


### 2.2.3. Traffic Density

Traffic density refers to the density of vehicles on a lane, that is, the number of vehicles on a lane per unit length at a certain moment, also known as traffic density. The traffic density reflects the number of vehicles on the road segment at the current time point, and the formula can be expressed as follows:(3)k=nl.Here,n is the number of vehicles on a certain road section, l is the length of the road section, and k is the traffic density. Through the traffic flow parameter relationship model, it can be seen that the combination of traffic volume and traffic density can more intuitively and accurately evaluate the traffic state. For example, when the traffic flow is zero, by analyzing whether the traffic density is at the maximum or also zero, we can determine whether the road has few cars or is congested to a standstill [13, 14]. Although the traffic density and traffic volume can be used well together, the data collection is not big, and it is rarely used in practice.


### 2.2.4. Travel Time

Driving time refers to the time required for a vehicle to travel from two adjacent control points in the same direction to a specific road section. This article calculates the travel time of a section of road. Two intersections (x1 or x2 or x3 or x4) arrive at the same vehicle at y to calculate the travel time. First, take the passing time of the same vehicle through two adjacent control points, and take the time difference to take the travel time of the road segment. The travel time of different vehicles is collected every 5 minutes. To a large extent, 60% of the average of the total travel time is used to calculate the average travel time of the road segment [15].


## 2.2.1. Traffic Flow

For a certain road section, the actual number of vehicles passing in a unit time period is the concept of traffic volume. Traffic volume is a dynamic variable, and its value changes with time and space. Therefore, it is usually necessary to observe whether its value exceeds its specific threshold range when using traffic volume to determine congestion [9]. However, for the same traffic volume, there may be completely opposite traffic conditions. Therefore, the traffic volume cannot be used as a single discrimination parameter and should be combined with other parameters for joint judgment. In addition, in practical applications, we usually use toroidal coil detectors to collect traffic volume. Try to place a coil in each lane to avoid missed detection. However, the use of toroidal coils usually cannot distinguish between large and small traffic flows. Vehicles can therefore be combined with video capture equipment to determine the distribution of vehicles and improve data accuracy through fusion processing [10]. The traffic flow value ranges from 0 to 10, divided into five levels. Among them, 0–2, 2–4, 4–6, 6–8, and 8–10 correspond to the five levels of “unblocked,” “basically unblocked,” “slightly congested,” “moderately congested,” and “severely congested”; the higher the value, the more serious the traffic congestion.Traffic flow refers to the number of vehicles passing a unit in a specific direction on a road per hour [11]. According to different periods of statistical movement, it can be divided into daily traffic flow, hourly traffic flow, and 15-minute traffic flow. The traffic flow within 15 minutes is called short-term traffic flow. The simple traffic flow collection is as follows:(1)Q=n∗pt.Here,Q is the traffic flow (vehicles), p is the minimum sampling period specified by the project, t is the actual statistical time interval, and n is the number of vehicles passing through a certain road section within the statistical time interval [12].


## 2.2.2. Speed

Speed is the distance the vehicle travels on the road per unit time. The speed in the traffic flow parameter generally refers to the average speed of the road section. Assuming that there is a vehicle passing through a certain section of the road during a certain statistical period, the vehicle speeds are, respectively,v1,v2,v3,…,vn, then the average speed formula of the road section traffic flow in the t period is as follows:(2)vT=1n∑i=1nvi.


## 2.2.3. Traffic Density

Traffic density refers to the density of vehicles on a lane, that is, the number of vehicles on a lane per unit length at a certain moment, also known as traffic density. The traffic density reflects the number of vehicles on the road segment at the current time point, and the formula can be expressed as follows:(3)k=nl.Here,n is the number of vehicles on a certain road section, l is the length of the road section, and k is the traffic density. Through the traffic flow parameter relationship model, it can be seen that the combination of traffic volume and traffic density can more intuitively and accurately evaluate the traffic state. For example, when the traffic flow is zero, by analyzing whether the traffic density is at the maximum or also zero, we can determine whether the road has few cars or is congested to a standstill [13, 14]. Although the traffic density and traffic volume can be used well together, the data collection is not big, and it is rarely used in practice.


## 2.2.4. Travel Time

Driving time refers to the time required for a vehicle to travel from two adjacent control points in the same direction to a specific road section. This article calculates the travel time of a section of road. Two intersections (x1 or x2 or x3 or x4) arrive at the same vehicle at y to calculate the travel time. First, take the passing time of the same vehicle through two adjacent control points, and take the time difference to take the travel time of the road segment. The travel time of different vehicles is collected every 5 minutes. To a large extent, 60% of the average of the total travel time is used to calculate the average travel time of the road segment [15].


## 2.3. Machine Learning

Machine learning is a type of machine or computer that uses experience to improve and enhance its own performance and capabilities. Among them, experience is very important. However, in a computer environment, experience refers to data. Therefore, machine learning must involve data analysis. Use machine learning algorithms to analyze data sets and discover patterns in the data. When encountering new data, you can make relatively accurate predictions. This is also a hot spot for the application and development of modern machine learning.According to the different characteristics of the types of data processed, machine learning is generally divided into four learning methods, which are supervised learning, unsupervised learning, semisupervised learning, and reinforcement learning [16]. Machine learning can be divided into these four types according to whether the training data has labels and the form of the algorithm output.


### 2.3.1. Supervised Learning

Supervised learning is a widely used learning method in machine learning. Its main characteristics are as follows: in the learning process, each input training data has a clear label. The learning model analyzes and processes these labeled data and continuously learns and trains to adjust the parameters of the learning model until the expected accuracy rate is reached and the learning is completed. After that, the trained model can be used to predict the new unlabeled data and output the result.


### 2.3.2. Unsupervised Learning

The characteristics of unsupervised learning are mainly that the data used for learning and training is unlabeled, and the unsupervised learning model directly uses its own mechanism to discover the internal rules of the input data set to be predicted and generates the corresponding prediction criteria.


### 2.3.3. Semisupervised Learning

Semisupervised learning is a learning method that combines supervised learning and unsupervised learning. It differs from the former two. What is more, during the training process, not all the data in the training data set are unlabeled, and there will be artificially added labels to improve the learning results. The purpose of using this learning method is to reduce the cost or price paid for marking each sample.


### 2.3.4. Reinforcement Learning

Reinforcement learning’s, also known as reinforcement learning, goal is to pass an agent through the environment due to changes in its actions. The rewards and punishments are given to optimize the action set, which is also called the strategy set.


## 2.3.1. Supervised Learning

Supervised learning is a widely used learning method in machine learning. Its main characteristics are as follows: in the learning process, each input training data has a clear label. The learning model analyzes and processes these labeled data and continuously learns and trains to adjust the parameters of the learning model until the expected accuracy rate is reached and the learning is completed. After that, the trained model can be used to predict the new unlabeled data and output the result.


## 2.3.2. Unsupervised Learning

The characteristics of unsupervised learning are mainly that the data used for learning and training is unlabeled, and the unsupervised learning model directly uses its own mechanism to discover the internal rules of the input data set to be predicted and generates the corresponding prediction criteria.


## 2.3.3. Semisupervised Learning

Semisupervised learning is a learning method that combines supervised learning and unsupervised learning. It differs from the former two. What is more, during the training process, not all the data in the training data set are unlabeled, and there will be artificially added labels to improve the learning results. The purpose of using this learning method is to reduce the cost or price paid for marking each sample.


## 2.3.4. Reinforcement Learning

Reinforcement learning’s, also known as reinforcement learning, goal is to pass an agent through the environment due to changes in its actions. The rewards and punishments are given to optimize the action set, which is also called the strategy set.


## 2.4. Refined Recognition Method of Traffic State

### 2.4.1. The Division of Road Section Traffic Status

There are many indicators for evaluating traffic conditions. Generally speaking, traffic flow, integrity rate, travel speed, travel time, and delay time are defined as the main indicators to measure traffic conditions.This article divides the road section traffic conditions into four types: barrier-free, slow-moving, congestion, and intersection locked. Accessibility means that most vehicles in line can be released at the green light at the entrance. Slow travel means that most of the queued vehicles cannot be released after the green light and must wait for many signal cycles. Traffic congestion has the characteristics of time and space, and the spatial distribution of traffic congestion will also show different characteristics. The slow-moving state caused by the large number of vehicles is also a kind of congestion. Congestion means that the length of the line has reached the congestion detection point within the road section. Interval lock refers to the failure of the intersection function and the queued vehicles cannot move for a long time [17].


### 2.4.2. Process of Judging Traffic Status

According to the traffic state discrimination parameters and the division of the four traffic states of the road section, the traffic state discrimination process is shown in Figure1. A1, A2, and A3 are three detectors; B is the vehicle time occupancy rate; Bmin is the minimum preset threshold of vehicle time occupancy rate; and Bmax is the maximum preset threshold value of vehicle time occupancy rate [18].Figure 1
Comprehensive value of the importance of traffic intersections.


### 2.4.3. Calculation Method of Traffic State

(1)
In the process of traffic state recognition, there are problems of tail length weight and traffic density weight. Different vehicle tail length measurement methods will measure vehicle loading length and delayed occupation length. The traffic density and tail length algorithms used in this program are defined as follows:When the road section is short and there are no other entrances and exits in the middle, the traffic density algorithm is used to determine the result. In other cases, the vehicle tail length algorithm should be used to determine the result [19].Determine the traffic conditions in the community. In this article, the cross section detector is used to determine the traffic conditions in a small area. This method is within the interval (total multiplication of the signal period), and subsequently the minimum length of time of the motor vehicle in the interval is predetermined. And compare the maximum threshold with the maximum and minimum values to obtain three types of discrimination effects:WhenB≤Bmin, the queued vehicles are not queued to the section detector [20].WhenB≥Bmin, the queued vehicles have passed the section detector, and within one green light time, the queue at the detector cannot be dissipated.WhenB=100%, the intersection is locked.(2)
Calculation of the length of the tail of a motor vehicle: Assuming that the saturation isx, the method of calculating the length of the tail of the vehicle can be divided into irregular state, saturated state, and supersaturated state, then the critical saturation value x0 is(4)x0=0.56+gt500.Whenx≤x0, the number of vehicles in line at the red light is(5)Q=ciq.When in saturation and oversaturation, whenx>x0, the number of queued vehicles during the red light period is(6)Q=Gt4x−1+x−12+12x−x0Gt.Here,G is the capacity, C=Sχ; t is the collection time, and g,x is the saturation within the collection interval.According to the above judgments and calculations, the number of tails in no-load, saturated, and supersaturated states is taken. Then, the length of the tail of the motor vehicle is(7)L=QL+ln.Here,L is the length of the vehicle, and its vehicle length is 5 m; l is the vehicle spacing, and its distance is 1 m; and n is the number of entrance lanes.(3)
Calculation of traffic density: When the road section is short and there are no other entrances and exits in the middle, the traffic density algorithm is used to determine the road section of the traffic condition. The number of vehiclesQt on the road during t time is(8)Qt=Q0+Q1−Q2.Here,Q1 and Q2 are, respectively, the traffic volume entering and exiting the road section within the collection interval t and Q0 is the initial traffic volume of the road section. Then, the traffic density is(9)k=QtL.


## 2.4.1. The Division of Road Section Traffic Status

There are many indicators for evaluating traffic conditions. Generally speaking, traffic flow, integrity rate, travel speed, travel time, and delay time are defined as the main indicators to measure traffic conditions.This article divides the road section traffic conditions into four types: barrier-free, slow-moving, congestion, and intersection locked. Accessibility means that most vehicles in line can be released at the green light at the entrance. Slow travel means that most of the queued vehicles cannot be released after the green light and must wait for many signal cycles. Traffic congestion has the characteristics of time and space, and the spatial distribution of traffic congestion will also show different characteristics. The slow-moving state caused by the large number of vehicles is also a kind of congestion. Congestion means that the length of the line has reached the congestion detection point within the road section. Interval lock refers to the failure of the intersection function and the queued vehicles cannot move for a long time [17].


## 2.4.2. Process of Judging Traffic Status

According to the traffic state discrimination parameters and the division of the four traffic states of the road section, the traffic state discrimination process is shown in Figure1. A1, A2, and A3 are three detectors; B is the vehicle time occupancy rate; Bmin is the minimum preset threshold of vehicle time occupancy rate; and Bmax is the maximum preset threshold value of vehicle time occupancy rate [18].Figure 1
Comprehensive value of the importance of traffic intersections.


## 2.4.3. Calculation Method of Traffic State

(1)
In the process of traffic state recognition, there are problems of tail length weight and traffic density weight. Different vehicle tail length measurement methods will measure vehicle loading length and delayed occupation length. The traffic density and tail length algorithms used in this program are defined as follows:When the road section is short and there are no other entrances and exits in the middle, the traffic density algorithm is used to determine the result. In other cases, the vehicle tail length algorithm should be used to determine the result [19].Determine the traffic conditions in the community. In this article, the cross section detector is used to determine the traffic conditions in a small area. This method is within the interval (total multiplication of the signal period), and subsequently the minimum length of time of the motor vehicle in the interval is predetermined. And compare the maximum threshold with the maximum and minimum values to obtain three types of discrimination effects:WhenB≤Bmin, the queued vehicles are not queued to the section detector [20].WhenB≥Bmin, the queued vehicles have passed the section detector, and within one green light time, the queue at the detector cannot be dissipated.WhenB=100%, the intersection is locked.(2)
Calculation of the length of the tail of a motor vehicle: Assuming that the saturation isx, the method of calculating the length of the tail of the vehicle can be divided into irregular state, saturated state, and supersaturated state, then the critical saturation value x0 is(4)x0=0.56+gt500.Whenx≤x0, the number of vehicles in line at the red light is(5)Q=ciq.When in saturation and oversaturation, whenx>x0, the number of queued vehicles during the red light period is(6)Q=Gt4x−1+x−12+12x−x0Gt.Here,G is the capacity, C=Sχ; t is the collection time, and g,x is the saturation within the collection interval.According to the above judgments and calculations, the number of tails in no-load, saturated, and supersaturated states is taken. Then, the length of the tail of the motor vehicle is(7)L=QL+ln.Here,L is the length of the vehicle, and its vehicle length is 5 m; l is the vehicle spacing, and its distance is 1 m; and n is the number of entrance lanes.(3)
Calculation of traffic density: When the road section is short and there are no other entrances and exits in the middle, the traffic density algorithm is used to determine the road section of the traffic condition. The number of vehiclesQt on the road during t time is(8)Qt=Q0+Q1−Q2.Here,Q1 and Q2 are, respectively, the traffic volume entering and exiting the road section within the collection interval t and Q0 is the initial traffic volume of the road section. Then, the traffic density is(9)k=QtL.


## 3. Machine Learning Traffic State Fine Recognition Experiment

### 3.1. Process of Fine Recognition of Traffic Status

The traffic state recognition in the intelligent transportation system needs to ensure strong real-time performance, so the use of state classification based on prior knowledge can effectively reduce the calculation time and quickly obtain the recognition result. The basic process of applying fuzzy clustering technology to real-time traffic status recognition is as follows: first, select appropriate parameters that can describe traffic conditions, and extract these parameter values from uncontaminated historical traffic operating data. Because the minimum period of urban traffic operation is generally 24 hours, the time span of the selected data is not less than the minimum period interval. Then, use fuzzy clustering algorithm to classify the data, get the cluster center, determine the traffic state represented by each cluster of data, and get the prior knowledge of state recognition represented by the cluster center. Finally, the membership function is used to calculate the membership of the traffic data tuples collected in real time for different cluster centers, which is the membership of different traffic states. The maximum membership state is selected as the result of the current road traffic state, and the result is displayed to the user, and the traffic state recognition is completed.


### 3.2. Improvement of Traffic State Recognition Algorithm

With the development of technology, the discrimination algorithm is also improving. According to different sources of input data, the improved discrimination algorithm can be divided into ACI algorithm based on fixed detector and ACI algorithm based on mobile detector.


#### 3.2.1. Fixed Detector: Two-Stage ACI Algorithm Based on HOG + SVM

The combination of HOG feature and SVM classifier has been widely used in pedestrian detection and face recognition, and many scholars have verified its good effect in the field of traffic state recognition. This paper implements a HOG + SVM classifier for positioning. Exit the traffic sign area. The realization process is as follows:(1)
Data Preparation. Preprocess the traffic data to remove the random components in the data; divide the data set to form a subset of the HOG + SVM training data and the test subset; estimate the predicted value of all data in chronological order and calculate the value of the input variable.(2)
HOG + SVM Model Calibration. Use the input variable data of the upstream and downstream of the target road section to determine the number of hidden nodes in the upstream and downstream HOG + SVM model and their connection weights.(3)
Determine the decision threshold and distinguish traffic conditions. According to the traffic conditions corresponding to each data group in the data set, in accordance with the requirements to ensure the congestion crisis rate, the misjudgment rate and the average crisis time, and so on, the decision-making and threshold values of the upstream and downstream HOG + SVM models are optimized, and the traffic index is judged accordingly. And use the “or” operation to fuse the decision results and give the traffic state of the target road section.


#### 3.2.2. Motion Detector: ACI Algorithm Based on Road Travel Time

Mobile traffic detectors are the main technology for collecting dynamic traffic flow information in the future. It not only obtains more intuitive and useful travel time, travel speed, and other road traffic flow parameters, but also has good scalability and scalability economy. Therefore, the ACI algorithm developed based on this data has a better effect of judging traffic congestion.Motion detection technology can receive real-time travel time data of road sections. Therefore, when determining the expected travel time, the traffic state of the destination road section can be determined according to the current travel time data. The travel time data of different road segments in the same period can also be used to distinguish what is happening in the congestion type. The algorithm flow is as follows:(1)
Data preparation: preprocess the obtained average travel time data, remove random components, and form the travel time sequenceTi(t) of the ith road section(2)
Determine the expected travel time for each road section(3)
Calculate the delayTi(t) of the travel time of each section(4)
Judging the crowded state: ifT(t) is greater than the established threshold Ki, it can be considered that there is congestion in the ith road section


### 3.3. Intelligent Recognition System of Traffic State Based on Deep Learning

#### 3.3.1. Data Processing

Before the design and training of the network, the first thing to do is to collect and process data. What needs to be noted in the data collection process is the following: (1) Data needs to be collected with different devices, including different mobile phone cameras, different cameras, and devices with different resolutions. (2) Different lighting needs to be taken care of during the data collection process, different environments. (3) The data collection scene needs to be as large as possible or collect various pictures from the Internet. These practices are mainly to make the collected data as comprehensive as possible. Only as comprehensive as possible can the probability of error in the subsequent actual use process be small.After collecting the data, we also need to label the data. The content of the label includes the extraction of the position of the traffic light and the classification of the type of the traffic light. After processing the data, we need to divide the data into three categories: 60% of the data is used for network training, 30% of the data is used for testing, and 10% of the data is used for verification.


#### 3.3.2. Network Design

First, the image is passed through FASTER-RCNN to obtain the detection result, and the target area is extracted. The extracted image is preprocessed to make the image the same size, and then the changed image is classified through the classification network. Then, the traffic light area obtained by Faster-RCNN is deducted from the original image, and the obtained images are unified into the same size and then sent to the image classification network to further classify the image. If the results obtained by ftP-RCNN are the same as those obtained by the subsequent classification network, the results are considered correct. If they are inconsistent, re-detection will be conducted.


## 3.1. Process of Fine Recognition of Traffic Status

The traffic state recognition in the intelligent transportation system needs to ensure strong real-time performance, so the use of state classification based on prior knowledge can effectively reduce the calculation time and quickly obtain the recognition result. The basic process of applying fuzzy clustering technology to real-time traffic status recognition is as follows: first, select appropriate parameters that can describe traffic conditions, and extract these parameter values from uncontaminated historical traffic operating data. Because the minimum period of urban traffic operation is generally 24 hours, the time span of the selected data is not less than the minimum period interval. Then, use fuzzy clustering algorithm to classify the data, get the cluster center, determine the traffic state represented by each cluster of data, and get the prior knowledge of state recognition represented by the cluster center. Finally, the membership function is used to calculate the membership of the traffic data tuples collected in real time for different cluster centers, which is the membership of different traffic states. The maximum membership state is selected as the result of the current road traffic state, and the result is displayed to the user, and the traffic state recognition is completed.


## 3.2. Improvement of Traffic State Recognition Algorithm

With the development of technology, the discrimination algorithm is also improving. According to different sources of input data, the improved discrimination algorithm can be divided into ACI algorithm based on fixed detector and ACI algorithm based on mobile detector.


### 3.2.1. Fixed Detector: Two-Stage ACI Algorithm Based on HOG + SVM

The combination of HOG feature and SVM classifier has been widely used in pedestrian detection and face recognition, and many scholars have verified its good effect in the field of traffic state recognition. This paper implements a HOG + SVM classifier for positioning. Exit the traffic sign area. The realization process is as follows:(1)
Data Preparation. Preprocess the traffic data to remove the random components in the data; divide the data set to form a subset of the HOG + SVM training data and the test subset; estimate the predicted value of all data in chronological order and calculate the value of the input variable.(2)
HOG + SVM Model Calibration. Use the input variable data of the upstream and downstream of the target road section to determine the number of hidden nodes in the upstream and downstream HOG + SVM model and their connection weights.(3)
Determine the decision threshold and distinguish traffic conditions. According to the traffic conditions corresponding to each data group in the data set, in accordance with the requirements to ensure the congestion crisis rate, the misjudgment rate and the average crisis time, and so on, the decision-making and threshold values of the upstream and downstream HOG + SVM models are optimized, and the traffic index is judged accordingly. And use the “or” operation to fuse the decision results and give the traffic state of the target road section.


### 3.2.2. Motion Detector: ACI Algorithm Based on Road Travel Time

Mobile traffic detectors are the main technology for collecting dynamic traffic flow information in the future. It not only obtains more intuitive and useful travel time, travel speed, and other road traffic flow parameters, but also has good scalability and scalability economy. Therefore, the ACI algorithm developed based on this data has a better effect of judging traffic congestion.Motion detection technology can receive real-time travel time data of road sections. Therefore, when determining the expected travel time, the traffic state of the destination road section can be determined according to the current travel time data. The travel time data of different road segments in the same period can also be used to distinguish what is happening in the congestion type. The algorithm flow is as follows:(1)
Data preparation: preprocess the obtained average travel time data, remove random components, and form the travel time sequenceTi(t) of the ith road section(2)
Determine the expected travel time for each road section(3)
Calculate the delayTi(t) of the travel time of each section(4)
Judging the crowded state: ifT(t) is greater than the established threshold Ki, it can be considered that there is congestion in the ith road section


## 3.2.1. Fixed Detector: Two-Stage ACI Algorithm Based on HOG + SVM

The combination of HOG feature and SVM classifier has been widely used in pedestrian detection and face recognition, and many scholars have verified its good effect in the field of traffic state recognition. This paper implements a HOG + SVM classifier for positioning. Exit the traffic sign area. The realization process is as follows:(1)
Data Preparation. Preprocess the traffic data to remove the random components in the data; divide the data set to form a subset of the HOG + SVM training data and the test subset; estimate the predicted value of all data in chronological order and calculate the value of the input variable.(2)
HOG + SVM Model Calibration. Use the input variable data of the upstream and downstream of the target road section to determine the number of hidden nodes in the upstream and downstream HOG + SVM model and their connection weights.(3)
Determine the decision threshold and distinguish traffic conditions. According to the traffic conditions corresponding to each data group in the data set, in accordance with the requirements to ensure the congestion crisis rate, the misjudgment rate and the average crisis time, and so on, the decision-making and threshold values of the upstream and downstream HOG + SVM models are optimized, and the traffic index is judged accordingly. And use the “or” operation to fuse the decision results and give the traffic state of the target road section.


## 3.2.2. Motion Detector: ACI Algorithm Based on Road Travel Time

Mobile traffic detectors are the main technology for collecting dynamic traffic flow information in the future. It not only obtains more intuitive and useful travel time, travel speed, and other road traffic flow parameters, but also has good scalability and scalability economy. Therefore, the ACI algorithm developed based on this data has a better effect of judging traffic congestion.Motion detection technology can receive real-time travel time data of road sections. Therefore, when determining the expected travel time, the traffic state of the destination road section can be determined according to the current travel time data. The travel time data of different road segments in the same period can also be used to distinguish what is happening in the congestion type. The algorithm flow is as follows:(1)
Data preparation: preprocess the obtained average travel time data, remove random components, and form the travel time sequenceTi(t) of the ith road section(2)
Determine the expected travel time for each road section(3)
Calculate the delayTi(t) of the travel time of each section(4)
Judging the crowded state: ifT(t) is greater than the established threshold Ki, it can be considered that there is congestion in the ith road section


## 3.3. Intelligent Recognition System of Traffic State Based on Deep Learning

### 3.3.1. Data Processing

Before the design and training of the network, the first thing to do is to collect and process data. What needs to be noted in the data collection process is the following: (1) Data needs to be collected with different devices, including different mobile phone cameras, different cameras, and devices with different resolutions. (2) Different lighting needs to be taken care of during the data collection process, different environments. (3) The data collection scene needs to be as large as possible or collect various pictures from the Internet. These practices are mainly to make the collected data as comprehensive as possible. Only as comprehensive as possible can the probability of error in the subsequent actual use process be small.After collecting the data, we also need to label the data. The content of the label includes the extraction of the position of the traffic light and the classification of the type of the traffic light. After processing the data, we need to divide the data into three categories: 60% of the data is used for network training, 30% of the data is used for testing, and 10% of the data is used for verification.


### 3.3.2. Network Design

First, the image is passed through FASTER-RCNN to obtain the detection result, and the target area is extracted. The extracted image is preprocessed to make the image the same size, and then the changed image is classified through the classification network. Then, the traffic light area obtained by Faster-RCNN is deducted from the original image, and the obtained images are unified into the same size and then sent to the image classification network to further classify the image. If the results obtained by ftP-RCNN are the same as those obtained by the subsequent classification network, the results are considered correct. If they are inconsistent, re-detection will be conducted.


## 3.3.1. Data Processing

Before the design and training of the network, the first thing to do is to collect and process data. What needs to be noted in the data collection process is the following: (1) Data needs to be collected with different devices, including different mobile phone cameras, different cameras, and devices with different resolutions. (2) Different lighting needs to be taken care of during the data collection process, different environments. (3) The data collection scene needs to be as large as possible or collect various pictures from the Internet. These practices are mainly to make the collected data as comprehensive as possible. Only as comprehensive as possible can the probability of error in the subsequent actual use process be small.After collecting the data, we also need to label the data. The content of the label includes the extraction of the position of the traffic light and the classification of the type of the traffic light. After processing the data, we need to divide the data into three categories: 60% of the data is used for network training, 30% of the data is used for testing, and 10% of the data is used for verification.


## 3.3.2. Network Design

First, the image is passed through FASTER-RCNN to obtain the detection result, and the target area is extracted. The extracted image is preprocessed to make the image the same size, and then the changed image is classified through the classification network. Then, the traffic light area obtained by Faster-RCNN is deducted from the original image, and the obtained images are unified into the same size and then sent to the image classification network to further classify the image. If the results obtained by ftP-RCNN are the same as those obtained by the subsequent classification network, the results are considered correct. If they are inconsistent, re-detection will be conducted.


## 4. Refined Discriminant Analysis of Urban Traffic Status Based on Deep Learning

### 4.1. State Analysis of Urban Traffic Intersections

According to the calculation method of the index weight value in the comprehensive evaluation method of the intersection, first determine the judgment matrix composed of five indicators, and then verify the consistency of it to obtain the consistency index value of 0.068. Obviously, this value is less than 0.1, so it can be considered as calculated. The obtained index weight values have good consistency. The specific data and calculation results are shown in Table1.Table 1
Judgment matrix and the weight of each indicator.
IndexSaturationAverage delayThe length of queueDegree centralityProximity centralitySaturation30.3640.23Average delay21440.47The length of queue0.30.2120.12Degree centrality0.30.20.310.06Proximity centrality0.30.20.430.12From the data analysis in Table2, we can see that the indicators with weights from high to low are average delay, saturation, queue length, proximity centrality, and degree centrality. Specific analysis shows that because the impact of intersections on the road network is more caused by changing traffic flow, the existence of traffic flow and its randomness make the evaluation index of traditional traffic engineering have a higher weight; secondly, in traditional traffic engineering, the average delay has a relatively high weight ratio because people are more sensitive to driving speed and travel time in the process of participating in traffic; finally, in the two indicators of complex network theory, proximity centrality has comparative centrality. A higher weight ratio exists because whether the intersection in the road network is in the core position and whether it has better accessibility can more directly affect its importance.According to the road network structure diagram, the parameter values of the centrality and proximity centrality of each intersection can be calculated. At the same time, in the VISSIM software, run the road network simulation for 4500 simulation seconds. Among them, each road section is set according to the actual situation with a flow input ranging from 200 to 700 pcu/h, and 500 simulation seconds are set as a measurement cycle to obtain the average value of the saturation, average delay, and queue length in each cycle, a total of 8 cycles. In order to make the simulation data relatively real and complete, discard the first few cycles, the last few cycles, and the cycle data with more incomplete data, and select the fourth cycle data. The final index values are shown in Table2.Table 2
Index values of traffic intersections.
Intersection IDSaturationAverage delayThe length of queueDegree centralityProximity centrality10.11101.20.120.320.1350.70.120.330.26243270.150.340.52591210.150.3850.424220.180.3860.435870.180.3870.5322450.220.4580.3122330.220.45Combining the abovementioned index parameters, using the method of calculating the comprehensive value of importance in the intersection importance evaluation of multi-index decision-making described in this chapter, the result shown in Figure1 can be obtained.The comparative analysis shows that among the 8 intersections, the first three most important intersections are intersections 2, 3, and 5, respectively. Only the total importance of these three intersections accounts for 40%. A reasonable explanation for this result is that both of the three intersections 2 and 3 are on the main road and have a large traffic volume, which has a greater impact on the operation efficiency of the road network; in the structural layout, 5 and 9 are relatively located. The central location of the road network area makes them have a higher influence. Judging from the raw data, intersections 5 and 9 bear more traffic distribution pressure than intersection 3.


### 4.2. Refined Discriminant Analysis of Urban Traffic

In order to verify the effectiveness of the above method, this paper uses VISSIM traffic simulation software to construct a traffic section, input the simulation environment of continuous changes in traffic volume, and input the traffic volume in the test section. When the time is 0–1000 s, the traffic volume is 500 pcu (standard car equivalent number), in a smooth state; when the time is 1000–2000 s, the traffic volume is 700 pcu, which is in a slow state; when the time is 2000–3000 s, the traffic volume is 1000 pcu, in a congested state; when the time is 3000–4000, the traffic volume is 1350 pcu, and the intersection is locked. In the whole process of traffic volume change, the interval vehicle speed, travel time, vehicle density, and queue length of the road section are collected, and the change characteristics of road section information are compared and analyzed.The simulation data structure shows that when the traffic volume gradually increases from 500 pcu to 1350 pcu, the changing trends of different indicators are shown in Figure2. According to the data analysis in the table, the traffic volume of 1–13 seconds may be 500 pcu; the traffic volume of 14–26 s is 700 pcu; the traffic volume of 27–39 s is 1000 pcu, and the traffic volume during 40–51 s is 1350 pcu. In addition, the speed of the space may fluctuate frequently throughout the process. Compared with travel time, the curve of section density and tail length has the best normality. Therefore, the use of vehicle tail length and traffic density algorithms can effectively distinguish road traffic conditions.Figure 2
Change trend process of road parameters.


### 4.3. Analysis of the Intelligent Transportation System Based on Deep Learning

Adjust according to the priority of each direction of the intersection. Assuming that the current is an intersection, there are four intersection directions, represented by E, S, W, and N, respectively; the two directions that are passing are positive, and the remaining two directions are negative. When the state of the direction with the highest priority is positive, the transit timet1 second is increased, and so on.In order to verify the feasibility of the experimental plan, a traffic congestion model is established, assuming a fixed intersection scene, and each car in the scene is moving forward at an equal speed. Suppose that the traffic lights at the intersection are allt1 and the initial number of vehicles on the roads in the four directions is a, and random b vehicles will be added at time t1. That is, for the general situation without the adjustment function, the number of vehicles in the four directions of the intersection at each time point after the end of the traffic is N. In the general case without the adjustment function, the changes in the number of vehicles in the four directions of the intersection at each time point after the end of the traffic are simulated, and the result is shown in Figure 3.Figure 3
Simulation effect of the general traffic system.After adding intelligent adjustment, it will have an impact on the transit time and then affect the number of vehicles in the four directions of the intersection at each time point after the end of the traffic. Among them, the adjustment timeT is obtained after the congestion level is determined according to the number of vehicles obtained by the vehicle detection module in the roadside unit. The value of T is not absolutely fixed and can be set according to the actual situation in practical applications. But here, different fixed values of T are assigned to different congestion levels, and the change in the number of vehicles N in the four directions of the intersection at each time point after the end of the traffic is simulated when the adjustment function is added so as to facilitate contrast with the general situation above. The simulation result is shown in Figure 4.Figure 4
Traffic system effect after adding regulation.As can be seen from the above simulation results, when the random value B is large, that is, there are more vehicles coming into the intersection in a certain direction in a certain period of time, the congestion at the intersection without the adjustment function will tend to be aggravated and it will take a long time to recover. After the adjustment function is added, the congestion at the intersection is relatively stable and can be restored in a relatively short period of time. This shows that the adjustment of traffic lights is effective, and the vehicle detection function based on the improved traffic recognition algorithm is the basis for the realization of vehicle statistics, congestion judgment, and adjustment functions.


## 4.1. State Analysis of Urban Traffic Intersections

According to the calculation method of the index weight value in the comprehensive evaluation method of the intersection, first determine the judgment matrix composed of five indicators, and then verify the consistency of it to obtain the consistency index value of 0.068. Obviously, this value is less than 0.1, so it can be considered as calculated. The obtained index weight values have good consistency. The specific data and calculation results are shown in Table1.Table 1
Judgment matrix and the weight of each indicator.
IndexSaturationAverage delayThe length of queueDegree centralityProximity centralitySaturation30.3640.23Average delay21440.47The length of queue0.30.2120.12Degree centrality0.30.20.310.06Proximity centrality0.30.20.430.12From the data analysis in Table2, we can see that the indicators with weights from high to low are average delay, saturation, queue length, proximity centrality, and degree centrality. Specific analysis shows that because the impact of intersections on the road network is more caused by changing traffic flow, the existence of traffic flow and its randomness make the evaluation index of traditional traffic engineering have a higher weight; secondly, in traditional traffic engineering, the average delay has a relatively high weight ratio because people are more sensitive to driving speed and travel time in the process of participating in traffic; finally, in the two indicators of complex network theory, proximity centrality has comparative centrality. A higher weight ratio exists because whether the intersection in the road network is in the core position and whether it has better accessibility can more directly affect its importance.According to the road network structure diagram, the parameter values of the centrality and proximity centrality of each intersection can be calculated. At the same time, in the VISSIM software, run the road network simulation for 4500 simulation seconds. Among them, each road section is set according to the actual situation with a flow input ranging from 200 to 700 pcu/h, and 500 simulation seconds are set as a measurement cycle to obtain the average value of the saturation, average delay, and queue length in each cycle, a total of 8 cycles. In order to make the simulation data relatively real and complete, discard the first few cycles, the last few cycles, and the cycle data with more incomplete data, and select the fourth cycle data. The final index values are shown in Table2.Table 2
Index values of traffic intersections.
Intersection IDSaturationAverage delayThe length of queueDegree centralityProximity centrality10.11101.20.120.320.1350.70.120.330.26243270.150.340.52591210.150.3850.424220.180.3860.435870.180.3870.5322450.220.4580.3122330.220.45Combining the abovementioned index parameters, using the method of calculating the comprehensive value of importance in the intersection importance evaluation of multi-index decision-making described in this chapter, the result shown in Figure1 can be obtained.The comparative analysis shows that among the 8 intersections, the first three most important intersections are intersections 2, 3, and 5, respectively. Only the total importance of these three intersections accounts for 40%. A reasonable explanation for this result is that both of the three intersections 2 and 3 are on the main road and have a large traffic volume, which has a greater impact on the operation efficiency of the road network; in the structural layout, 5 and 9 are relatively located. The central location of the road network area makes them have a higher influence. Judging from the raw data, intersections 5 and 9 bear more traffic distribution pressure than intersection 3.


## 4.2. Refined Discriminant Analysis of Urban Traffic

In order to verify the effectiveness of the above method, this paper uses VISSIM traffic simulation software to construct a traffic section, input the simulation environment of continuous changes in traffic volume, and input the traffic volume in the test section. When the time is 0–1000 s, the traffic volume is 500 pcu (standard car equivalent number), in a smooth state; when the time is 1000–2000 s, the traffic volume is 700 pcu, which is in a slow state; when the time is 2000–3000 s, the traffic volume is 1000 pcu, in a congested state; when the time is 3000–4000, the traffic volume is 1350 pcu, and the intersection is locked. In the whole process of traffic volume change, the interval vehicle speed, travel time, vehicle density, and queue length of the road section are collected, and the change characteristics of road section information are compared and analyzed.The simulation data structure shows that when the traffic volume gradually increases from 500 pcu to 1350 pcu, the changing trends of different indicators are shown in Figure2. According to the data analysis in the table, the traffic volume of 1–13 seconds may be 500 pcu; the traffic volume of 14–26 s is 700 pcu; the traffic volume of 27–39 s is 1000 pcu, and the traffic volume during 40–51 s is 1350 pcu. In addition, the speed of the space may fluctuate frequently throughout the process. Compared with travel time, the curve of section density and tail length has the best normality. Therefore, the use of vehicle tail length and traffic density algorithms can effectively distinguish road traffic conditions.Figure 2
Change trend process of road parameters.


## 4.3. Analysis of the Intelligent Transportation System Based on Deep Learning

Adjust according to the priority of each direction of the intersection. Assuming that the current is an intersection, there are four intersection directions, represented by E, S, W, and N, respectively; the two directions that are passing are positive, and the remaining two directions are negative. When the state of the direction with the highest priority is positive, the transit timet1 second is increased, and so on.In order to verify the feasibility of the experimental plan, a traffic congestion model is established, assuming a fixed intersection scene, and each car in the scene is moving forward at an equal speed. Suppose that the traffic lights at the intersection are allt1 and the initial number of vehicles on the roads in the four directions is a, and random b vehicles will be added at time t1. That is, for the general situation without the adjustment function, the number of vehicles in the four directions of the intersection at each time point after the end of the traffic is N. In the general case without the adjustment function, the changes in the number of vehicles in the four directions of the intersection at each time point after the end of the traffic are simulated, and the result is shown in Figure 3.Figure 3
Simulation effect of the general traffic system.After adding intelligent adjustment, it will have an impact on the transit time and then affect the number of vehicles in the four directions of the intersection at each time point after the end of the traffic. Among them, the adjustment timeT is obtained after the congestion level is determined according to the number of vehicles obtained by the vehicle detection module in the roadside unit. The value of T is not absolutely fixed and can be set according to the actual situation in practical applications. But here, different fixed values of T are assigned to different congestion levels, and the change in the number of vehicles N in the four directions of the intersection at each time point after the end of the traffic is simulated when the adjustment function is added so as to facilitate contrast with the general situation above. The simulation result is shown in Figure 4.Figure 4
Traffic system effect after adding regulation.As can be seen from the above simulation results, when the random value B is large, that is, there are more vehicles coming into the intersection in a certain direction in a certain period of time, the congestion at the intersection without the adjustment function will tend to be aggravated and it will take a long time to recover. After the adjustment function is added, the congestion at the intersection is relatively stable and can be restored in a relatively short period of time. This shows that the adjustment of traffic lights is effective, and the vehicle detection function based on the improved traffic recognition algorithm is the basis for the realization of vehicle statistics, congestion judgment, and adjustment functions.


## 5. Conclusions

For the identification of traffic state, the domestic and foreign identification methods are studied and summarized. The classic urban traffic state discrimination methods include California algorithm, McMaster method, exponential smoothing method, and standard deviation method. These algorithms are simple to operate, but the false alarm rate is relatively high, and they are generally studied for expressways. Urban roads are more complex, and more appropriate algorithms need to be explored.The urban road traffic system itself is an operating system with very complex logic. There are many variable factors that affect the system, with strong time-varying and spatial differences. Although this article focuses on traffic flow prediction and traffic state subproblems in the field of traffic systems and does some research work, there are still a lot of problems that need to be analyzed and discussed.The improved traffic recognition algorithm only targets three types of dynamic targets and does not integrate the static target detection model. For static targets, only the optimization of the data set is done. Static objects do not affect the identification of traffic flow, because although these static objects are traffic participants, their impact on traffic is almost zero. Such processing may cause the redundancy problem of the system loading model, and the optimization is not thorough. If the system design needs to be verified on the spot, large-scale road traffic scenarios and equipment are needed. The research in this article does not yet support such a costly verification test.



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*Source: 7593772-2022-07-15.xml*