2.3.1. Quantified Assessment Sub-Model of Safety Benefit
The economic losses caused by traffic accidents mainly encompass five aspects: a loss of social productivity, an increase in societal medical costs, direct property damage, economic losses due to time delays caused by congestion, and energy consumption loss due to congestion delays. By employing a multivariable coupling model for safety effects, the comprehensive collision avoidance rates corresponding to different vehicle–road intelligence schemes are obtained. Combined with fleet size and usage characteristic data, statistical data of traffic accidents, and regional economic level data, the quantitative analysis of the economic benefits brought about by the reduction of road traffic accidents through collaborative intelligence systems in the aforementioned five aspects is conducted, as shown in
Figure 5.
Based on the predictions for the number of fatal accidents per billion kilometers in China [
32] and the forecasts for future car sales and vehicle ownership in Beijing [
33], it is assumed that the number of fatal accidents per billion kilometers in Beijing will be consistent with the national forecast data. As the epidemic from 2020 to 2022 made it impossible to obtain the real travel demand of vehicle users, in order to better reflect the real travel demand, the impact of the epidemic is circumvented in the processing of the average annual distance traveled per vehicle. This study selects data from 2010 to 2019, over a period of 10 years, and calculates the average value. The relevant data, derived from the “Beijing transport annual report”, have been compiled by the Beijing Transportation Research Institute over the years. They are assumed to remain unchanged in the future. Predictions for the number of fatal accidents, serious injury accidents, minor injury accidents, and property damage only (PDO) accidents in Beijing from 2025 to 2050 are made accordingly, as shown in Equation (1).
represents the number of accidents with severity
d in the year
y under the baseline scenario;
represents the vehicle stocks in Beijing in the year
y;
AVKT is the average annual distance traveled per vehicle in Beijing;
represents the number of fatal accidents per billion kilometers in the year
y under the baseline scenario; and
represents the coefficient for the number of accidents with severity
d, where
d = 0, 1, 2, 3 correspond to PDO (property damage only) accidents, minor injury accidents, serious injury accidents, and fatal accidents, respectively. By fitting the data from 2019, it was found that the number of serious injury accidents, minor injury accidents, and PDO accidents are 2.95 times, 47.06 times, and 147.7 times the number of fatal accidents, respectively [
34]. Historical data also generally conform to this multiple relationship; hence, Degree0, Degree1, Degree2, and Degree3 are taken as 147.7, 47.1, 3.0, and 1, respectively. Predictions for the number of fatal accidents per hundred million kilometers
in China from 2023 to 2050 have been given in previous studies by our research group [
32].
The results indicate that under the baseline scenario, the number of traffic accidents in Beijing generally follows a trend of initial decline followed by an increase, and is expected to remain at a high level, as shown in
Figure 6. The number of fatal traffic accidents in Beijing is projected to be 889 in 2025, 794 in 2035, and 800 in 2050. The forecasted traffic accident figures for Beijing can be viewed as a tug-of-war between the increasing trend in vehicle ownership and the decreasing trend in the number of fatal accidents per billion kilometers. Vehicle ownership in Beijing is primarily regulated by the government through policies controlling the issuance of new licenses, which means that the actual market demand is not fully realized, leading to a limited increase in vehicle ownership. The decline in traffic accidents from 2025 to 2040 is mainly attributed to the improvement in motorization rates, which leads to a decrease in the number of fatalities per billion kilometers. However, as the reduction in fatalities per billion kilometers slows down from 2040 to 2050, the number of traffic accidents rebounds and increases.
Existing research by our research group has developed a multivariable coupling model for the safety effects of intelligent vehicles [
7]. Based on the relationship between intelligent configuration combinations and safety functions, as well as the relationship between safety functions and accident types, the model utilizes basic hardware coupling sub-models, safety function coupling sub-models, and accident type coupling sub-models to quantify the comprehensive crash avoidance effectiveness corresponding to different hardware combinations, as illustrated in
Figure 7.
The basic hardware is categorized into two main groups: vehicle-side and roadside, comprising a total of 20 types of foundational hardware. Vehicle-side basic hardware includes cameras, millimeter-wave radars, LiDARs, onboard computing platforms, and onboard communication modules, as well as steering and braking systems. Roadside basic hardware includes cameras, millimeter-wave radars, LiDARs, roadside units (RSUs), and edge computing units. Safety functions are divided into lateral safety functions, longitudinal safety functions, and comprehensive safety functions, including automatic emergency braking (AEB), lane-keeping assistance (LKA), and navigate on autopilot (NOA), totaling 52 types of safety functions. Different safety functions are realized by invoking different basic hardware, constructing a correspondence matrix between basic hardware combinations and safety functions. Traffic accident types, based on the subjects involved in the collision, can be divided into vehicle-to-vehicle accidents, vehicle-to-pedestrian accidents, and single-vehicle accidents, including frontal collisions, rear-end collisions, pedestrian collisions, and rollovers, totaling 15 accident types. Different safety functions have varying degrees of collision avoidance effectiveness against different accident types, constructing a correspondence matrix between safety functions and accident types. Hundreds of papers published and indexed in mainstream databases, such as Web of Science, Taylor, Springer, and Elsevier, were reviewed to extract data on the collision avoidance effectiveness of safety functions. A meta-analysis model was used to obtain the collision avoidance effectiveness of different safety functions against various accident types. Combined with statistical data on the proportion of different accident types, the integrated collision avoidance effectiveness brought about by different vehicle–road intelligent basic hardware combinations could ultimately be obtained.
Based on the multivariable coupling model for the safety effects of intelligent vehicles, we obtained the comprehensive collision avoidance effectiveness of different vehicle-side intelligence schemes (
Figure 2), as well as the comprehensive collision avoidance effectiveness of intelligent vehicles combined with vehicle-to-vehicle real-time communication (V2V) and advanced intelligent roads (IRA), as shown in
Table 2. It is worth noting that a primary vehicle-side intelligence configuration combined with advanced intelligent infrastructure can achieve higher collision avoidance effectiveness than a single advanced vehicle-side intelligence scheme.
The synergistic mechanism of intelligent configuration combinations can be understood as follows. Firstly, an increase in the number of sensors leads to a broader coverage angle and cross-validation of perception results, which enhances the comprehensive collision avoidance effectiveness. Secondly, the integration of heterogeneous sensors such as cameras, millimeter-wave radars, and LiDARs extends the range of perception and increases the types and dimensions of perception information, thereby enhancing the comprehensive collision avoidance effectiveness. Thirdly, information exchange between V2V (vehicle-to-vehicle), V2I (vehicle-to-infrastructure), and V2N (vehicle-to-network) expands the coverage range and adds to the types and dimensions of perception information, further enhancing the comprehensive collision avoidance effectiveness.
Different vehicle–road intelligence deployment scenarios correspond to varying penetration rates of vehicle networking terminals and mileage coverages of intelligent road schemes. By integrating the stock and average annual distance traveled of intelligent vehicles, the number of traffic accidents per billion kilometers under the baseline scenario, and the comprehensive collision avoidance effectiveness of different levels of intelligent vehicles operating in different driving environments, we calculated the reduction in fatal accidents, serious injury accidents, minor injury accidents, and PDO accidents under different intelligence deployment scenarios, as shown in Equation (2).
represents the reduction in the number of accidents with severity d in the year y under various vehicle–road intelligence deployment scenarios. denotes the number of vehicles of the level v in the year y, where v = 1, 2, 3 correspond to primary, intermediate, and advanced intelligent vehicles, respectively. the proportion of total mileage traveled on conventional and intelligent roads in the year y, where r = 1, 2 represent conventional and intelligent roads, respectively. indicates the penetration rate of vehicle networking terminals in the fleet in the year y. denotes the comprehensive collision avoidance effectiveness of the level v intelligent vehicles traveling on conventional or intelligent roads, where both the vehicle itself and the other vehicle are equipped with a V2X T-Box. denotes the comprehensive collision avoidance effectiveness of level v intelligent vehicles traveling on conventional or intelligent roads.
The number of fatalities reduced in road traffic accidents in Beijing from 2024 to 2050 under various intelligence deployment scenarios was obtained, as shown in
Figure 8. All seven vehicle–road intelligence deployment scenarios can significantly reduce the number of traffic accidents. The large-scale deployment of intelligent vehicles is the foundation for the decline in the number of traffic accidents. As the penetration rate of intelligent vehicles increases, the reduction in traffic accidents also becomes more significant. Under the NIR-NCV scenario, which relies solely on vehicle intelligence, it is expected that the number of fatal traffic accidents will be reduced by 9.78% (87 cases), 34.97% (285 cases), 74.90% (580 cases), and 86.07% (689 cases) in 2025, 2030, 2040, and 2050, respectively. In the NIR-APCV scenario, where the deployment of vehicle networking terminals initially has a modest effect on reducing traffic accidents, the impact becomes more noticeable in the middle-to-late stages as the penetration rate of vehicle networking terminals increases. Compared to the NIR-NCV scenario, it is anticipated that there will be an additional reduction of 0.11% (1 cases), 1.18% (10 cases), 4.14% (32 cases), and 2.99% (24 cases) in fatal traffic accidents in 2025, 2030, 2040, and 2050, respectively. The reduction in traffic accidents under the RGIR-LCV and APIR-LCV scenarios is basically equal. Accelerating the deployment of roadside intelligence infrastructure in the LCV scenario has a negligible impact on reducing the number of accidents, while the APIR-APCV scenario shows a relatively significant reduction in traffic accidents compared to the RGIR-LCV scenario. Therefore, the effectiveness of intelligent road deployment in reducing traffic accidents is contingent upon the widespread adoption of in-vehicle networking terminals, which determines the pace of the decline in accident numbers. In the RGIR-APCV scenario, it is projected that by 2025, 2030, 2040, and 2050, the reduction in fatal traffic accidents will be 13.06% (116 cases), 45.26% (369 cases), 92.24% (715 cases), and 99.17% (794 cases), respectively.
The social and economic losses caused by traffic accidents primarily encompass five aspects: a loss of social productivity, direct property damage, an increase in societal medical costs, economic losses due to time delays caused by congestion, and energy consumption losses caused by congestion [
32]. These five aspects basically comprehensively cover all the economic losses caused by road traffic accidents, as illustrated in Equation (3).
EC stands for the comprehensive economic loss due to traffic accidents, PL represents the loss of productivity, PD denotes the direct property damage, MC refers to the increased societal medical costs, TDC signifies the economic loss due to time delay, and SE indicates the energy consumption loss due to traffic congestion.
The productivity loss caused by traffic accidents represents the disappearance of the victims’ social productivity due to premature death, while severe or minor injuries may result in a discount or even loss of the victims’ ability to work. The quantification of productivity loss caused by traffic accidents in the year
y is shown in Equation (4).
represents the statistical value of life in the year
y, following the conclusions of the International Road Assessment Program, which is set to 70 times the per capita GDP of that year [
35].
represents the number of casualties caused by accidents with severity
d, assuming that each fatal accident results in one death, each serious injury accident results in one serious injury, and each minor injury accident results in one minor injury, with PDO accidents causing no casualties.
is the coefficient of the statistical value of injury relative to the statistical value of life, with minor injuries set to a coefficient of 0.003 and serious injuries set to a coefficient of 0.25 [
36].
Traffic accidents and casualties also lead to an increase in societal medical costs, with varying degrees of severity in traffic accidents resulting in different medical costs. The increase in societal medical costs due to traffic accidents in the year
y is as shown in Equation (5).
represents the medical economic loss due to traffic accidents with severity
d. Referring to the “China Health Statistics Yearbook 2022”, published by the National Health Commission [
37], the societal medical economic losses resulting from traffic accidents of different severity levels were obtained, as shown in
Table 3.
Direct property loss includes the damage to vehicles, cargo, and other related facilities, as well as the costs associated with on-site handling. The average direct property loss per accident is based on the data disclosed in “People’s Republic of China road traffic accident statistics Annual report”, and equals 11,274 RMB. The direct property loss caused by traffic accidents in the year
y is calculated as shown in Equation (6).
denotes the average direct property loss per accident.
The economic losses due to time delays caused by congestion are related to the accident handling time, traffic volume, and unit time cost, with the severity of the accident affecting the handling time. On average, it takes about 1.07 h to handle each accident in China [
34]. It is assumed that for PDO and minor injury accidents, the average congestion time loss per vehicle at the scene is one-eighth of the accident handling time, approximately 0.13 h, with the road capacity dropping to three-fourths of its original level after the accident. For serious injury accidents, the average congestion time loss per vehicle is one-fourth of the accident handling time, about 0.27 h, with the road capacity dropping to half of its original level after the accident. For fatal accidents, the average congestion time loss per vehicle is half of the accident handling time, around 0.54 h, with the road capacity dropping to zero after the accident. It is further assumed that, on average, each vehicle is occupied by one driver accompanied by 0.5 passengers. The average time loss per vehicle is shown in Equation (7). The economic loss due to time delay is shown in Equation (8).
represents the average congestion time loss per vehicle in accidents with severity d. PT denotes the processing time at the scene of the accident. refers to the proportion of traffic capacity change after accidents with severity d. F stands for the traffic flow at the scene of the accident. is the economic loss due to traffic congestion and delay caused by traffic accidents in the year y. is the average unit time value in the year y, which is the average hourly wage. is the average hourly traffic flow on the road type rt, where rt = 1, 2, 3, …, 9, respectively, represent urban expressways, urban main roads, urban secondary roads, urban local roads, highways, class-1 highways, class-2 highways, class-3 highways, and class-4 highways. is the number of accidents with severity d on the road type rt each year.
When a traffic accident occurs ahead, the vehicles in the trailing convoy are generally idling during the congestion period to ensure the operation of in-vehicle equipment such as air conditioning. Given the significant differences in energy consumption losses among vehicles of different power types, it is necessary to calculate the energy consumption losses for new energy vehicles (
NEVs) and internal combustion engine vehicles (
ICEVs) separately. The energy consumption loss due to traffic congestion caused by road traffic accidents is illustrated in Equation (9).
represents the energy consumption loss of the fleet due to traffic accidents in the year y. denotes the penetration rate of NEVs in the year y. signifies the penetration rate of ICEVs in the year y. is the price per kilowatt-hour of electricity. is the price per liter of gasoline. refers to the idling energy consumption of NEVs. indicates the idling power consumption of ICEVs.
Based on various vehicle–road intelligence deployment scenarios and their impact on the number of traffic accidents in Beijing (
Figure 8), as well as the quantification of economic losses caused by fatalities, serious injuries, minor injuries, and PDO accidents, a comprehensive safety benefit for different scales of vehicle–road intelligence deployment scenarios can be obtained, as shown in Equation (10).
2.3.2. Quantified Assessment Sub-Model of Traffic Efficiency Benefit
Different vehicle–road collaborative intelligence deployment scenarios, and the penetration rate of intelligent vehicles at different development stages, will have varying levels of impact on traffic efficiency. Additionally, different types of roads have distinct structural characteristics and designed service capabilities, and the enhancement of traffic efficiency on different road types due to intelligence technologies is also different. By constructing a traffic efficiency impact assessment sub-model, we obtained the changes in percentage reduction in travel time per mile and percentage reduction in energy consumption per mile under different road types, different input traffic flow rates, different penetration rates of intelligent vehicles, and different vehicle–road intelligence deployment scenarios, relative to the baseline scenario of fully manual driving fleets. Combining the duration proportion of different road types in Beijing’s road network under different traffic flow rate ranges, as well as data on the scale of road mileage, energy (electricity, fuel) prices, and the unit time value, we can quantify the economic benefits produced by vehicle–road collaborative intelligence deployment in terms of traffic efficiency. The analytical framework for traffic efficiency benefits in this study is shown in
Figure 9.
Based on existing studies within our group and on relevant research from the literature [
11,
21,
38], the traffic efficiency benefits generated by the vehicle–road collaborative intelligence system primarily encompass the economic benefits of travel time resulting from improved traffic efficiency and the energy-saving economic benefits derived from reduced traffic congestion. These two aspects basically cover the full range of economic benefits from improved transportation efficiency, as shown in Equation (11).
denotes the economic benefits of travel time savings in the year y. signifies the energy-saving economic benefits in the year y.
Within the traffic efficiency sub-model, we have taken into account a range of schemes and functional combinations for varying levels of intelligent driving, from primary to advanced, and have modeled the intelligent driving behaviors across these levels, with human-driven vehicles (HVs) modeled using the Wiedemann 99 model. Enhancements such as roadside perception and computing devices extend vehicles’ capabilities, enabling “high-dimensional perspective” perception and cooperative optimization decision-making. Functions including cooperative lane changing, intelligent merging, and green wave passage further influence the intelligent driving behaviors of vehicles. We have chosen three representative types of roads—urban expressways, urban main roads, and urban secondary roads—and have modeled them in accordance with the “Urban Comprehensive Traffic System Planning Standard GB/T 51328-2018 [
39]”. Urban expressways are characterized as semi-closed, while urban main and secondary roads are open, capturing a variety of road scenario characteristics. These road types, with their distinct design service capabilities, are assigned corresponding traffic flow rate combinations. Utilizing VISSIM and traffic flow theory, we performed traffic flow simulations to determine the average travel time per kilometer for each vehicle under various road types, traffic flow rates, and penetration rates of intelligent vehicles, thereby assessing the impact of vehicle–road collaborative intelligence. By integrating traffic flow data with vehicle dynamics theory, we calculated the average energy consumption per kilometer for each vehicle under the same variables. To more accurately reflect the impact of vehicle–road intelligence deployment, we established a baseline using the average travel time per kilometer and energy consumption per vehicle for human-driven fleets, against which we measured the percentage reduction in travel time per mile and the percentage reduction in energy consumption per mile for different intelligence deployment scenarios. The traffic efficiency impact assessment sub-model is depicted in
Figure 10.
Due to varying travel demands among the public at different times of the day, there is a significant disparity in road traffic volumes across various time periods. Obtaining real-time traffic flow data for different road types within an urban network is challenging. Additionally, it is difficult to perform high-resolution analysis and calculations for all traffic flow conditions across all road types in practical simulations. This study combines the average operating speeds of vehicles on various types of roads in Beijing over a 24 h period [
40] with the relationship between average speed and average traffic volume for each road type [
41]. We were able to determine the duration proportion of different traffic volume intervals for various road types in Beijing, and, consequently, derive the average daily traffic volume for different road types across different traffic flow rate intervals. The average values within typical traffic volume intervals for different road types were selected for simulation, thereby allowing us to obtain the percentage reduction in travel time per mile and the percentage reduction in energy consumption per mile across different traffic flow intervals. The simulation results for urban expressways and urban main roads can be found in the
Appendix A.
Based on the traffic flow simulation results, combined with the duration proportion of different traffic flow rate ranges for various road types in Beijing, as well as data on the scale of road mileage and the unit time value, this study quantitatively assesses the economic benefits of enhancing traffic efficiency. The economic benefits of travel time saved by the vehicle–road collaborative intelligence system in the year
y are illustrated in Equation (12).
represents the average speed of fully human-driven vehicle fleets on road type r under traffic flow rate q. denotes the percentage reduction in travel time per mile on road type r with a traffic flow rate of q and a penetration rate of intelligent vehicles p. signifies the average daily traffic volume on road type r under traffic flow rate q. is the unit time value in the year y.
The energy-saving economic benefits brought about by the vehicle–road collaborative intelligence system primarily consist of two parts: the energy-saving benefits for the
ICEV fleet and the energy-saving benefits for the
NEV fleet, as shown in Equation (13).
represents the average energy consumption per mile for
NEVs, while
denotes the average energy consumption per mile for
ICEVs.
is the percentage reduction in energy consumption per mile on road type
r with a traffic flow rate of
q and a penetration rate of intelligent vehicles
p. It is assumed that the percentage reduction in energy consumption for both
ICEVs and
NEVs is the same. In recent years, the proportion of diesel vehicles in China’s passenger car market has been declining, and currently, diesel vehicles account for less than 1% of the total vehicle ownership. It is assumed that the
ICEV fleet in Beijing is composed entirely of gasoline vehicles. The relevant data and parameters are shown in
Table 4, where the price of gasoline used in this study is the average of the lowest (7.44 RMB/L) and highest (8.43 RMB/L) prices of 92-octane gasoline in 2023.