| Literature DB >> 35627556 |
Lining Liu1, Xiaofei Ye1, Tao Wang2, Xingchen Yan3, Jun Chen4, Bin Ran5.
Abstract
The purpose of this paper is to analyze the complex coupling relationships among accident factors contributing to the automobile and two-wheeler traffic accidents by establishing the Bayesian network (BN) model of the severity of traffic accidents, so as to minimize the negative impact of automobile to two-wheeler traffic accidents. According to the attribution of primary responsibility, traffic accidents were divided to two categories: the automobile and two-wheeler traffic as the primary responsible party. Two BN accident severity analysis models for different primary responsible parties were proposed by innovatively combining the Kendall correlation analysis method with the BN model. A database of 1560 accidents involving an automobile and two-wheeler in Guilin, Guangxi province, were applied to calibrate the model parameters and validate the effectiveness of the models. The result shows that the BN models could reflect the real relationships among the influential factors of the two types of traffic accidents. For traffic accidents of automobiles and two-wheelers as the primary responsible party, respectively, the biggest influential factors leading to fatality were weather and visibility, and the corresponding fluctuations in the probability of occurrence were 32.20% and 27.23%, respectively. Moreover, based on multi-factor cross-over analysis, the most influential factors leading to fatality were: {Off-Peak Period → Driver of Two-Wheeler: The elderly → Driving Behavior of Two-Wheeler: Parking} and {Drunk Driving Two-Wheeler → Having a License of Automobiles → Visibility: 50 m~100 m}, respectively. The results provide a theoretical basis for reducing the severity of automobile to two-wheeler traffic accidents.Entities:
Keywords: Bayesian network; Kendall rank correlation; automobile to two-wheeler traffic accidents; big data and traffic safety; severity of accidents
Mesh:
Year: 2022 PMID: 35627556 PMCID: PMC9141871 DOI: 10.3390/ijerph19106013
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 4.614
Raw data example.
| Accident Number | Accident | Accident Characteristics | Accident Causes | Accident Liability | Automobile Information | Two-Wheeler Information |
|---|---|---|---|---|---|---|
| 45030272 | 1 | 2015/3/17 23:20 | Driving an automobile after drinking alcohol | 1 | Drunk driving; not exceeding the speed limit | Not exceeding the speed limit; 30 years old |
Note: Accident degree: 1 = fatal accident; 2 = severe accident; 3 = minor accident; 4 = property damage. Accident liability: 1 = automobile as the primary responsible party; 2 = two-wheeler as the primary responsible party.
Figure 1Proportion of two types of accidents in different levels.
Influencing factors and data discretization of automobile to two-wheeler traffic accidents.
| Variable Classification | Variables | Symbol | Variables Assignment | Kendall Correlation | ||||
|---|---|---|---|---|---|---|---|---|
| Dependent | Accident degree | Ad | 1 = Fatal accident | 2 = Severe accident | Two-wheeler | Auto | ||
| 3 = Minor accident | 4 = Property damage | |||||||
| Driving Behavior and Driver Characteristics of Two-Wheeler | Behavioral characteristics | Bc_1 | 1 = Go Straight | 2 = Turn Left | - | −0.138 | ||
| 3 = Turn Right | 4 = Parking | |||||||
| 5 = Cross Street | ||||||||
| Gender | Gd_1 | 1 = Male | 2 = Female | - | 0.120 | |||
| Age | Ag_1 | 1 = Minor | 2 = Youth (18–35) | - | −0.089 | |||
| 3 = Wrinkly (36–55) | 4 = The elderly (>55) | |||||||
| Having a license or not | Dl_1 | 1 = Yes | 2 = No | 0.102 | - | |||
| Drunk driving or not | Dd_1 | 1 = Yes | 2 = No | 0.090 | - | |||
| Speeding or not | Os_1 | 1 = Yes | 2 = No | - | - | |||
| Safety helmet or not | Sh_1 | 1 = Yes | 2 = No | 0.073 | - | |||
| Driving Behavior and Driver Characteristics of Automobile | Behavioral characteristics | Bc_2 | 1 = Go Straight | 2 = Turn Left | 0.132 | - | ||
| 3 = Turn Right | 4 = Parking | |||||||
| 5 = Cross Street | ||||||||
| Gender | Gd_2 | 1 = Man | 2 = Woman | 0.184 | - | |||
| Age | Ag_2 | 1 = Minor | 2 = Youth (18–35) | - | - | |||
| 3 = Wrinkly (36–55) | 4 = The elderly (>55) | |||||||
| Having a license or not | Dl_2 | 1 = Yes | 2 = No | 0.099 | - | |||
| Drunk driving or not | Dd_2 | 1 = Yes | 2 = No | - | - | |||
| Speeding or not | Os_2 | 1 = Yes | 2 = No | 0.079 | - | |||
| Characteristics of Road Type | Accident location | Lt | 1 = Segment | - | −0.076 | |||
| 2 = Intersection with Control | ||||||||
| 3 = Intersection without Control | ||||||||
| Lane of the accident | Ln | 1 = Vehicular Lane | 2 = Other Lane | - | 0.093 | |||
| Central divider type | Cd | 1 = No Barrier | 2 = Barrier | −0.132 | - | |||
| 3 = Green Belt | ||||||||
| Pavement material | Pm | 1 = Pitch | 2 = Cement | - | 0.132 | |||
| Road conditions | Rc | 1 = Intact | 2 = Broken | 0.086 | - | |||
| Road linear | Rl | 1 = Linear | 2 = Non-Linear | - | −0.098 | |||
| Characteristics of Peak Time and Environment | Working day or not | Wd | 1 = Yes | 2 = No | - | −0.142 | ||
| Peak time or not | Pt | 1 = Off-peak time | 2 = Peak time | 0.102 | 0.067 | |||
| Lighting condition | Lc | 1 = Daytime | 2 = Nighttime | - | - | |||
| Weather | Wea | 1 = Sunny | 2 = Cloudy | 3 = Rainy | −0.087 | 0.079 | ||
| Visibility | Vis | 1 = <50 m | 2 = 50 m~100 m | 0.144 | - | |||
| 3 = 100 m~200 m | 4 = >200 m | |||||||
Note: “-” represents that the corresponding variable has no significant correlation. In the Kendall correlation, the first column corresponds to the traffic accident in which the two-wheeler is the primary responsible party; the second column corresponds to the traffic accident in which automobile is the primary responsible party. All variables are extracted from the raw data.
Figure 2Key factor identification process based on the Kendall rank correlation analysis.
Figure 3Set of key factors in traffic accidents with the automobile as the primary responsible party.
Figure 4Set of key factors in traffic accidents with the two-wheeler as the primary responsible party.
Sequencing results based on the absolute values of the Kendall correlation coefficients.
| Accident Type | Sequential Sequence of the Kendall Correlation Coefficients | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Automobile as the Primary Responsible Party | 1 | Wd | 2 | Bc_1 | 3 | Pm | 4 | Gd_1 | 5 | Rl | 6 | Ln |
| 7 | Ag_1 | 8 | Wea | 9 | Lt | 10 | Pt | |||||
| Two-Wheeler as the Primary Responsible Party | 1 | Gd_2 | 2 | Vis | 3 | Bc_2 | 4 | Cd | 5 | Pt | 6 | Dl_1 |
| 7 | Dl_2 | 8 | Dd_1 | 9 | Wea | 10 | Rc | 11 | Os_2 | 12 | Sh_1 | |
Figure 5Automobile as the primary responsible party traffic accident BN structure learning results. Node: The solid and dashed lines represent the direct and indirect impact, respectively.
Figure 6Two-wheeler as the primary responsible party traffic accident BN structure learning results. Node: The solid and dashed lines represent the direct and indirect impact, respectively.
Conditional probability of influencing factors of traffic accidents with the automobile as the primary responsible party.
| Influencing Factors Variable | Probability of Different Accident Levels | Influence Degree | Ranking | ||||
|---|---|---|---|---|---|---|---|
| Fatal Accident | Severe Accident | Minor Accident | Property Damage | ||||
| Driving Behavior | Go Straight | 0.2080 | 0.1188 | 0.6640 | 0.0093 | 0.3675 | 2 |
| Turn Left | 0.3118 | 0.2866 | 0.3873 | 0.0143 | |||
| Turn Right | 0.4145 | 0.1344 | 0.3166 | 0.1344 | |||
| Parking | 0.1675 | 0.0634 | 0.3507 | 0.4185 | |||
| Across Street | 0.4033 | 0.1034 | 0.4783 | 0.0150 | |||
| Gender of Two-Wheeler | Man | 0.2523 | 0.1342 | 0.5946 | 0.0189 | 0.0711 | 4 |
| Woman | 0.2025 | 0.1129 | 0.6373 | 0.0474 | |||
| Age of Two-Wheeler | Minor | 0.4268 | 0.3889 | 0.1067 | 0.0776 | 0.5108 | 1 |
| Youth (18–35) | 0.1946 | 0.1468 | 0.6334 | 0.0252 | |||
| Wrinkly (36–55) | 0.1750 | 0.1299 | 0.6628 | 0.0322 | |||
| The elderly (>55) | 0.4162 | 0.0586 | 0.5210 | 0.0042 | |||
| Accident Location | Segment | 0.2317 | 0.1206 | 0.6251 | 0.0226 | 0.0309 | 6 |
| Intersection with Ctrl | 0.2647 | 0.1185 | 0.5942 | 0.0226 | |||
| Intersection no Ctrl | 0.2416 | 0.1371 | 0.5941 | 0.0272 | |||
| Peak Time or Not | Off-Peak Period | 0.2513 | 0.1283 | 0.5967 | 0.0236 | 0.0336 | 5 |
| Peak Period | 0.2133 | 0.1327 | 0.6247 | 0.0294 | |||
| Weather | Sunny | 0.2447 | 0.1789 | 0.5451 | 0.0314 | 0.3332 | 3 |
| Cloudy | 0.1043 | 0.0562 | 0.8299 | 0.0096 | |||
| Rainy | 0.4263 | 0.0674 | 0.4798 | 0.0265 | |||
Conditional probability of influencing factors of traffic accidents with the two-wheeler as the primary responsible party.
| Influencing Factors Variable | Probability of Different Accident Levels | Influence Degree | Ranking | ||||
|---|---|---|---|---|---|---|---|
| Fatal Accident | Severe Accident | Minor Accident | Property Damage | ||||
| Drunk Driving or Not of Two-Wheeler | Yes | 0.4678 | 0.0899 | 0.3967 | 0.0456 | 0.1579 | 3 |
| No | 0.2996 | 0.1002 | 0.5904 | 0.0098 | |||
| Safety Helmet or Not of Two-Wheeler | Yes | 0.3452 | 0.1012 | 0.5382 | 0.0154 | 0.0121 | 7 |
| No | 0.3367 | 0.0976 | 0.5476 | 0.0181 | |||
| Gender of Automobile | Man | 0.3486 | 0.1021 | 0.5359 | 0.0134 | 0.2145 | 2 |
| Woman | 0.1929 | 0.0433 | 0.6879 | 0.0759 | |||
| Having a License or Not of Automobile | Yes | 0.3594 | 0.097 | 0.5223 | 0.0213 | 0.0283 | 6 |
| No | 0.3299 | 0.0982 | 0.5553 | 0.0166 | |||
| Speeding or Not of Automobile | Yes | 0.3367 | 0.0973 | 0.5487 | 0.0173 | 0.0014 | 8 |
| No | 0.3375 | 0.0979 | 0.5467 | 0.0179 | |||
| Road Conditions | Intact | 0.3373 | 0.0981 | 0.5467 | 0.0179 | 0.0007 | 9 |
| Broken | 0.3516 | 0.0831 | 0.5471 | 0.0182 | |||
| Peak Time or Not | Off-Peak Period | 0.3504 | 0.0961 | 0.5341 | 0.0194 | 0.0590 | 5 |
| Peak Period | 0.2821 | 0.1054 | 0.6013 | 0.0112 | |||
| Weather | Sunny | 0.3178 | 0.1062 | 0.5589 | 0.0171 | 0.1091 | 4 |
| Cloudy | 0.2922 | 0.1058 | 0.5864 | 0.0156 | |||
| Rainy | 0.4434 | 0.0637 | 0.4705 | 0.0224 | |||
| Visibility | <50 m | 0.5147 | 0.0197 | 0.4459 | 0.0197 | 0.2237 | 1 |
| 50 m~100 m | 0.5169 | 0.0582 | 0.3928 | 0.0321 | |||
| 100 m~200 m | 0.2446 | 0.1068 | 0.6344 | 0.0142 | |||
| >200 m | 0.2629 | 0.1262 | 0.5980 | 0.0129 | |||
Combination ranking of multi-influencing factors in fatal accidents.
| Accident Type | Multi-factor Combination Sequence | Fatal Accident | |
|---|---|---|---|
| Probability | Ranking | ||
| Automobile as the Primary Responsible Party | Off-Peak Period → Driver of Two-Wheeler: The elderly → Driving Behavior of Two-Wheeler: Parking | 0.6790 | 1 |
| Intersection without Control → Driver of Two-Wheeler: The elderly → Driving Behavior of Two-Wheeler: Across Street | 0.6672 | 2 | |
| Driver of Two-Wheeler: The elderly → Driving Behavior of Two-Wheeler: Across Street | 0.6672 | 3 | |
| Intersection without Control → Driver of Two-Wheeler: The elderly → Driving Behavior of Two-Wheeler: Turn Left | 0.5587 | 4 | |
| Off-Peak Period → Driver of Two-Wheeler: Minor →Driving Behavior of Two-Wheeler: Go Straight | 0.4790 | 5 | |
| Two-Wheeler as the Primary Responsible Party | Drunk Driving Two-Wheeler → Having a License of Automobile → Visibility: 50 m~100 m | 0.6359 | 1 |
| Drunk Driving Two-Wheeler → Off-Peak Period → Visibility: 50 m~100 m | 0.6336 | 2 | |
| Safety Helmet of Two-Wheeler → Having no License of Automobile → Visibility: <50 m | 0.5967 | 3 | |
| Road Broken → Off-Peak Period → Visibility: <50 m | 0.5776 | 4 | |
| Road Broken → Rainy → Visibility: <50 m | 0.5313 | 5 | |
Validity test results of the Bayesian network model of traffic accidents with the automobile as the primary responsible party.
| Direct Influencing Factors | Result Variable: Accident Degree | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fatal Accident | Severe Accident | Minor Accident | Property Damage | ||||||||||
| Bayes | Real | Absolute Error | Bayes | Real | Absolute Error | Bayes | Real | Absolute Error | Bayes | Real | Absolute Error | ||
| Bc_1 | 1 | 0.208 | 0.2128 | 0.0048 | 0.1188 | 0.1135 | 0.0053 | 0.664 | 0.6667 | 0.0027 | 0.0093 | 0.0071 | 0.0022 |
| 2 | 0.3118 | 0.2500 | 0.0618 | 0.2866 | 0.1875 | 0.0991 | 0.3873 | 0.5625 | 0.1752 | 0.0143 | 0.0000 | 0.0143 | |
| 3 | 0.4145 | 0.5000 | 0.0855 | 0.1344 | 0.0000 | 0.1344 | 0.3166 | 0.5000 | 0.1834 | 0.1344 | 0.0000 | 0.1344 | |
| 4 | 0.1675 | 0.2000 | 0.0325 | 0.0634 | 0.0000 | 0.0634 | 0.3507 | 0.6000 | 0.2493 | 0.4185 | 0.2000 | 0.2185 | |
| 5 | 0.4033 | 0.4762 | 0.0729 | 0.1034 | 0.0952 | 0.0082 | 0.4783 | 0.4286 | 0.0497 | 0.0150 | 0.0000 | 0.0150 | |
| Ag_1 | 1 | 0.4268 | 0.5000 | 0.0732 | 0.3889 | 0.3333 | 0.0556 | 0.1067 | 0.1667 | 0.0600 | 0.0776 | 0.0000 | 0.0776 |
| 2 | 0.1946 | 0.1884 | 0.0062 | 0.1468 | 0.1159 | 0.0309 | 0.6334 | 0.6812 | 0.0478 | 0.0252 | 0.0145 | 0.0107 | |
| 3 | 0.1750 | 0.1781 | 0.0031 | 0.1299 | 0.1233 | 0.0066 | 0.6628 | 0.6849 | 0.0221 | 0.0322 | 0.0137 | 0.0185 | |
| 4 | 0.4162 | 0.4615 | 0.0453 | 0.0586 | 0.0513 | 0.0073 | 0.5210 | 0.4872 | 0.0338 | 0.0042 | 0.0000 | 0.0042 | |
| Wea | 1 | 0.2447 | 0.2752 | 0.0305 | 0.1789 | 0.1651 | 0.0138 | 0.5451 | 0.5413 | 0.0038 | 0.0314 | 0.0183 | 0.0131 |
| 2 | 0.1043 | 0.0870 | 0.0173 | 0.0562 | 0.0435 | 0.0127 | 0.8299 | 0.8696 | 0.0397 | 0.0096 | 0.0000 | 0.0096 | |
| 3 | 0.4263 | 0.4063 | 0.0200 | 0.0674 | 0.0313 | 0.0361 | 0.4798 | 0.5625 | 0.0827 | 0.0265 | 0.0000 | 0.0265 | |
| Average Error: | 0.0520 | Average Error after Removing Extreme Scenes: | 0.0283 | ||||||||||
Validity test results of the Bayesian network model of traffic accidents with the two-wheeler as the primary responsible party.
| Direct Influencing Factors | Result Variable: Accident Degree | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Fatal Accident | Severe Accident | Minor Accident | Property Damage | ||||||||||
| Bayes | Real | Absolute Error | Bayes | Real | Absolute Error | Bayes | Real | Absolute Error | Bayes | Real | Absolute Error | ||
| Dd_1 | 1 | 0.4678 | 0.4444 | 0.0234 | 0.0899 | 0.0833 | 0.0066 | 0.3967 | 0.4167 | 0.0200 | 0.0456 | 0.0556 | 0.0100 |
| 2 | 0.2553 | 0.3040 | 0.0044 | 0.1002 | 0.0960 | 0.0042 | 0.5904 | 0.5920 | 0.0016 | 0.0098 | 0.0080 | 0.0018 | |
| Gd_2 | 1 | 0.3002 | 0.3533 | 0.0047 | 0.1021 | 0.1000 | 0.0021 | 0.5359 | 0.5333 | 0.0026 | 0.0134 | 0.0134 | 0.0000 |
| 2 | 0.2651 | 0.0909 | 0.1020 | 0.0433 | 0.0000 | 0.0433 | 0.6879 | 0.8182 | 0.1303 | 0.0759 | 0.0909 | 0.0150 | |
| Vis | 1 | 0.2924 | 0.5294 | 0.0147 | 0.0197 | 0.0000 | 0.0197 | 0.4459 | 0.4706 | 0.0247 | 0.0197 | 0.0000 | 0.0197 |
| 2 | 0.2472 | 0.5000 | 0.0169 | 0.0582 | 0.0588 | 0.0006 | 0.3928 | 0.4118 | 0.0190 | 0.0321 | 0.0294 | 0.0027 | |
| 3 | 0.1723 | 0.2414 | 0.0032 | 0.1068 | 0.1034 | 0.0034 | 0.6344 | 0.6207 | 0.0137 | 0.0142 | 0.0345 | 0.0203 | |
| 4 | 0.3449 | 0.2593 | 0.0036 | 0.1262 | 0.1235 | 0.0027 | 0.5980 | 0.6049 | 0.0069 | 0.0129 | 0.0123 | 0.0006 | |
| Average Error: | 0.0170 | Average Error after Removing Extreme Scenes: | 0.0091 | ||||||||||
Sequencing results based on the absolute values of the Kendall correlation coefficients.
| Accident Type | Sequential Sequence of the Kendall Correlation Coefficients | ||||||
|---|---|---|---|---|---|---|---|
| Complete Automobile to Two-Wheeler Traffic Accident | 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| Dd_1 | Gd_1 | Gd_2 | Dl_1 | Pt | Vis | Os_1 | |
| 8 | 9 | 10 | 11 | 12 | 13 | ||
| Cd | Wd | Ln | Os_2 | Ag_1 | Wea | ||
Figure 7Complete automobile to two-wheeler traffic accident BN structure learning results. Note: The solid and dashed lines represent the direct and indirect impact, respectively.