Road traffic accident multi-happening section identifying method
A technology for accident-prone sections and traffic accidents, applied in the field of road traffic accident-prone section identification, can solve problems such as being unable to be the same, unable to explain the actual meaning, and not taking into account differences in national regions and regions, to avoid subjectivity and enhance identification. Effect
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Embodiment 1
[0023] Embodiment 1 The number of accidents and the accident rate conform to the example of Poisson distribution
[0024] The number of traffic accidents refers to the number of traffic accidents corresponding to the mileage of the highway in a statistical period on the road section to be identified. In this example, the number of accidents on the road section with a length of 1Km is used as the statistical unit, and the road type is a road dedicated to automobiles. The division of other road types is shown in Table 1. Corresponding to the second type of road type urban roads, when identifying road traffic accident-prone road sections, replace "1Km length road section with length less than L and the number of accidents ≥ 2" when identifying road traffic accident-prone road sections, and other steps remain unchanged. guidelines. Among them, L refers to the distance between urban intersections: 30m for secondary arterial roads and 60m for main arterial roads.
[0025] ...
Embodiment 2
[0040] Embodiment 2 The number of accidents and the accident rate do not conform to the example of Poisson distribution:
[0041] For the case where the number of accidents and the accident rate do not conform to the Poisson distribution, the road to be studied is divided into several small road sections according to the length of 1Km, and the number of small road sections with the same number of accidents is found, that is, the number of accidents on the road to be studied is For the frequency of occurrence, divide the accident frequency by the total number of small road sections to obtain the frequency of the accident number, and add the frequency according to the number of accidents from small to large to obtain the cumulative frequency of traffic accidents. After the significance level α is given, the number of accidents corresponding to the cumulative frequency equivalent to (1-α) is the critical value γ. Divide the number of accidents by the traffic volume to get the acc...
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