Method for forecasting influence range of highway traffic incident on basis of microscopic simulation
A technology for traffic incidents and highways, applied in software simulation/interpretation/simulation, program control devices, etc., to achieve the effects of improving estimation accuracy and accuracy, expanding the scope of application, and ensuring data quality
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Embodiment 1
[0059] In this embodiment, a method for predicting the impact range of expressway traffic events based on microscopic simulation is provided, which can be implemented according to the following steps:
[0060] Step 1: Obtain real-time toll data and historical toll data of the expressway network.
[0061] The main content of expressway toll data includes information such as the time when the current vehicle enters the expressway, the code of the toll station entering the expressway, the time of leaving the expressway, the code of the toll station leaving the expressway, and the vehicle type. By counting the toll data of entering / leaving the same toll station in the same time period of entering the expressway, the traffic demand data of the expressway in different periods can be obtained. The time granularity of a traffic demand matrix is 5 minutes. The horizontal axis and the vertical axis of the matrix are the numbers of toll stations included in the road network, and the di...
Embodiment 2
[0073] In this embodiment, a method for predicting the impact range of expressway traffic events based on microscopic simulation is provided, which can be implemented according to the following steps:
[0074] step 1:
[0075] Store the information of vehicles leaving the expressway after traveling in the toll station exit information table. The fields in the table can include: entry time, entry code, exit time, exit code, license plate number, and vehicle type.
[0076] Step 2:
[0077] The traffic event information is stored in the traffic event information table, and the fields in the table may include: event occurrence time, event occurrence road section, direction, stake position, number of passable lanes before the event, and number of passable lanes after the event.
[0078] Step 3:
[0079] The deviation of the OD to be estimated relative to the historical OD is defined as a state vector, and the deviation obeys an autoregressive process:
[0080] ...
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