A conventional bus adjustment method for rail transit collinear section
A technology of rail transit and public transportation, which is applied in the traffic control system of road vehicles, traffic flow detection, traffic control system, etc., and can solve the problems of reduced operating efficiency
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Embodiment 1
[0160] In this example, the research is carried out on the common-line section of rail transit line 1 between Hubin East Road and Lianhua Intersection in City A, and the traffic capacity of the bus-only lane with one roadside + two straight-line bus stops is regarded as the passable section of the rail line. Regular bus capacity. The distribution of 27 bus lines in the downlink direction selected from Hubin East Road as a transfer station shows that the traffic capacity of the entire section of the same line can be constrained by studying the traffic capacity of the common line section from Hubin East Road to Lianhua Intersection. This example investigates the road section of the rail transit line 1 between Hubin East Road and Lianhua Intersection in City A on August 14, 2017. According to the GPS data and Carry out instance calculations on bus swiping card data.
[0161] According to the data obtained from the survey, T c = 170s, a three =0.45m / s 2 , t′ 绿 = 53s,t 间 = ...
Embodiment 2
[0182] This example studies the common-line section of the rail transit line 1 between Hubin East Road and Lianhua intersection in city A, and uses line 1* as an example to illustrate the calculation. Among them, the parameters of the calculation process are set as follows: according to the actual situation of city A, the morning peak is set to 7:30-8:30; according to the actual situation of city A, the rated passenger capacity of regular buses is set uniformly P=70 people / vehicle; The full load rate between different lines is different, and the maximum full load rate of conventional buses is uniformly set Θ = 120%; the maximum departure interval of different groups is not considered, and the maximum departure interval Θ is uniformly set m =30min; Regardless of the difference in the ratio of card swiping data and total passenger flow of conventional bus lines on different routes, according to the bus company’s knowledge that card swiping data in city A accounts for about 66% of...
Embodiment 3
[0203] In this example, the study is carried out on the collinear section of rail transit line 1 between Hubin East Road and Lianhua Intersection in City A, and the departure schedules of the 8 bus lines that need to be adjusted in the collinear section are adjusted. Among them, the parameters of the calculation process are as follows: according to the actual situation of city A, the morning peak is set to 7:30-8:30; the rated passenger capacity of conventional buses is set uniformly P = 70 people / vehicle; the load rate between different lines is not considered Different, uniformly set the maximum full load rate of conventional buses Θ = 120%; regardless of the difference in the maximum departure interval of different groups, uniformly set the maximum departure interval Θ m =30min; Regardless of the difference in the ratio of card swiping data to total passenger flow of conventional bus lines on different lines, according to the bus company’s knowledge that card swiping data in...
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