City fast road intercommunicated overpass simulation design system and selection method
A technology of interchange and simulation design, which is applied in calculation, traffic flow detection, instrumentation, etc., and can solve problems such as high, inappropriate, and low indicators
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Embodiment 1
[0140] Utilize the design system of the present invention through the theoretical analysis of the traffic capacity in the typical area of the Tianjin Interchange and the calibration and correction of the simulation model, and obtain the basic road sections of the Tianjin Expressway, the interchange diverging / merging area, the weaving area, various typical ramps and The overall capacity value of the interchange can be used as a decision support for the type selection and scheme determination of the Tianjin interchange. The recommended values for the capacity of the interchange form are shown in Tables 1 to 5.
[0141] Table 1 Recommended capacity of basic section of expressway
[0142] Design speed (km / h)
Single lane capacity (pcu / h)
Cross-section four-lane traffic capacity (pcu / h)
80
2050
8200
[0143] Table 2 Recommended table of theoretical traffic capacity of interchange divergence / merge influe...
Embodiment 2
[0180] Embodiment 2: Type selection design of an urban expressway interchange
[0181] According to the current traffic volume or predicted traffic volume, the primary and secondary analysis of the traffic volume at the intersection of two two-way 8-lane urban expressways in the proposed construction area is carried out: the 2026 planning and forecast traffic volume at the intersection where the interchange is planned to be established Figure 5 shown.
[0182] According to the traffic capacity of the basic road section, diversion area, merge area, weaving area and various types of ramps obtained through the simulation model, the form of the interchange is preliminarily determined. The form of the interchange has the following options:
[0183] Option 1: Combination type I, such as Figure 6-1 As shown, the scheme arranges the circular ramps in two quadrants in a diagonal form, and the other quadrants should adopt directional and semi-directional ramps according to the order ...
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