The basic diagram of the traffic flow. | Motor transport
From the presented equation that the increase in the density or flow rate contributes to a linear increase in traffic. In real driving conditions such traffic laws are not observed.
From these graphs, it follows that in the specific area by increasing sobeys ess the traffic to its FINE. The values of the traffic increases to max. Value equal to the capacity of highway R. Increasing traffic is accompanied by a decrease in the rate of traffic flow. This behavior of the intensity and flow rate due to qualitative changes in the flow. The increase in traffic in the free mode due to a fairly high speed motion of the individual a / m. In terms pachkoobraznogo driving modes due douplotneniem sobeys ess traffic flow by reducing the safety distance m / s from individual A / m. When the column mode of movement is a simultaneous decrease in speed tr. and traffic flow. At the time of the tr. congestion intensity and speed of the flow equal to 0. To determine the rate tr. necessary to direct sobeys ess the flow through the point and the origin. Then tg angle of this line will correspond to the speed tr. stream.
Conclusion: The analysis of the main chart DV-I tr. the flow of the show-is that the main task associated with the org-dor her second DV-I yavl Xia measures to eliminate points of occurrence of disturbances in the tr. flow and secondly, to take all possible measures in terms of capacity constraints preysheniya INT-minute DV-I above the max-th value equal to the capacity of the highway. One of the goals of the org-dor-of DV-I is at least providing a 15% capacity INT-minute sobeys ess DV-I below the capacity of the highway. Nmah? 0,85R.
Related articles: The wave speed. The method of investigation of its impact on traffic flow modes of motion tr-flows (free, partially-bound and bound) sobeys ess and Har-ki. Quality indicators UDM. Factors determining the DD process. Complex factors affecting traffic safety on the AT. . Influence of speed on fuel consumption cars. Active safety. Basic Pull-speed qualities PBX. Influence of functional connection of individual technical and operational parameters on the performance of the car. Classification and transport and operational performance of highways. SAI offers to correct the SDA and prohibit spikes Artificial lighting: its structure, regulation, calculation
Categories Cars (20) Safety (14) Safety and Traffic (12) VAZ-21213 (30) Analysis of the state of matter (8) Analytical studies (7) Abstract (1) Introduction (1) Provision of BDZ (4) How to use Results (4) Experimental studies (5) Freight (30) Marketing (10) The organization of commercial work (11) More efficient use of vehicles (10) Means of communication transport systems (5) The market for transport services (9) Special lifting machines. Winches (7) Articles (1186) Tehnichestkoe maintenance and repair of motor vehicles sobeys ess (13) Technology, sobeys ess organization and management of road passenger transport (24) The economy in motor vehicles (19)
2011 Motor transport
From the presented equation that the increase in the density or flow rate contributes to a linear increase in traffic. In real driving conditions such traffic laws are not observed.
From these graphs, it follows that in the specific area by increasing sobeys ess the traffic to its FINE. The values of the traffic increases to max. Value equal to the capacity of highway R. Increasing traffic is accompanied by a decrease in the rate of traffic flow. This behavior of the intensity and flow rate due to qualitative changes in the flow. The increase in traffic in the free mode due to a fairly high speed motion of the individual a / m. In terms pachkoobraznogo driving modes due douplotneniem sobeys ess traffic flow by reducing the safety distance m / s from individual A / m. When the column mode of movement is a simultaneous decrease in speed tr. and traffic flow. At the time of the tr. congestion intensity and speed of the flow equal to 0. To determine the rate tr. necessary to direct sobeys ess the flow through the point and the origin. Then tg angle of this line will correspond to the speed tr. stream.
Conclusion: The analysis of the main chart DV-I tr. the flow of the show-is that the main task associated with the org-dor her second DV-I yavl Xia measures to eliminate points of occurrence of disturbances in the tr. flow and secondly, to take all possible measures in terms of capacity constraints preysheniya INT-minute DV-I above the max-th value equal to the capacity of the highway. One of the goals of the org-dor-of DV-I is at least providing a 15% capacity INT-minute sobeys ess DV-I below the capacity of the highway. Nmah? 0,85R.
Related articles: The wave speed. The method of investigation of its impact on traffic flow modes of motion tr-flows (free, partially-bound and bound) sobeys ess and Har-ki. Quality indicators UDM. Factors determining the DD process. Complex factors affecting traffic safety on the AT. . Influence of speed on fuel consumption cars. Active safety. Basic Pull-speed qualities PBX. Influence of functional connection of individual technical and operational parameters on the performance of the car. Classification and transport and operational performance of highways. SAI offers to correct the SDA and prohibit spikes Artificial lighting: its structure, regulation, calculation
Categories Cars (20) Safety (14) Safety and Traffic (12) VAZ-21213 (30) Analysis of the state of matter (8) Analytical studies (7) Abstract (1) Introduction (1) Provision of BDZ (4) How to use Results (4) Experimental studies (5) Freight (30) Marketing (10) The organization of commercial work (11) More efficient use of vehicles (10) Means of communication transport systems (5) The market for transport services (9) Special lifting machines. Winches (7) Articles (1186) Tehnichestkoe maintenance and repair of motor vehicles sobeys ess (13) Technology, sobeys ess organization and management of road passenger transport (24) The economy in motor vehicles (19)
2011 Motor transport
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