Traffic and Transportation StudiesAmerican Society of Civil Engineers, 2000 - Communication and traffic |
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Page 532
... traffic flow and time occupancy O¦ . L ( Q ' - Q ) + L · Qh Th V ' = 300-0 / 100 ( 11 ) Where , L is mean length of lower vehicles of section j ; L is mean length of higher vehicles of section j ; Q ' is traffic flow in 5 minutes of ...
... traffic flow and time occupancy O¦ . L ( Q ' - Q ) + L · Qh Th V ' = 300-0 / 100 ( 11 ) Where , L is mean length of lower vehicles of section j ; L is mean length of higher vehicles of section j ; Q ' is traffic flow in 5 minutes of ...
Page 601
... Traffic Flow . " Phys . Rev. E , 59 , R2505 - R2508 . Kerner , B. S. , ( 1998 ) . " A Theory of Congested Traffic Flow " Procs . Third Int . Symp . Highway Capacity , Road Directorate , Denmark , Rikke Rysgaard ( Ed . ) , Vol . 2 , 621 ...
... Traffic Flow . " Phys . Rev. E , 59 , R2505 - R2508 . Kerner , B. S. , ( 1998 ) . " A Theory of Congested Traffic Flow " Procs . Third Int . Symp . Highway Capacity , Road Directorate , Denmark , Rikke Rysgaard ( Ed . ) , Vol . 2 , 621 ...
Page 683
... traffic flow characteristics and the driving behavior in Chinese urban areas . Meanwhile , practical research in the law of micro traffic flow in China is not abundant currently . As a result , the project Beijing Urban Traffic ...
... traffic flow characteristics and the driving behavior in Chinese urban areas . Meanwhile , practical research in the law of micro traffic flow in China is not abundant currently . As a result , the project Beijing Urban Traffic ...
Contents
A Review of Safety and Other Issues | 1 |
An Application | 9 |
Simulation System of Technological Process at Marshalling Station | 17 |
Copyright | |
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