Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 598
Effects of Urban Bunched Traffic Flow on Pedestrian Delay Xiao - Ping Guo ' John Black2 Michael Dunne3 Abstract Bunching of urban traffic is analyzed as a problem affecting pedestrian delay . A new model of pedestrian delay at a random ...
Effects of Urban Bunched Traffic Flow on Pedestrian Delay Xiao - Ping Guo ' John Black2 Michael Dunne3 Abstract Bunching of urban traffic is analyzed as a problem affecting pedestrian delay . A new model of pedestrian delay at a random ...
Page 602
... Pedestrians are consistent and homogeneous . All pedestrian arrivals are considered to be uniformly distributed over the period in question . In reality , this assumption is not strictly true . When pedestrians scan the major stream ...
... Pedestrians are consistent and homogeneous . All pedestrian arrivals are considered to be uniformly distributed over the period in question . In reality , this assumption is not strictly true . When pedestrians scan the major stream ...
Page 627
... Pedestrian 3 72 10 2,160 0.003 ( 2.5 ) 0.0012 ( 1 ) Stationary situation Parked car 2 × 5 = 10 3600 10 360,000 0.2 ( 167.7 ) = Note : S.T. Stopping distance [ m ] Efficiency i = ( TSO ratio of mode i / TSO ratio of pedestrian ) Table 1 ...
... Pedestrian 3 72 10 2,160 0.003 ( 2.5 ) 0.0012 ( 1 ) Stationary situation Parked car 2 × 5 = 10 3600 10 360,000 0.2 ( 167.7 ) = Note : S.T. Stopping distance [ m ] Efficiency i = ( TSO ratio of mode i / TSO ratio of pedestrian ) Table 1 ...
Contents
Methodologies for the Identification of Highway Safety Problem Areas | 1 |
Travel Time Prediction System TIPS for Freeway Work Zones | 20 |
Positive Roles and Issues | 30 |
Copyright | |
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AASHTO algorithm analysis application average Beijing calculated capacity Castle Peak Road China Chinese cities congestion constraints construction crash counts data warehouse database delay departure distance distribution dynamic traffic economic emission Engineering equilibrium evaluation expressway factors Figure forecasting freight function guided bus headway highway increase intersection interval iteration logistics method mode choice neural network node Northern Jiaotong University optimal paper parameters parking passenger trains path pedestrian problem public transport queue rail railway transport refrigerated container road route RTWG Shanghai signal simulation solution solve Southwest Jiaotong University speed speed-increasing Spoornet stage structure subgrade Table track traffic assignment model traffic flow traffic volume train operation transit transportation planning Transportation Research transportation system travel behavior travel cost travel demand trip truck urban transportation variables vehicle Xiamen