Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 364
... interval between two opposite trains arriving not at the same time , time interval between two trains at station , time interval for dispatching two trains in succession in the same direction , time interval arrival -departure time not ...
... interval between two opposite trains arriving not at the same time , time interval between two trains at station , time interval for dispatching two trains in succession in the same direction , time interval arrival -departure time not ...
Page 421
... interval [ 1 , u ] . 3. The Establishment of Network for PESP follows . The steps of establishing the network model ... interval [ u ] is obtained . The interval [ 1 ,, u ] is called the spanning interval of arc a ,, . From the ...
... interval [ 1 , u ] . 3. The Establishment of Network for PESP follows . The steps of establishing the network model ... interval [ u ] is obtained . The interval [ 1 ,, u ] is called the spanning interval of arc a ,, . From the ...
Page 784
... Interval requirement of departure on district station . a . Requirement of interval time between freight train i = 2 , About departure interval on district station , we could only consider the two type redundant time to be set among ...
... Interval requirement of departure on district station . a . Requirement of interval time between freight train i = 2 , About departure interval on district station , we could only consider the two type redundant time to be set among ...
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 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 flow traffic volume train operation transit transportation planning Transportation Research transportation system travel behavior travel cost travel demand trip truck urban transportation urban transportation planning variables vehicle Xiamen