Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 282
... distance with actual running speed ( namely scheduled running speed ) of passenger express trains over 100km / h ... distance . The top track allowable speed is 160 km / h , and the track distance with allowable speed over 140km / h ...
... distance with actual running speed ( namely scheduled running speed ) of passenger express trains over 100km / h ... distance . The top track allowable speed is 160 km / h , and the track distance with allowable speed over 140km / h ...
Page 307
... distance ( MRD ) and perception distance ( PD ) are calculated for driver to read and recognize the DMS messages in the proper distance and time . The basic diagram of PD and MRD are as follows . AD PD Perception Distance RD + RLD + LLD ...
... distance ( MRD ) and perception distance ( PD ) are calculated for driver to read and recognize the DMS messages in the proper distance and time . The basic diagram of PD and MRD are as follows . AD PD Perception Distance RD + RLD + LLD ...
Page 308
... distance and minimum distance between automobile and truck are shown following table 1 by orthographical variation by 0.5 - unit 5 - degree to 8 - degree . Figure 4 is a diagram of orthographical angle variation of DMS board . As shown ...
... distance and minimum distance between automobile and truck are shown following table 1 by orthographical variation by 0.5 - unit 5 - degree to 8 - degree . Figure 4 is a diagram of orthographical angle variation of DMS board . As shown ...
Contents
How Do We Make New Public Transport Systems More Successful? | 1 |
Study of Traffic Environment Awareness Among Elementary Schoolers in Japan | 9 |
Modeling Vehicle Age Distribution for Air Quality Analysis | 17 |
Copyright | |
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algorithm analysis arrival average behavior Beijing calculated carrying capacity China classification yards computing congestion constraints cost demand density departure depot destination distance distribution drivers dynamic emission environmental equation equilibrium estimated factors Figure forecasting freeway function fuzzy genetic algorithm headway high-speed household hypermarket increase interval km/h layer managed lanes method mode choice neural networks node non-work trips Northern Jiaotong University operation optimal order parameter pair paper path peak period planning pollution port problem public transport queue rail ramp meters ratio region removing coefficient road network route Royal Mile sample schedule Shenyang Shenzhen simulation SP data speed limits speed-raising passenger trains station survey Table Tianjin track traffic flow traffic volume Tramlink transit transportation system travel behavior truck urban urban rail transit users vanets variables vehicle warehousing yard zone