Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 384
... schedule of trains the headway varies from 5 to 13 minutes . It is observed that passengers do take the trains not worrying about crowding level and safety without waiting for another train in the queue . Thus the average waiting time ...
... schedule of trains the headway varies from 5 to 13 minutes . It is observed that passengers do take the trains not worrying about crowding level and safety without waiting for another train in the queue . Thus the average waiting time ...
Page 545
... schedule is proposed to describe the cars flow connections and analyze the operations and capacity of rail yards when the conditions of train flows , schedule or makeup plan have been changed . 1 Model Formulation 1.1 Time - Space ...
... schedule is proposed to describe the cars flow connections and analyze the operations and capacity of rail yards when the conditions of train flows , schedule or makeup plan have been changed . 1 Model Formulation 1.1 Time - Space ...
Page 546
... schedule . 1.2 General notation and definition With the above time - space network , the model could be setup as ... schedule lines of OD flow i . L is the link set of the final arrival train schedule lines within the permitted transport ...
... schedule . 1.2 General notation and definition With the above time - space network , the model could be setup as ... schedule lines of OD flow i . L is the link set of the final arrival train schedule lines within the permitted transport ...
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