Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 305
Queue Evolution Tracing The DYNAMIC model defines two types of queues on a link . The first one is an entry queue that is expressed by q1 ( l , t ) . An entry queue is the queue that exists at the entry point of a link . This is an ...
Queue Evolution Tracing The DYNAMIC model defines two types of queues on a link . The first one is an entry queue that is expressed by q1 ( l , t ) . An entry queue is the queue that exists at the entry point of a link . This is an ...
Page 311
... queue models have been developed under different conditions , such as M / M / 1 , M / G / 1 , M / G2 / 1 ( Heidemann , 1991 ) and G / G / 1 and so on . Among these models , the key problem is , of course , the queue length distribution ...
... queue models have been developed under different conditions , such as M / M / 1 , M / G / 1 , M / G2 / 1 ( Heidemann , 1991 ) and G / G / 1 and so on . Among these models , the key problem is , of course , the queue length distribution ...
Page 313
... queue . Saltier ( 1974 ) gave the expression of L / C as the discharge time for the queue length L and capacity C. Leonard etc. ( 1978 ) expressed the over - saturation delay as the difference between arrival and departure time after ...
... queue . Saltier ( 1974 ) gave the expression of L / C as the discharge time for the queue length L and capacity C. Leonard etc. ( 1978 ) expressed the over - saturation delay as the difference between arrival and departure time after ...
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