Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 696
... headway ratio methods , basic method and Molina's method . Assume the saturation flow headway , or the base headway is 1.96 second , and the base delay for a passenger car is 7.44 second / vehicle . 2 3 5 6 7 8 9 10 2.83 261 C 2.83 544 ...
... headway ratio methods , basic method and Molina's method . Assume the saturation flow headway , or the base headway is 1.96 second , and the base delay for a passenger car is 7.44 second / vehicle . 2 3 5 6 7 8 9 10 2.83 261 C 2.83 544 ...
Page 844
... headway ( 12 ) is the maximum of the headway of eqn ( 2 ) and ( 6 ) . We have 1 = max { 1 , , 1 } ( 8 ) 2 Analysis of Train Following Headway Train following headway is influenced by many factors such as locomotive type . traction ...
... headway ( 12 ) is the maximum of the headway of eqn ( 2 ) and ( 6 ) . We have 1 = max { 1 , , 1 } ( 8 ) 2 Analysis of Train Following Headway Train following headway is influenced by many factors such as locomotive type . traction ...
Page 846
... Headway of Arrival ( passing ) -arrival Figure 10. Headway of Arrival - passing In Figure 9 , 1a increases with the increase of L. Because the headway 1a is restricted by 1. In Figure 10 , 1 varies appreciably in hyperbola with the ...
... Headway of Arrival ( passing ) -arrival Figure 10. Headway of Arrival - passing In Figure 9 , 1a increases with the increase of L. Because the headway 1a is restricted by 1. In Figure 10 , 1 varies appreciably in hyperbola with the ...
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