Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 597
... traffic planning , because the demanded flow rate is not recognized as such and is confused with the observable real flow rate . It may even happen that the capacity of a link is between the demanded and the observable real flow rate ...
... traffic planning , because the demanded flow rate is not recognized as such and is confused with the observable real flow rate . It may even happen that the capacity of a link is between the demanded and the observable real flow rate ...
Page 699
... traffic flow wave theory , it is easy to get the speed of car stop wave : W stop Q k , - k J ( 5 ) Where wstop is the speed of car stop wave ; Q is the volume of traffic flow from upriver intersection ; k is the density of traffic flow ...
... traffic flow wave theory , it is easy to get the speed of car stop wave : W stop Q k , - k J ( 5 ) Where wstop is the speed of car stop wave ; Q is the volume of traffic flow from upriver intersection ; k is the density of traffic flow ...
Page 769
... traffic flow perspective , CTH control is potentially worse under select conditions than no ACC at all . VTH is a promising alternative of CTH as it is not detrimental to traffic flow when high demand is present . References : Van Arem ...
... traffic flow perspective , CTH control is potentially worse under select conditions than no ACC at all . VTH is a promising alternative of CTH as it is not detrimental to traffic flow when high demand is present . References : Van Arem ...
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