Traffic and Transportation Studies, Volumes 1-2American Society of Civil Engineers, 2002 - Communication and traffic |
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Page 937
... passenger traveling time cost of the bus ( Yuan / s ) La passenger average riding distance ( m ) 4.Loss time ( C4 ) of passenger getting on or off : C1 = Σ λ , · ( — ) · Z , · pî · P. 5.Time ( Cs ) of the passenger leaving bus station ...
... passenger traveling time cost of the bus ( Yuan / s ) La passenger average riding distance ( m ) 4.Loss time ( C4 ) of passenger getting on or off : C1 = Σ λ , · ( — ) · Z , · pî · P. 5.Time ( Cs ) of the passenger leaving bus station ...
Page 1331
... passenger trains , the traveling time in the restricted section , and the quantity of the tracks at stations . It is generally said that the parallel train diagram can provide the largest carrying capacity . However , passenger and ...
... passenger trains , the traveling time in the restricted section , and the quantity of the tracks at stations . It is generally said that the parallel train diagram can provide the largest carrying capacity . However , passenger and ...
Page 1332
... Passenger Trains On single - track lines , running speed - up trains will increase the speed difference between speed - up trains and common passenger trains as well as speed - up trains and goods trains . This will affect the quantity ...
... Passenger Trains On single - track lines , running speed - up trains will increase the speed difference between speed - up trains and common passenger trains as well as speed - up trains and goods trains . This will affect the quantity ...
Contents
Probabilistic Description of Traffic Breakdown 801 | 801 |
Physics of Nucleation on Roads | 809 |
Understanding of Pavement Profiling and Validation of an Implementation | 817 |
Copyright | |
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algorithm analysis application ARCHISIM average Bashamichi behavior Beijing bicycles bus stop car-following characteristics China cities components congestion cordon cost crashes curve DCOM demand distance distribution drivers dynamic effect Engineering equation estimated evaluation factors freeway function fuzzy fuzzy logic Gaza Strip genetic algorithm headway highway Hong Kong implementation incident increase infrastructure input INRETS intersection KCRC Korea lane change measures method microsimulation mode neural network node Northern Jiaotong University operation optimization Palestinian territories paper parameters passenger planning Poisson regression problem public transport railway real-time road network route choice RTUT shows signal Simputer simulation model speed statistics strategy survey Table toll traffic accidents traffic condition traffic control traffic flow traffic safety traffic simulation trains transit Transportation Research travel behavior travel time reliability urban users variables vehicle VISSIM