Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 346
... Table 2 records user's travel time passing through every link and Table 3 records user's total travel time passing through every route . Traffic Conditions of Link Table 1 Length Current Capacit Link ( m ) Flow y ( veh / At ) ( veh / At ) ...
... Table 2 records user's travel time passing through every link and Table 3 records user's total travel time passing through every route . Traffic Conditions of Link Table 1 Length Current Capacit Link ( m ) Flow y ( veh / At ) ( veh / At ) ...
Page 576
... table : Reaction time = d , + [ ( speed of impeding vehicle + 16km / h ) × 2 × 1000/3600 ] . The estimated reaction time is presented in the last column in table 2. Most of the reaction times are between 1.4 and 1.6 seconds . In this ...
... table : Reaction time = d , + [ ( speed of impeding vehicle + 16km / h ) × 2 × 1000/3600 ] . The estimated reaction time is presented in the last column in table 2. Most of the reaction times are between 1.4 and 1.6 seconds . In this ...
Page 578
... Table 7 shows the results of the revised model . Comparing the results in Table 7 and those in Table 6 , all the passing sight distances obtained by the revised model are much greater than those obtained by Glennon model . As the design ...
... Table 7 shows the results of the revised model . Comparing the results in Table 7 and those in Table 6 , all the passing sight distances obtained by the revised model are much greater than those obtained by Glennon model . As the design ...
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