Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
From inside the book
Results 1-3 of 80
Page 219
Delay model ( Performance model ) The total average delay which is the sum of average waiting delay and average service delay was taken as the performance measure in the analysis . Traffic flow theories have used Poisson distribution ...
Delay model ( Performance model ) The total average delay which is the sum of average waiting delay and average service delay was taken as the performance measure in the analysis . Traffic flow theories have used Poisson distribution ...
Page 510
... average German car ' . About 77 % of total trips last less than 24 hours and 56 % of the trips were between 20 to 100 kilometres with average mileage of 4,000 kilometres a year , compared with 8,700 kilometres a year per person . The ...
... average German car ' . About 77 % of total trips last less than 24 hours and 56 % of the trips were between 20 to 100 kilometres with average mileage of 4,000 kilometres a year , compared with 8,700 kilometres a year per person . The ...
Page 801
... Average Early Delay [ min . ] 16.7 -25.38 % Average Late Delayl Imin.l 7.7 -10.57 % 1.88 % 12.79 % 11.74 % 0.51 % Scenarios with Elastic Demand MOES Units Base Case I Staggered Flexible C # 1 S # 1 Fuel C # 2 Car trips Vehicle x ...
... Average Early Delay [ min . ] 16.7 -25.38 % Average Late Delayl Imin.l 7.7 -10.57 % 1.88 % 12.79 % 11.74 % 0.51 % Scenarios with Elastic Demand MOES Units Base Case I Staggered Flexible C # 1 S # 1 Fuel C # 2 Car trips Vehicle x ...
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 | |
81 other sections not shown
Other editions - View all
Common terms and phrases
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