Traffic and Transportation StudiesAmerican Society of Civil Engineers, 1998 - Communication and traffic |
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Page 573
d ; = distance between the passing vehicle at the end of its maneuver and the opposing vehicle . d = distance traversed by an opposing vehicle for two - thirds of time the passing vehicle occupies the left lane , or 2/3 of d2 above ...
d ; = distance between the passing vehicle at the end of its maneuver and the opposing vehicle . d = distance traversed by an opposing vehicle for two - thirds of time the passing vehicle occupies the left lane , or 2/3 of d2 above ...
Page 640
... vehicle ( regarding to lead gap , the present vehicle is the follower ; regarding to lag gap , the present vehicle is the leader ) , A , is the length of the present vehicle . It can be seen in Eq . ( 5 ) that CG1 is calculated ...
... vehicle ( regarding to lead gap , the present vehicle is the follower ; regarding to lag gap , the present vehicle is the leader ) , A , is the length of the present vehicle . It can be seen in Eq . ( 5 ) that CG1 is calculated ...
Page 904
... vehicles into three types , while MOBILE incorporates eight vehicle types and EMFAC uses 13 vehicle types . Therefore , there should be a way in converting all the emission factors for various vehicle types into a commonly defined vehicle ...
... vehicles into three types , while MOBILE incorporates eight vehicle types and EMFAC uses 13 vehicle types . Therefore , there should be a way in converting all the emission factors for various vehicle types into a commonly defined vehicle ...
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