Dynamics of Vehicle Discharge at Signalized Intersections with Nonlane-based Mixed Traffic Operations

[1]  Huynh Duc Nguyen,et al.  Saturation Flow Rate Analysis at Signalized Intersections for Mixed Traffic Conditions in Motorcycle Dependent Cities , 2016 .

[2]  R Akcelik,et al.  QUEUE DISCHARGE FLOW AND SPEED MODELS FOR SIGNALISED INTERSECTIONS , 2002 .

[3]  Shriniwas S Arkatkar,et al.  Microsimulation Study of Effect of Volume and Road Width on PCU of Vehicles under Heterogeneous Traffic , 2010 .

[4]  Wen-Long Jin,et al.  A modified Cell Transmission Model with realistic queue discharge features at signalized intersections , 2015 .

[5]  Massoum Moussavi,et al.  Variability of departure headways at signalized intersections , 1990 .

[6]  Bester Cj,et al.  Saturation flow rates. , 2007 .

[7]  Chang-qiao Shao,et al.  Estimation of Saturation Flow Rates at Signalized Intersections , 2012 .

[8]  Jian John Lu,et al.  THE DIFFERENCES OF DRIVING BEHAVIOR AMONG DIFFERENT DRIVER AGE GROUPS AT SIGNALIZED INTERSECTIONS , 2000 .

[9]  James A Bonneson MODELING QUEUED DRIVER BEHAVIOR AT SIGNALIZED JUNCTIONS , 1992 .

[10]  Lelitha Vanajakshi,et al.  Impact of Signal Timing Information on Safety and Efficiency of Signalized Intersections , 2012 .

[11]  Satish Chandra,et al.  Three methods of PCU estimation at unsignalized intersections , 2018 .

[12]  Kuncheria P. Isaac,et al.  Dynamic PCU Values at Signalised Intersections in India for Mixed Traffic , 2015 .

[13]  W. T. Hung,et al.  Neural network modeling of vehicle discharge headway at signalized intersection: model descriptions and results , 2002 .

[14]  B. Greenshields,et al.  TRAFFIC PERFORMANCE AT URBAN STREET INTERSECTIONS , 1949 .

[15]  Satish Chandra,et al.  EFFECT OF LANE WIDTH ON CAPACITY UNDER MIXED TRAFFIC CONDITIONS IN INDIA , 2003 .

[16]  K. Wong,et al.  Traffic Characteristics of Mixed Traffic Flows in Urban Arterials , 2016 .

[17]  Honglong Li,et al.  Detailed Observations of Saturation Headways and Start-Up Lost Times , 2002 .

[18]  Feng-Bor Lin,et al.  Headway Compression During Queue Discharge at Signalized Intersections , 2005 .

[19]  Gitakrishnan Ramadurai,et al.  Discharge Headway Model for Heterogeneous Traffic Conditions , 2015 .

[20]  Y-J Lu STUDY OF LEFT-TURN MANEUVER TIME FOR SIGNALIZED INTERSECTIONS , 1984 .

[21]  Prakash Ranjitkar,et al.  Traffic Signal Design with an Increasing Queue Discharge Rate , 2015 .

[22]  James A. Bonneson Lane Volume and Saturation Flow Rate for Multilane Intersection Approach , 1998 .

[23]  William R. McShane,et al.  A review of pedestrian safety models for urban areas in Low and Middle Income Countries , 2016 .

[24]  Pan Liu,et al.  Effects of behavioral characteristics of taxi drivers on safety and capacity of signalized intersections , 2014 .

[25]  Douglas C. Montgomery,et al.  Applied Statistics and Probability for Engineers, Third edition , 1994 .

[26]  Michael P Dixon,et al.  Characteristics of High-Resolution Queue Discharge and the Effect on Signal Timing , 2008 .

[27]  R L Carstens SOME TRAFFIC PARAMETERS AT SIGNALIZED INTERSECTIONS , 1971 .

[28]  Partha Pratim Dey,et al.  Queue discharge characteristics at signalised intersections under mixed traffic conditions , 2013 .

[29]  Prakash Ranjitkar,et al.  Delay Estimation at Signalized Intersections with Variable Queue Discharge Rate , 2013 .