Traffic Signal Timing Optimization for Heterogeneous Traffic Conditions Using Modified Webster’s Delay Model

Arasan TV, Jagadish K (1995) Effect of heterogeneity of traffic on delay at signalized intersections. J Transp Eng ASCE 121(5):397–404

Cheng D (2003) “Modification of webster’s minimum delay cycle length equation based on HCM 2000”, Transportation Research Board-2003, Annual Meeting, National Research Council, Washington, DC

Fujii H, Uchida H, Yoshimura S (2017) Agent-based simulation framework for mixed traffic of cars, pedestrians and trams. Transp Res Part C: Emerg Technol 85:234–248

Gade D (2012) Traffic signal optimization considering stochastic variability of Indian mixed traffic conditions. M.Tech thesis, IISc, Bangalore, India

Heidemann D (1997) Queueing at unsignalized intersections. Transp Res B 31:239–263

Highway Capacity Manual (2000) TRB, National Research Council, Washington, D.C., 1999

Justo CEG, Tuladhar SBS (1984) Passenger car unit values for urban roads. Transportation B 28B:377–389

Lee TC, Wong KI (2016) An agent-based model for queue formation of powered two-wheelers in heterogeneous traffic. Physica A 461:199–216

LINGO 14.0 (2014) Users’ Manual. LINDO systems Inc., Illinois

Mallikarjuna C, Rao R (2009) Developing and validating a simulation model for heterogeneous traffic. Transportation Research Board-2009, Annual Meeting, National Research Council, Washington, DC

Mathew TV, Radhakrishnan P (2010) Calibration of microsimulation models for non lane-based heterogeneous traffic at signalized intersections. J Urban Plan Dev ASCE 136(1):59–66

May D (1990) Traffic flow fundamentals. Prentice Hall, Upper Saddle River

Metkari M, Budhkar A, Maurya A (2013) Development of Simulation Model for Heterogeneous Traffic with No Lane Discipline. 2nd Conference of Transportation Research Group of India, Elsevier, Procedia—Social and Behavioural Sciences 104(2013) 360–369

Medhi J (2002) Stochastic models in queueing theory. Academic Press

Minh C (2009) The delay estimation under heterogeneous traffic conditions, J Eastern Asia Soc Transp Stud, 7

Raval NG, Gundaliya PJ (2012) Modification of Webster’s delay formula using modified saturation flow model for non-lane-based heterogeneous traffic, Highway Research Journal

Rosca M, Rusca A, A (2012) Methods for green times allocation in undersaturated signalized intersection, UPB Sci Bull, Series D 74(4)

Siddharth SMP, Ramadurai G (2013) Calibration of VISSIM for Indian Heterogeneous Traffic Conditions, 2nd Conference of Transportation Research Group of India, Elsevier, Procedia—Social and Behavioural Sciences 104 (2013) 380–389

Sloboban G, Gordana S, Bratislav L (2008) Optimal traffic control; Urban intersections. CRC Press, Boca Raton

Tamtam A (2009) Multichannel queuing problem approach. Thesis D, FEEC, Brno University of Technology, Antonínská 548/1, 601 90 Brno, Czech Republic

VISSIM5.20 (2009) User Manual. PTV, Germany

Webster FV (1958) Traffic signal settings. Road Research Laboratory; Technical Paper No. 39. HMSO, London

Webster FV, Cobe BM (1966) Traffic signals. Road Research Laboratory (U.K.), Road Research Technical Paper No. 56. HMSO, London

Wong SC, Yang. H (1997) Reserve capacity of a signal-controlled road network. Transp Res Part B 31(5):397–402

Yang H, Bell MGH, Meng Q (2000) Modeling the capacity and level of service of urban transportation Networks. Transp Res Part B 34(4):255–275