A Microscopic Investigation Into the Capacity Drop: Impacts of Longitudinal Behavior on the Queue Discharge Rate

References

• Banks HJ (1991) The two-capacity phenomenon: Some theoretical issues. Transportation Res. Record 1320:234–241.Google Scholar
• Bertini RL, Leal MT (2005) Empirical study of traffic features at a freeway lane drop. J. Transportation Engrg. 131(6):397–407.Crossref, Google Scholar
• Cassidy MJ, Bertini RL (1999) Some traffic features at freeway bottlenecks. Transportation Res. Part B: Methodological 33(1):25–42.Crossref, Google Scholar
• Cassidy MJ, Rudjanakanoknad J (2005) Increasing the capacity of an isolated merge by metering its on-ramp. Transportation Res. Part B: Methodological 39(10):896–913.Crossref, Google Scholar
• Chen D, Ahn S, Laval J, Zheng Z (2014) On the periodicity of traffic oscillations and capacity drop: The role of driver characteristics. Transportation Res. Part B: Methodological 59:117–136.Crossref, Google Scholar
• Chen D, Laval JA, Ahn S, Zheng Z (2012) Microscopic traffic hysteresis in traffic oscillations: A behavioral perspective. Transportation Res. Part B: Methodological 46(10):1440–1453.Crossref, Google Scholar
• Chung K, Rudjanakanoknad J, Cassidy MJ (2007) Relation between traffic density and capacity drop at three freeway bottlenecks. Transportation Res. Part B: Methodological 41(1):82–95.Crossref, Google Scholar
• Coifman B, Kim S (2011) Extended bottlenecks, the fundamental relationship, and capacity drop on freeways. Procedia—Soc. Behavioral Sci. 17:44–57.Crossref, Google Scholar
• Daganzo CF (2005) A variational formulation of kinematic waves: Basic theory and complex boundary conditions. Transportation Res. Part B: Methodological 39(2):187–196.Crossref, Google Scholar
• Duret A, Bouffier J, Buisson C (2010) Onset of congestion from low-speed merging maneuvers within free-flow traffic stream. Transportation Res. Record: J. Transportation Res. Board 2188:96–107.Crossref, Google Scholar
• Goemans WHH, Daamen JW (2011) Dutch Highway Capacity Manual (“Handboek Capaciteitswaarden Infrastructuur Autosnelwegen (CIA) Volledig Vernieuwd”).Google Scholar
• Hall FL, Agyemang-Duah K (1991) Freeway capacity drop and the definition of capacity. Transportation Res. Record 1320:91–98.Google Scholar
• Kerner BS (1998) Experimental features of self-organization in traffic flow. Phys. Rev. Lett. 81:3797–3800.Crossref, Google Scholar
• Koutsopoulos HN, Farah H (2012) Latent class model for car following behavior. Transportation Res. Part B: Methodological 46(5):563–578.Crossref, Google Scholar
• Laval JA, Daganzo CF (2006) Lane-changing in traffic streams. Transportation Res. Part B: Methodological 40(3):251–264.Crossref, Google Scholar
• Lebacque J (2003) Two-phase bounded-acceleration traffic flow model: Analytical solutions and applications. Transportation Res. Record: J. Transportation Res. Board 1852:220–230.Crossref, Google Scholar
• Leclercq L, Laval JA, Chiabaut N (2011) Capacity drops at merges: An endogenous model. Transportation Res. Part B: Methodological 45(9):1302–1313.Crossref, Google Scholar
• Leclercq L, Knoop VL, Marczak F, Hoogendoorn SP (2016) Capacity drops at merges: New analytical investigations. Transportation Res. Part C: Emerging Tech. 62:171–181.Crossref, Google Scholar
• Lighthill MJ, Whitham GB (1955) On kinematic waves: II. A theory of traffic flow on long crowded roads. Proc. Royal Soc. London A 229(1178):317–345.Crossref, Google Scholar
• Newell GF (2002) A simplified car-following theory: A lower order model. Transportation Res. Part B: Methodological 36(3):195–205.Crossref, Google Scholar
• Nishinari K, Treiber M, Helbing D (2003) Interpreting the wide scattering of synchronized traffic data by time gap statistics. Phys. Rev. E 68(6):067101.Crossref, Google Scholar
• Oh S, Yeo H (2015) Impact of stop-and-go waves and lane changes on discharge rate in recovery flow. Transportation Res. Part B: Methodological 77:88–102.Crossref, Google Scholar
• Papageorgiou M, Papamichail I, Spiliopoulou AD, Lentzakis AF (2008) Real-time merging traffic control with applications to toll plaza and work zone management. Transportation Res. Part C: Emerging Tech. 16(5):535–553.Crossref, Google Scholar
• Reiss R-D (1989) Approximate Distributions of Order Statistics: With Applications to Nonparametric Statistics (Springer-Verlag, New York).Crossref, Google Scholar
• Richards PI (1956) Shock waves on the highway. Oper. Res. 4(1):42–51.Link, Google Scholar
• Srivastava A, Geroliminis N (2013) Empirical observations of capacity drop in freeway merges with ramp control and integration in a first-order model. Transportation Res. Part C: Emerging Tech. 30:161–177.Crossref, Google Scholar
• Tampère C (2004) Human-kinetic multiclass traffic flow theory and modelling with application to advanced driver assistance systems in congestion. Doctoral thesis, Delft University of Technology, Delft, Netherlands.Google Scholar
• Treiber M, Kesting A, Helbing D (2006) Understanding widely scattered traffic flows, the capacity drop, and platoons as effects of variance-driven time gaps. Phys. Rev. E 74(1):016123.Crossref, Google Scholar
• Wong GCK, Wong SC (2002) A multi-class traffic flow model—an extension of LWR model with heterogeneous drivers. Transportation Res. Part A: Policy Practice 36(9):827–841.Crossref, Google Scholar
• Yeo H (2008) Asymmetric microscopic driving behavior theory. Doctoral thesis, University of California Transportation Center, University of California Berkeley.Google Scholar
• Yuan K, Knoop VL, Hoogendoorn SP (2015) Capacity drop: Relation between speed in congestion and the queue discharge rate. Transportation Res. Record: J. Transportation Res. Board 2491:72–80.Crossref, Google Scholar
• Yuan K, Knoop VL, Leclercq L, Hoogendoorn SP (2016) Capacity drop: A comparison between stop-and-go wave and standing queue at lane-drop bottleneck. Transportmetrica B: Transport Dynam. 5(2):149–162.Crossref, Google Scholar
• Zhang HM, Kim T (2005) A car-following theory for multiphase vehicular traffic flow. Transportation Res. Part B: Methodological 39(5):385–399.Crossref, Google Scholar