Relation between traffic density and capacity drop at three freeway bottlenecks

By Koohong Chung, Jittichai Rudjanakanoknad, Michael J. Cassidy. 2007

295 citations recorded by the source corpus.

Subfields: Building and Construction, Control and Systems Engineering, Transportation

View Paper: https://www.semanticscholar.org/paper/a8971cf822177918fb3c82d4e61e0f10311cfaec

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Zuduo Zheng
2. Serge P. Hoogendoorn
3. Jorge A. Laval
4. Mohammad Saifuzzaman

In Control and Systems Engineering

1. Zuduo Zheng
2. Soyoung Ahn
3. Jorge A. Laval
4. Danjue Chen
5. Rui Jiang
6. Kai Yuan
7. Serge P. Hoogendoorn
8. Victor L. Knoop

In Transportation

1. Zuduo Zheng
2. Soyoung Ahn
3. Danjue Chen
4. Rui Jiang
5. Kai Yuan
6. Serge P. Hoogendoorn
7. Jorge A. Laval
8. Victor L. Knoop

Citations in the corpus

• A geometric Brownian motion car-following model: towards a better understanding of capacity drop (2018, background): “…of freeway bottlenecks: once congestion occurs, the queue discharge rate is 5–20% lower than the pre-queue capacity (Banks 1991; Hall and Agyemang-Duah 1991; Cassidy and Bertini 1999; Cassidy and Rudjanakanoknad 2005; Chung, Rudjanakanoknad, and Cassidy 2007; Srivastava and Geroliminis 2013).”
• On the periodicity of traffic oscillations and capacity drop : the role of driver characteristics (2014, background): “…discharge rate, to systematic lane changes near an active bottleneck that create “voids” in traffic streams due to bounded accelerations (e.g., Elefteriadou et al., 1995; Cassidy and Rudjanakanoknad, 2005; Laval et al., 2005; Laval and Daganzo, 2006; Chung et al., 2007; Patire and Cassidy, 2011).”