Abstract
In chapter “Maximization of Network Throughput Ensuring Free Flow Conditions in Network”, we have considered the application of the BM principle called the network throughput maximization approach. This approach allows us to prevent traffic breakdown in the whole network while keeping condition that the probability of traffic breakdown in the network remains to be equal to zero. The objective of this chapter is to study the case of larger values of the total network inflow rate related to rush hours in urban networks at which under application of the BM principle the probability that traffic breakdown occurs in the network becomes larger than zero.
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Notes
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It should be noted that in some networks the on-ramp inflow rate q on (k) can be equal to the inflow rate for another network link; in this case, q sum (k) depends on the inflow rates for two different network links.
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In [17] it has been found that the closer the feedback detector location to the effective location of the bottleneck, the more efficient is ANCONA application. However, in any case the feedback detector location in ANCONA must be upstream of the effective bottleneck location. For simplicity, we study here only a case [14, 15] in which a feedback detector location in ANCONA is upstream of the bottleneck as shown in Fig. 12.17.
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In simulations presented in Fig. 12.18, the location of detectors for feedback control is upstream of the effective bottleneck location (Fig. 12.17). On-ramp inflow bottleneck control starts only after traffic breakdown (F → S transition) is registered by the detectors for feedback control installed on the main road 100 m upstream of bottleneck location x on = 15 km. Additionally to the detectors for feedback control installed on the main road, there is a detector in the on-ramp lane. Due to the detector in the on-ramp lane, the queue length of vehicles at traffic signals in the on-ramp lane is measured.
References
B. Chen, W. Tong, W. Zhang, X. Sun, B. Wang, EPL 97, 14001 (2012)
B. Chen, W. Tong, W. Zhang, X. Sun, B. Wang, Comput. Phys. Comm. 183, 2081–2088 (2012)
R. Claes, T. Holvoet, and D. Weyns, IEEE Trans. ITS 12, 364–373 (2011)
L.C. Davis, Physica A 388, 4459 (2009)
L.C. Davis, Physica A 389, 3588 (2010)
C. Dong, X. Ma, B. Wang, Phys. Lett. A 374, 1326–1331 (2010)
C. Dong, X. Ma, B. Wang, Sci. China-Infor. Sci. 53, 2265–2271 (2010)
C. Dong, X. Ma, G. Wang, B. Wang, X. Sun, Physica A 389, 3274–3281 (2010)
Ch.M. Grinstead, J.L. Snell Introduction to Probability, 2nd edn. (American Mathematical Society, Rhode Island, 1997)
H. Guo, Z. Cao, J. Zhang, D. Niyato, U. Fastenrath, in 17th Inter. IEEE Conference on ITS (ITSC), (China, Qingdao, 2014), pp. 2180–2187
H. Guo, Z. Cao, J. Zhang, D. Niyato, M. Seshadri, U. Fastenrath, IEEE Trans. Emerg. Top. Comp. Intell. (2017). doi:10.1109/TETCI.2017.2665592
P. Hemmerle, M. Koller, H. Rehborn, B.S. Kerner, M. Schreckenberg, IET Intell. Transp. Syst. 10, 122–129 (2016)
G. Hermanns, P. Hemmerle, H. Rehborn, M. Koller, B.S. Kerner, M. Schreckenberg, Transp. Res. Rec. 2490, 47–55 (2015)
B.S. Kerner, The Physics of Traffic (Springer, Berlin, New York, 2004)
B.S. Kerner, Physica A 355, 565–601 (2005)
B.S. Kerner, in Traffic and Transportation Theory, ed. by H.S. Mahmassani (Elsevier Science, Amsterdam, 2005), pp. 181–203
B.S. Kerner, IEEE Trans. ITS 8, 308–320 (2007)
B.S. Kerner, Transp. Res. Rec. 1999, 30–39 (2007)
B.S. Kerner, J. Phys. A Math. Theor. 41, 215101 (2008)
B.S. Kerner, Introduction to Modern Traffic Flow Theory and Control (Springer, Heidelberg, Dordrecht, London, New York, 2009)
B.S. Kerner, J. Phys. A Math. Theor. 44, 092001 (2011)
B.S. Kerner, Phys. Rev. E 84, 045102(R) (2011)
B.S. Kerner, Traffic Eng. Contr. 52, 379–386 (2011)
B.S. Kerner, in Proc. of 2011 IEEE Forum on Integrated and Sustainable Transp. Systems (Austria, Vienna, 2011), pp. 196–201
B.S. Kerner, in Proc. of the 19th ITS World Congress (Austria, Vienna, 2012), Paper No. EU-00190
B.S. Kerner, Phys. Rev. E 85, 036110 (2012)
B.S. Kerner, Physica A 397, 76–110 (2014)
B.S. Kerner, Phys. Rev. E 92, 062827 (2015)
B.S. Kerner, Elektrotechnik Informationstechnik 132, 417–433 (2015)
B.S. Kerner, Physica A 450, 700–747 (2016)
B.S. Kerner, Eur. Phys. J. B 89, 199 (2016)
B.S. Kerner, Physica A 466, 626–662 (2017)
B.S. Kerner, S.L. Klenov, J. Phys. A Math. Gen. 35, L31–L43 (2002)
B.S. Kerner, S.L. Klenov, Phys. Rev. E 80, 056101 (2009)
B.S. Kerner, S.L. Klenov, D.E. Wolf, J. Phys. A Math. Gen. 35, 9971–10013 (2002)
B.S. Kerner, M. Koller, S.L. Klenov, H. Rehborn, M. Leibel, Physica A 438, 365–397 (2015)
B.S. Kerner, H. Rehborn, R.-P. Schäfer, S.L. Klenov, J. Palmer, S. Lorkowski, N. Witte, Physica A 392, 221–251 (2013)
K. Lee, P. Hui, B. Wang, N. Johnson, J. Phys. Soc. Jpn. 70, 3507–3510 (2001)
K. Tobita, T. Nagatani, Physica A 391, 6137–6145 (2012)
J. Wahle, A.L.C. Bazzan, F. Klugl, M. Schreckenberg, Physica A 287, 669 (2000)
J. Wahle, A. Bazzan, F. Klugl, M. Schreckenberg, Transp. Res. C 10, 399–417 (2002)
W. Wang, B. Wang, W. Zheng, C. Yin, T. Zhou, Phys. Rev. E 72, 066702 (2005)
X.-m. Zhao, D.-f. Xie, Q. Li, Comput. Phys. Comm. 187, 106–114 (2015)
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Kerner, B.S. (2017). Minimization of Traffic Congestion in Networks. In: Breakdown in Traffic Networks. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-54473-0_12
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