Skip to main content
Log in

Maximizing Network Throughput under Stochastic User Equilibrium with Elastic Demand

  • Published:
Networks and Spatial Economics Aims and scope Submit manuscript

Abstract

Most of the existing studies adopt the fixed-demand equilibrium formulation to model drivers’ route choice when studying network throughput maximization problem. Travelers’ reactions to the increased origin-destination (O-D) travel cost and network congestion level are less considered in the problem. Note that travelers can cancel the trip or use other modes to travel if the road network is congested. This study aims to address this gap by analyzing the maximum network throughput problem using the formulation of Logit-based SUE with elastic demand (SUEED). The Logit-based SUEED problem not only models the drivers’ route choice according to the SUE principle, but also estimates the equilibrium O-D demand by factoring the effect of expected perceived O-D travel time on O-D demand. A bi-level programming problem is proposed to characterize the maximum network throughput based on the Logit-based SUEED problem. The sensitivity analysis for the Logit-based SUEED problem is presented and incorporated into the solution algorithm for the proposed problem. A numerical example demonstrates the effectiveness of the proposed sensitivity-based solution algorithm. This study finds that under the SUEED condition, the maximum network throughput decreases monotonically when travelers’ knowledge level of traffic conditions increases (less travel time perception error). It implies that promoting advanced traveler information system ATIS may not serve to foster more number of trips by travelers and make more use of physical network capacity.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9

Similar content being viewed by others

References

  • Ahuja RK, Magnanti TL, Orlin JB (1993) Network flows: theory, algorithms, and applications. Prentice Hall, New Jersey

  • Akamatsu T, Wada K (2017) Tradable network permits: A new scheme for the most efficient use of network capacity. Transp Res C 79:178–195

    Article  Google Scholar 

  • Bekhor S, Toledo T, Prashker JN (2009) Effects of choice set size and route choice models on path-based traffic assignment. Transportmetrica 4(2):117–133

    Article  Google Scholar 

  • Ben-Akiva M, Bergman MJ, Daly AJ, Ramaswamy R (1984) Modelling inter urban route choice behaviour. In: Proceedings of the 9th International Symposium on Transportation and Traffic Theory, Utrecht, Netherlands, July 11–13, pp 299–330

  • Ceylan H, Bell MGH (2004) Reserve capacity for a road network under optimized fixed time traffic signal control. J Intell Transp Syst Tech Plann Oper 8(2):87–99

    Article  Google Scholar 

  • Chen A, Kasikitwiwat P (2011) Modeling capacity flexibility of transportation networks. Transp Res A 45(2):105–117

    Google Scholar 

  • Chen A, Yang H, Lo HK, Tang WH (1999) A capacity related reliability for transportation networks. J Adv Transp 33(2):183–200

    Article  Google Scholar 

  • Chen A, Yang H, Lo HK, Tang WH (2002) Capacity reliability of a road network: an assessment methodology and numerical results. Transp Res B 36(3):225–252

    Article  Google Scholar 

  • Chen A, Piya C, Wong SC (2006) New reserve capacity model of signal-controlled road network. Transp Res Rec 1964:35–41

    Article  Google Scholar 

  • Chin AT (1990) Influences on commuter trip departure time decisions in Singapore. Transp Res A 24(5):321–333

    Article  Google Scholar 

  • Chiou SW (2008) A hybrid approach for optimal design of signalized road network. Appl Math Model 32(2):195–207

    Article  Google Scholar 

  • Chootinan P, Wong SC, Chen A (1999) A reliability-based network design problem. J Adv Transp 39(3):247–270

    Article  Google Scholar 

  • Chung JH, Hwang KY, Bae YK (2012) The loss of road capacity and self-compliance: Lessons from the Cheonggyecheon stream restoration. Transp Policy 21:165–178

    Article  Google Scholar 

  • Clark SD, Watling DP (2001) Probit-based sensitivity analysis for general traffic networks. Transp Res Rec 1733:88–95

    Article  Google Scholar 

  • Clark SD, Watling DP (2002) Sensitivity analysis of the Probit-based stochastic user equilibrium assignment model. Transp Res B 36(7):617–635

    Article  Google Scholar 

  • Damberg O, Lundgren JT, Patriksson M (1996) An algorithm for the stochastic user equilibrium problem. Transp Res B 30:115–131

    Article  Google Scholar 

  • De La Barra T, Perez B, Anez J (1993) Multidimensional path search and assignment. In: Proceedings of the 21st PTRC Summer Annual Meeting, Manchester, England, September 13–17, p 307–319

  • Du M, Jiang X, Cheng L, Zheng C (2017) Robust evaluation for transportation network capacity under demand uncertainty. J Adv Transp. https://doi.org/10.1155/2017/9814909

  • Edmonds J, Karp RM (1972) Theoretical improvements in algorithmic efficiency for network flow problems. J Ass Comput Mach 19(2):248–264

    Article  Google Scholar 

  • Fiacco AV (1983) Introduction to sensitivity and stability analysis in nonlinear programming. Academic Press, London

    Google Scholar 

  • Fisk C (1980) Some developments in equilibrium traffic assignment. Transp Res B 14(3):243–255

    Article  Google Scholar 

  • Ford LR, Fulkerson DR (1962) Flows in networks. Princeton University Press, New Jersey

    Google Scholar 

  • Friesz TL, Tobin RL, Cho HJ, Mehta NJ (1990) Sensitivity analysis based heuristic algorithms for mathematical programs with variational inequality constraints. Math Program 48(1–3):265–284

    Article  Google Scholar 

  • Gao ZY, Song YF (2002) A reserve capacity model of optimal signal control with user-equilibrium route choice. Transp Res B 36(4):313–323

    Article  Google Scholar 

  • Ge YE, Zhang HM, Lam WH (2003) Network reserve capacity under influence of traveler information. J Transp Eng 129(3):262–270

    Article  Google Scholar 

  • Goldberg AV, Tarjan RE (1988) A new approach to the maximum flow problem. J Ass Comput Mach 35(4):921–940

    Article  Google Scholar 

  • Haas I, Bekhor S (2017) An alternative approach for solving the environmentally-oriented discrete network design problem. Netw Spat Econ 17(3):963–988

  • Huang HJ, Liu TL, Guo X, Yang H (2011) Inefficiency of logit-based stochastic user equilibrium in a traffic network under ATIS. Netw Spat Econ 11(2):255–269

    Article  Google Scholar 

  • Ji X, Ban XJ, Li M, Zhang J, Ran B (2017) Non-expected route choice model under risk on stochastic traffic networks. Netw Spat Econ. https://doi.org/10.1007/s11067-017-9344-3

  • Kasikitwiwat P, Chen A (2005) Analysis of transportation network capacityrelated to different system capacityconcepts. J East Asia Soc Transp Stud 6:1439–1454

    Google Scholar 

  • Leblanc LJ (1973) Mathematical programming algorithms for large-scale network equilibrium and network design problems. Unpublished PhD dissertation, Northwestern University, Evanston

  • LeBlanc LJ, Farhangian K (1981) Efficient algorithms for solving elastic demand traffic assignment problems and mode split-assignment problems. Transp Sci 15(4):306–317

    Article  Google Scholar 

  • Li T, Wu J, Sun H, Gao Z (2016) Integrated co-evolution model of land use and traffic network design. Netw Spat Econ 16(2):579–603

    Article  Google Scholar 

  • Liu HX, He X, He B (2009) Method of successive weighted averages and self-regulated averaging schemes for solvingstochastic user equilibrium problem. Netw Spat Econ 9(4):485–503

    Article  Google Scholar 

  • Lo HK, Tung YK (2003) Network with degradable links: capacity analysis and design. Transp Res B 37(4):345–363

    Article  Google Scholar 

  • Lu L, Wang J, Zheng P, Wang W (2017) Network capacity with probit-based stochastic user equilibrium problem. PLoS One 12(2):e0171158

    Article  Google Scholar 

  • Luo ZQ, Pang JS, Ralph D (1996) Mathematical programs with equilibrium constraints. Cambridge University Press, Cambridge

    Book  Google Scholar 

  • Maher M (1998) Algorithms for logit-based stochastic user equilibrium Assignment. Transp Res B 32(8):539–549

    Article  Google Scholar 

  • Maher M (2002) Stochastic user equilibrium assignment with elastic demand. Traffic Engineering and Control 42(5):163–167

    Google Scholar 

  • Maher MJ, Zhang X (2000) Formulation and algorithms for the problem of stochastic user equilibrium assignment with elastic demand. 8th EURO Working Group meeting on Transportation, Rome

    Google Scholar 

  • Maher MJ, Hughes PC, Kim KS (1999) New algorithms for the solution of the stochastic user equilibrium assignment problem with elastic demand. In: Proceedings of the 14th International Symposium on Transportation and Traffic Theory, Jerusalem, Israel, July 20–23, pp 265–286

  • Martí R, Moreno-Vega JM, Duarte A (2010) Advanced multi-start methods. In: Gendreau M, Potvin JY (eds) Handbook of Metaheuristics, 2nd edition. Springer, Boston, USA, pp 265–281

  • Martí R, Resende MG, Ribeiro CC (2013) Multi-start methods for combinatorial optimization. Eur J Oper Res 226(1):1–8

    Article  Google Scholar 

  • Miandoabchi E, Farahani RZ (2011) Optimizing reserve capacity of urban road networks in a discrete network design problem. Adv Eng Softw 42(12):1041–1050

    Article  Google Scholar 

  • Miyagi T, Suzuki T (1995) A Ramsey price equilibrium model for urban transit systems: a bilevel programming approach with transportation network equilibrium constraints. In: Proceedings of the 7th World Conference on Transport Research, Sydney, Australia, July 16–21, pp 65–78

  • Morlok EK, Chang DJ (2004) Measuring capacity flexibility of a transportation system. Transp Res A 38(6):405–420

  • Prato CG (2009) Route choice modeling: past, present and future research directions. J Choice Model 2(1):65–100

    Article  Google Scholar 

  • Prato CG, Bekhor S (2007) Modeling route choice behavior: how relevant is the choice set composition? Transp Res Rec 2003:64–73

    Article  Google Scholar 

  • Puller SL, Greenin LA (1999) Household adjustment to gasoline price change: an analysis using using 9 years of US survey data. Energy Econ 21(1):37–52

    Article  Google Scholar 

  • Shao H, Lam WH, Tam ML (2006) A reliability-based stochastic traffic assignment model for network with multiple user classes under uncertainty in demand. Netw Spat Econ 6(3):173–204

    Article  Google Scholar 

  • Sheffi Y (1985) Urban transportation networks: equilibrium analysis with mathematical programming methods. Prentice-Hall, INC., Englewood Cliffs

    Google Scholar 

  • Sheffi Y, Powell WB (1982) An algorithm for the equilibrium assignment problem with random link times. Networks 12(2):191–207

    Article  Google Scholar 

  • Sun C, Cheng L, Zhu S, Chu Z (2015) Multiclass Stochastic User Equilibrium Model with Elastic Demand: Considering Systematic and Accidental Delays. Transp Res Rec 2497:1–11

    Article  Google Scholar 

  • Szeto WY, Lo HK (2006) Transportation network improvement and tolling strategies: the issue of intergeneration equity. Transp Res A 40(3):227–243

    Google Scholar 

  • Szeto WY, Jiang Y, Wang DZ, Sumalee A (2015) A sustainable road network design problem with land use transportation interaction over time. Netw Spat Econ 15(3):791–822

    Article  Google Scholar 

  • Tennøy A (2010) Why we fail to reduce urban road traffic volumes: Does it matter how planners frame the problem? Transp Policy 17(4):216–223

    Article  Google Scholar 

  • Tobin RL, Friesz TL (1988) Sensitivity analysis for equilibrium network flow. Transp Sci 22(4):242–250

    Article  Google Scholar 

  • Wang J, Deng W (2015) Optimizing capacity of signalized road network with reversible lanes. Transport. https://doi.org/10.3846/16484142.2014.994227

  • Wang J, Deng W, Zhao J (2015) Road network reserve capacity with stochastic user equilibrium. Transport 30(1):103–116

    Article  Google Scholar 

  • Wang J, He X, Peeta S (2016) Sensitivity analysis based approximation models for day-to-day link flow evolution process. Transp Res B 92:35–53

    Article  Google Scholar 

  • Williams HC (1977) On the formulation of travel demand models and economic evaluation measures of user benefit. Environ Plann A 9(3):285–344

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Xiao H, Gao J, Zou Z (2017) Reserve capacity model based on variable demand for land-use development control. Transport Plan Techn 40(2):199–212

    Article  Google Scholar 

  • Yang H (1997) Sensitivity Analysis for the elastic-demand network equilibrium problem with applications. Transp Res B 31(1):55–70

    Article  Google Scholar 

  • Yang H, Bell MGH (1997) Traffic restraint, road pricing and network equilibrium. Transp Res B 31(4):303–314

    Article  Google Scholar 

  • Yang H, Bell MGH (1998) Models and algorithms for road network design: a review and some new developments. Transp Rev 18(3):257–278

    Article  Google Scholar 

  • Yang H, Yagar S (1994) Traffic assignment and traffic control in general freeway-arterial corridor systems. Transp Res B 28(6):463–486

    Article  Google Scholar 

  • Yang H, Bell MGH, Meng Q (2000) Modeling the capacity and level of service of urbantransportation networks. Transp Res B 34(4):255–275

    Article  Google Scholar 

  • Zheng H, He X, Li Y, Peeta S (2017) Traffic equilibrium and charging facility locations for electric vehicles. Netw Spat Econ 17(2):435–457

    Article  Google Scholar 

Download references

Acknowledgements

This research is supported by the Natural Science Foundation of Zhejiang province (No.LQ17E080007), Natural Science Foundation of Jiangsu province (No.BK20150817), and National Natural Science Foundation of China (No.71501009). The authors are very grateful to the anonymous reviewers for their valuable suggestions and comments.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Lili Lu.

Appendix 1: Proof of Lemma 1

Appendix 1: Proof of Lemma 1

Recall \( {S}_{rs}=E\left[\underset{k\in {R}_{rs}}{\min \left\{{C}_k^{rs}\right\}}|{\mathbf{c}}^{rs}\right] \), then to prove Lemma 1 is equivalent to prove

$$ \sum \limits_{k\in {R}_{rs}}{P}_k^{rs}{c}_k^{rs}\ge E\left[\underset{k\in {R}_{rs}}{\min \left\{{C}_k^{rs}\right\}}|{\mathbf{c}}^{rs}\left(\mathbf{v}\right)\right] $$
(37)

The following two steps will be used to show inequality (37).

Step 1:

$$ E\left[\underset{k\in {R}_{rs}}{\min \left\{{C}_k^{rs}\right\}}|{\mathbf{c}}^{rs}\right]\le \underset{k\in {R}_{rs}}{\min}\left\{{c}_k^{rs}\right\} $$
(38)

Proof: If there is only one route between O-D pair r-s. Let l denote this route, i.e., R rs  = {l}. Then we have

$$ E\left[\underset{k\in {R}_{rs}}{\min \left\{{C}_k^{rs}\right\}}|{\mathbf{c}}^{rs}\right]=E\left[{C}_l^{rs}|{c}_l^{rs}\right]={c}_l^{rs} $$
(39)

Hence, \( E\left[\underset{k\in {R}_{rs}}{\min \left\{{C}_k^{rs}\right\}}|{\mathbf{c}}^{rs}\right]=\underset{k\in {R}_{rs}}{\min}\left\{{c}_k^{rs}\right\} \) and the inequality (38) holds.

Recall \( E\left[\underset{k\in {R}_{rs}}{\min \left\{{C}_k^{rs}\right\}}|{\mathbf{c}}^{rs}\left(\mathbf{v}\right)\right] \) monotonically decreases (or at least non-increase) with respect to the number of alternative routes (page 279, Sheffi 1985). Then if a new route (for example route m) is added between the O-D pair r-s, we have

$$ E\left[\min \left\{{C}_m^{rs},{C}_l^{rs}\right\}\right]\le E\left[{C}_l^{rs}\right]={c}_l^{rs} $$
(40)

Similarly,

$$ E\left[\min \left\{{C}_m^{rs},{C}_l^{rs}\right\}\right]\le E\left[{C}_m^{rs}\right]={c}_m^{rs} $$
(41)

Thus the inequality (38) also holds under the two route cases. Through repeatedly applying the inequality (40) and (41), it can show that the inequality (38) also holds for an arbitrary number of routes between O-D pair r-s.

Step 2:

$$ \sum \limits_{k\in {R}_{rs}}{P}_k^{rs}{c}_k^{rs}\ge \underset{k}{\min}\left\{{c}_k^{rs}\right\} $$
(42)

Proof: If there is only one route between O-D pair r-s, then \( \sum \limits_{k\in {R}_{rs}}{P}_k^{rs}{c}_k^{rs}=\underset{k}{\min}\left\{{c}_k^{rs}\right\} \). The inequality (42) holds obviously. Suppose the number of routes in set R rs is larger than 1. Without loss of generality, let m 1 Denote the route with minimum travel cost, i.e., \( \underset{k\in {R}_{rs}}{\min}\left\{{c}_k^{rs}\right\}={c}_{m_1}^{rs} \). Note

$$ \sum \limits_{k\in {R}_{rs}}{P}_k^{rs}=1 $$
(43)

Then

$$ \sum \limits_{k\in {R}_{rs}}{P}_k^{rs}{c}_k^{rs}\ge \sum \limits_{k\in {R}_{rs}}{P}_k^{rs}{c}_{m_1}^{rs}={c}_{m_1}^{rs}=\underset{k\in {R}_{rs}}{\min}\left\{{c}_k^{rs}\right\} $$
(44)

Thereby, the inequality (42) also holds for an arbitrary number of routes between OD pair r-s.

Combine conclusions in step 1 and step 2, we have

$$ E\left[\underset{k\in {R}_{rs}}{\min \left\{{C}_k^{rs}\right\}}|{\mathbf{c}}^{rs}\right]\le \underset{k\in {R}_{rs}}{\min}\left\{{c}_k^{rs}\right\}\le \sum \limits_{k\in {R}_{rs}}{P}_k^{rs}{c}_k^{rs} $$

This completes the proof of Lemma 1.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Wang, J., Du, M., Lu, L. et al. Maximizing Network Throughput under Stochastic User Equilibrium with Elastic Demand. Netw Spat Econ 18, 115–143 (2018). https://doi.org/10.1007/s11067-017-9372-z

Download citation

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11067-017-9372-z

Keywords

Navigation