Skip to main content
Log in

Signal design for an isolated intersection during congestion

  • Theoretical Paper
  • Published:
Journal of the Operational Research Society

Abstract

This paper presents an algorithm for the signal design of an isolated intersection that will be able to alleviate long queues during severe congestion conditions, which cause both lengthy delays and harsh environmental damage. During such periods, the total effective green light is a scarce resource; its best allocation is crucial for the smooth operation of the intersection and sometimes even for a large network. The aim of the procedure presented here is to maximize the average throughput of the intersection. By achieving this goal, the number of vehicles in the queue is reduced at the fastest possible rate, and the period of congestion is shortened. The maximum throughput is achieved when the marginal flow in each phase is equal to the average throughput. The algorithm developed takes into account the decreasing flow rates of existing queues during long periods of green.

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

Access this article

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

Instant access to the full article PDF.

Figure 1
Figure 2
Figure 3
Figure 4
Figure 5

Similar content being viewed by others

References

  • Allsop RE (1971). Delay minimizing settings for fixed time traffic signals at a single road intersection. J Inst Math Appl 8: 164–185.

    Article  Google Scholar 

  • Ceder A and Reshetnik I (2001). An algorithm to minimize queues at signalized intersections. J Opl Res Soc 52: 615–622.

    Article  Google Scholar 

  • Chang TH and Lin JT (2000). Optimal signal timing for an oversaturated intersection. J of Trans Res 34B: 471–491.

    Article  Google Scholar 

  • El-Reedy I and Ashworth R (1978). Platoon dispersion along a major road in Sheffield. TEC 19: 186–189.

    Google Scholar 

  • Gazis DC and Potts RB (1963). The oversaturated intersection. In: Proceedings of the Second International Symposium of Theory of Traffic Flow. Organization for Economic Cooperation and Development, Paris, pp 221–237.

    Google Scholar 

  • Gill PE et al (1981). Practical Optimization. Academic Press: New York.

    Google Scholar 

  • HCM (1994). Highway Capacity Manual Special Report 209, third edn. Transportation Research Board: Washington, DC.

  • Honglong L and Prevedouros PD (2002). Detailed observations of saturation headways and start-up lost times. Trans Res Record 1802: 44–53.

    Article  Google Scholar 

  • Japs B (1999). The MOVA system of traffic control and signaled junctions—experience in Edinburgh. TEC 40: 314–316.

    Google Scholar 

  • Kell JH and Fullerton IJ (1991). Manual of Traffic Signal Design, second edn. Prentice Hall: Englewood Cliffs.

    Google Scholar 

  • Lin LT et al (1993). A platoon dispersion concept for critical block length for coordinated traffic signal design. In: Compendium of Technical Papers. Institute of Transportation Engineers, pp 478–482.

    Google Scholar 

  • Mahalel D, Gur Y and Shiftan Y (1991). Manual versus automatic operation of traffic signals. Trans Res 25A: 121–127.

    Article  Google Scholar 

  • May AD and Montgomery FO (1986). Avoiding the need for manual intervention in signal control: a case study in Bangkok. In: Proceedings of the Second Internal Conference on Road Traffic Control. Institution of Electrical Engineers, pp 85–90.

    Google Scholar 

  • Michalopoulos PG and Stephanopoulos G (1978). Optimal control of oversaturated intersections: theoretical and practical considerations. Traffic Engineering and Control 19: 216–222.

    Google Scholar 

  • Michalopoulos PG, Stephanopoulos G and Stephanopoulos G (1981). An application of shock wave theory to traffic signal control. Trans Res 15B: 35–51.

    Article  Google Scholar 

  • Miller AJ (1963). Settings for fixed-cycle traffic signals. Opl Res Quarterly 14: 373–386.

    Article  Google Scholar 

  • MOVA (1988). Traffic Responsive, Self-optimizing Signal Control for Isolated Intersections. TRRL Research Report 170: Crowthorne.

  • Ortega JM (1987). Matrix Theory. Plenum Press: New York.

    Book  Google Scholar 

  • Pignataro LJ et al (1978). Traffic Control in Oversaturated Street Networks. NCHRPR 194. TRB: Washington, DC.

    Google Scholar 

  • Pline JL (ed) (1999). Traffic Engineering Handbook. Institute of Transportation Engineers: Washington, DC.

    Google Scholar 

  • Smith MJ (1988). Optimum network control using traffic signals. In: Proceedings of the Colloquium on UK Developments in Road Traffic Signaling. Institution of Electrical Engineers: London, pp 8/1–8/3.

    Google Scholar 

  • TRANSYT-7F (1987). User's Manual, Release 5.0. Federal Highway Administration: Washington, DC.

  • Webster FV (1958). Traffic Signals Settings. Road Research Technical Paper No. 39, HMSO, London.

Download references

Acknowledgements

The paper was written while D Mahalel was an Honorary Visiting Academic at Middlesex University, London. We thank Professor CC Wright for his valuable discussions on this study.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to I Talmor.

Appendix: Validation of the basic algorithm

Appendix: Validation of the basic algorithm

Definitions:

γ m (t), m=1, … M are continuous positive functions.

Ψ(•) is the same function as defined in Equation (2) above, namely: when 0=(g1, g2, …, g M )T is a vector all whose components are positive; and for each of them, the function γ m (t) is non-increasing for tg m .

For convenience, denote

Thus

Proposition 1

  • Let γ m (t) be non-increasing in the interval [a, a+b]; then the following inequalities hold:

Proof

  • Trivial.

Proposition 2

  • Let γ m (t) be non-increasing in the interval [a, a+b]; then the following inequalities hold:

Proof

  • Perform some algebraic manipulations to obtain:

    This inequality is correct because, according to proposition 1, the following inequalities hold:

    and

    The quotient of these two expressions gives Equation 12 above.

Proposition 3

  • Let γ1(t) and γ2(t) be two continuous positive non-increasing functions, and let ḡ0=(g1, g2, …, g M )T be a vector for which γ1(g1)>γ1(g2)>Ψ(0). Then, for any ɛ>0, a 0<δɛ exists that satisfies the inequalities Ψ(1)>Ψ(2)>Ψ(0), where ḡ1=(g1+δ, g2, …, g M )T and ḡ2=(g1, g2+δ, …, g M )T.

Proof

  • The continuation of functions γ1(t), γ2(t), and Ψ(•) leads to the following results:

    1. a)

      For γ1(g1)>γ2(g2), there is a δ1ɛ that satisfies γ1(g1+δ1)>γ2(g2).

    2. b)

      For γ2(g2)>Ψ(0), there is a δ2ɛ that satisfies γ2(g2+δ2)>Ψ(0).

    Define δ=Min(δ1, δ2).

    Following Equation (9), we obtain the following:

    and

    After some algebraic manipulations, this obtains

    According to inequality (10) and result (a) above, the following inequalities hold:

    And according to proposition 1 and result (b) above, the following inequality holds:

    Completing the required proof. □

Proposition 4

  • Let ḡ0 and ḡ1 be two vectors: 0= (g1, g2, …, g M )T and ḡ1=(g1, Δt, g2, …, g M )Tt>0).

    If Ψ(0)⩾Ψ(1) is true, then Ψ(0)⩾Ψ(2) is also true for any ḡ2=(g1, Δt+ɛ, g2, …, g M )T, where ɛ>0.

Proof

  • Assign the value of Ψ(0) to obtain

    After algebraic manipulations, we obtain

    The denominator is positive, thus the numerator is non-negative. Furthermore, according to proposition 1

    If we now check the inequality that has to be proved:

    This expression is non-negative because the denominator is positive; the first addends in the numerator are non-negative as shown above.

Proposition 5

  • Let ḡ0 and ḡ1 be two vectors: 0= (g1, g2, …, g M )T and ḡ1=(g1t, g2, …, g M )Tt>0).

    If Ψ(0)⩽Ψ(1)⩽γ1(g1t) is true, then Ψ(2)⩽Ψ(1) is also true for any ḡ2=(g1+αΔt, g2, …, g M )T, where 0<α<1.

Proof

  • The expressions for Ψ(1) and Ψ(2) can be written as follows:

    ‘A’ can be isolated in Equation 24 and assigned in Equation 25 to yield

    From inequality (10) and the given condition, the following is obtained: and γ1(g1t)⩾Ψ(1), respectively.

    These inequalities are assigned in Equation (26) to produce

    After algebraic manipulation, the required result is proved:

Proposition 6

  • Let ḡ0=(g1, g2, …, g M )T be the best point that can be reached when using the Greedy search algorithm. Let ḡ1=(g1+ν1, g2, …, g M )T and ḡ2=(g1, g2ν2, …, g M )T (ν i <g i , i=1, 2).

    Then:

    1. a)

      Ψ(0)>Ψ(1);

    2. b)

      Ψ(0)>Ψ(2);

    3. c)

      Ψ(0)>Ψ(4), where 4=(g1+ν1, g2ν2, …, g M )T.

Proof

  • Results (a) and (b) are direct conclusions from proposition 3 and from propositions 4 and 5, respectively.

    As for result (c), the following should be proved:

    Obviously, the denominator is positive. The numerator is non-negative, since it can be shown from results (a) and (b) that:

Rights and permissions

Reprints and permissions

About this article

Cite this article

Talmor, I., Mahalel, D. Signal design for an isolated intersection during congestion. J Oper Res Soc 58, 454–466 (2007). https://doi.org/10.1057/palgrave.jors.2602146

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1057/palgrave.jors.2602146

Keywords

Navigation