2006
DOI: 10.1287/trsc.1050.0146
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Bounds and Approximations for the Fixed-Cycle Traffic-Light Queue

Abstract: This paper deals with the fixed-cycle traffic-light (FCTL) queue, where vehicles arrive at an intersection controlled by a traffic light and form a queue. The traffic light alternates between green and red periods, and delayed vehicles are assumed to depart during the green period at equal time intervals. The key performance characteristic in the FCTL queue is the so-called mean overflow, defined as the mean queue length at the end of a green period. An exact solution for the mean overflow is available, but i… Show more

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Cited by 30 publications
(21 citation statements)
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“…Suppose that D(z) = z g − A(z) (16) and the functions A(z), B(z) are pgfs. Consider the following assumption.…”
Section: Methods Application In Queueing Theorymentioning
confidence: 99%
See 1 more Smart Citation
“…Suppose that D(z) = z g − A(z) (16) and the functions A(z), B(z) are pgfs. Consider the following assumption.…”
Section: Methods Application In Queueing Theorymentioning
confidence: 99%
“…Moreover, the precision of the found zeros also influences the result. To avoid these problems, some authors suggest approximations of the queue length; see, for example, [11,16,20]. Another approach is to use the matrix-analytic method; see [13].…”
Section: Introductionmentioning
confidence: 99%
“…The bulk-service queue serves as a popular approximation of the FCTL queue [16]. In fact, for Bernoulli arrivals with per time slot one or no arrival (which is case (i) in the proofs of Lemmas 3 and 4), this approximation becomes exact.…”
Section: Remarkmentioning
confidence: 99%
“…In our setup the green cycle is of duration g = 1 slot and the red cycle is of duraton r = τ − 1 slots. The characteristics of a FCTL have been much studied, see for example the overview in [3], with estimates of the average queue length given in [14] and [15].…”
Section: On-off Traffic Shaping Policymentioning
confidence: 99%
“…where c = g/t > p. Proof: When c > 2p (so E(q x ) = 0), the second derivatives of w with respect to p and c are (14) impose the requirement that flow delay deadlines are met, while (15) ensures that the flow rates (including both information and dummy transmissions) can be scheduled by the network.…”
Section: B Convexity Of Traffic Shaping Delaymentioning
confidence: 99%