1998
DOI: 10.1061/(asce)0733-947x(1998)124:3(213)
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Speed-Flow Modeling of Arterial Roads in Singapore

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Cited by 44 publications
(28 citation statements)
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“…Figure 2 shows the traffic flow Q as a function of traffic demand D. The capacity of the road (including all signalized intersections) can be defined as the limit value of Q for high D. It can be seen that, for most part, capacity depends on the green split, and that installing the green wave slightly increases the road capacity, by about 6 %. This is somewhat lower than what is found empirically (e.g., Lum et al (1998) found an increase of about 8.4 %), which is probably due to the simple layout and limited size of the simulated network. Because of the small influence of the cycle time, the results shown in Figure 2 are averaged over the different cycle times for the purpose of clarity.…”
Section: Road Capacity and Travel Timescontrasting
confidence: 73%
“…Figure 2 shows the traffic flow Q as a function of traffic demand D. The capacity of the road (including all signalized intersections) can be defined as the limit value of Q for high D. It can be seen that, for most part, capacity depends on the green split, and that installing the green wave slightly increases the road capacity, by about 6 %. This is somewhat lower than what is found empirically (e.g., Lum et al (1998) found an increase of about 8.4 %), which is probably due to the simple layout and limited size of the simulated network. Because of the small influence of the cycle time, the results shown in Figure 2 are averaged over the different cycle times for the purpose of clarity.…”
Section: Road Capacity and Travel Timescontrasting
confidence: 73%
“…[29] showed that the average speed depends on the road's geometry, on the trac ow characteristics and on the trac signal coordination. A new travel time-density model was formulated by incorporating the minimum-delay per intersection and the frequency of intersections as parameters.…”
Section: Factors That Inuence the Estimation Of The Travel Timementioning
confidence: 99%
“…The traveling time and the trac volume are two main eld items that have to be considered for the speed-ow study along arterial roads. The traveling time can be observed in two ways [29]:…”
Section: Factors That Inuence the Estimation Of The Travel Timementioning
confidence: 99%
“…When it comes to the factors affecting travel time, literature review identifies free flow travel speed, occurrence of incident situations, holidays or other uncommon events, congestion level and weather conditions [17,18].…”
Section: Introductionmentioning
confidence: 99%