Investigating Acceptable Level of Travel Demand Before Capacity Enhancement for Signalized Urban Road Networks
Öz
Increasing travel demand in urban areas triggers
traffic congestion and increases delay in road networks. In this context, local
authorities that are responsible for traffic operations seek to strike a
balance between traffic volume and capacity to reduce total travel time on road
networks. Since intersections are the most critical components of road networks
in terms of safety and operational issues, adjusting intersection signal
timings becomes an effective method for authorities. When this tool remains
incapable of overcoming traffic congestions, authorities take expensive
measures such as increasing link capacities, lane additions or applying
grade-separated junctions. However, it may be more useful to handle road
networks as a whole by investigating the effects of optimizing signal timings
of all intersections in the network. Therefore, it would be useful to
investigate the right time for physical improvements on the road network to
avoid premature investments considering limited resources of local authorities.
In this study, effects of increasing travel demand on Total Travel Cost (TTC)
is investigated by developing a bi-level programming model, called TRAvel COst
Minimizer (TRACOM), in which the upper level minimizes the TTC subject to the
stochastic user equilibrium link flows determined at the lower level. The
TRACOM is applied to Allsop and Charlesworths’ network for different
origin-destination demand matrix multipliers. Results revealed that TTC values
showed an approximate linear increase while the travel demand is increased up
to 16%. After this value, TTC showed a sudden spike although the travel demand
was linearly increased that means optimizing signal timings must be supported
by applying psychical improvements.
Anahtar Kelimeler
Kaynakça
- [1] Webster F. V., Traffic signal settings. Road Research Technical Paper, 39. HMSO, London, 1958.
- [2] Allsop, R. E., Delay-minimizing settings for fixed-time traffic signals at a single road junction. Journal of the Institute of Mathematics and its Applications, 8, 164–185, 1971.
- [3] Allsop, R. E., Estimating the traffic capacity of a signalized road junction. Transportation Research, 6, 245–255, 1972.
- [4] Wong, S. C., Derivatives of performance index for the traffic model from TRANSYT. Transportation Research Part B, 29, 303–327, 1995.
- [5] Heydecker, B. G., A decomposed approach for signal optimisation in road networks. Transportation Research Part B, 30, 2, 99–114, 1996.
- [6] Wong, S. C., Group-based optimisation of signal timings using the TRANSYT traffic model. Transportation Research Part B, 30, 217–244, 1996.
- [7] Wong, S. C., Group-based optimisation of signal timings using parallel computing. Transportation Research Part C, 5, 123–139, 1997.
- [8] Wong, S. C., Wong, W. T., Leung, C. M., and Tong, C. O., Group-based optimization of a time-dependent TRANSYT traffic model for area traffic control. Transportation Research Part B, 36, 4, 291–312, 2002.
Ayrıntılar
Birincil Dil
İngilizce
Konular
İnşaat Mühendisliği
Bölüm
Araştırma Makalesi
Yazarlar
Özgür Başkan
0000-0001-5016-8328
Türkiye
Hüseyin Ceylan
*
0000-0002-8840-4936
Türkiye
Cenk Ozan
0000-0003-0690-6033
Türkiye
Yayımlanma Tarihi
1 Mart 2020
Gönderilme Tarihi
26 Eylül 2018
Kabul Tarihi
18 Mart 2019
Yayımlandığı Sayı
Yıl 2020 Cilt: 31 Sayı: 2
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