Research on the Operation of Roundabouts Based on the Sustainable Development Principles

Authors

  • Henrikas Sivilevičius Dept of Transport Technological Equipment, Vilnius Gediminas Technical University, Plytinės g. 27, 10105 Vilnius, Lithuania
  • Gražvydas Paliulis Dept of Urban Engineering, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania
  • Antanas Klibavičius Dept of Urban Engineering, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania
  • Vytautas Palevičius Dept of Urban Engineering, Vilnius Gediminas Technical University, Saulėtekio al. 11, 10223 Vilnius, Lithuania

DOI:

https://doi.org/10.3846/bjrbe.2015.21

Keywords:

territorial planning, roundabouts, ecological, traffic safety, recreational indicators, monetization of indicators

Abstract

The main elements of urban transport infrastructure include: the street network with intersections, bridges, viaducts, flyovers, vehicular traffic tunnels. Unsignalized four-leg intersections and roundabouts is the largest “saturated transport flow” of the street network. Roundabouts which were designed as far back as 1970–1980 were wellfunctioning when the car ownership level was 180–200 veh/1000 inhabitants. Currently, when the level of car ownership comes to 520–560 veh/1000 inhabitants, unsignalized roundabouts operate in the “oversaturated flows” regime. The research results of the Vilnius Gediminas Technical University and other universities showed that when designing new or reconstructing existing intersections the indicators of territorial planning, transport planning, environmental protection, traffic safety should be considered. As a common indicator for assessing all other indicators a monetization (estimation in monetary terms) should be used. When preparing projects for intersection reconstruction it is recommended to apply a new method of intersection analysis and evaluation based on the principles of sustainable develop- ment of urban transport infrastructure.

References

Abukauskas, N; Sivilevičius, H.; Puodžiukas, V.; Lingytė, I. 2013. Road Safety Improvement on at-Grade Intersections, The Baltic Journal of Road and Bridge Engineering 8(3): 212–219. http://dx.doi.org/10.3846/bjrbe.2013.27

Astarita, V.; Guido, G. 2014. Analysis of Non-Conventional Roundabouts Performances through Microscopic Traffic Simulation, Applied Mechanics and Materials 505–506: 481–488. http://dx.doi.org/10.4028/www.scientific.net/AMM.505-506.481

Bugg, Z.; Rouphail, N. M.; Schroeder, B. 2013. Lane Choice Model for Signalized Intersections with an Auxiliary through Lane, Journal of Transportation Engineering 139(4): 371–378. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000513

Caliendo, C.; Guida, M. 2012. Microsimulation Approach for Predicting Crashes at Unsignalized Using Traffic Conflicts, Journal of Transportation Engineering 138(12): 1453–1467. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000473

Chen, X.; Qi, Y.; Liu, G. 2013. Empirical Study of Gap-Acceptance Behavior of Right-Turn-on-Red Drivers on Dual Right-Turn Lanes, Journal of Transportation Engineering 139(2): 173–180. http://dx.doi.org/10.1061/(ASCE) TE.1943-5436.0000489

Dixit, V. V. 2012. Modeling Origin-Destination Effects on Roundabout Operations and Infloixi Control, Journal of Transportation Engineering 138(8): 1016–1022. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000394

Empfehlungen für Wirtschaftlichkeitsuntersuchungen an Straßen. (Aktuelle Redaktion). 2011, 55S.

FGSV. 2001. Handbuch für die Bemessung von Straβenverkehrsanlagen (HBS, 2001 Germany Highway Capacity Manuel). Forschungsgesellschaft für Straβen-and Verkehrswesen (Hrsg.), No 299, FGSV Verlag GmbH, Köln.

Highway Capacity Manual (HCM) 2010. Transportation Research Board. Washington DC. 2010. 1024 p.

Kopczyński, A.; Ptak, M.; Harnatkiewicz, P. 2012. The Influence of Frontal Protection System Design on Pedestrian Passive Safety, Archives of Civil and Mechanical Engineering 11(2): 345–364.

Klibavičius, A.; Paliulis, G. M. 2012. Increasing the Capacity of Intersections by Short Traffic Lanes, Transport 27(1): 67–72. http://dx.doi.org/10.3846/16484142.2012.666764

Klibavičius, А. 2007. Issledovanie propusknoy sposobnosti kol’tsevykh perekrestkov. Social and Economic Problems of Town Transport Systems and Areas of Their Influence Development. Proceeding Materials. Ekaterinburg, p. 130–136.

Lee, J.; Park, B. B. 2012. Determining Lane Use Distribution Using Basic Freeway Segment Density Measures, Journal of Transportation Engineering 138(2): 210–217. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000313

Li, Z.; Elefteriadou, L. 2013. Minimizing the Traffic Throughput of Turn Bays at a Signalized Intersection Approach, Journal of Transportation Engineering 139(5): 425–432. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000514

Loscorn, J.; Mills, A. F.; Brady, J. F.; Duthic, J. C.; Machemehl, R. B. 2013. Effects of Bicycle Boxes on Bicyclist and Motorist Behavior at Intersections in Austin, Texas, Journal of Transportation Engineering 139(10): 1039–1046. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000584

McGee, H.; Mariarty, K.; Gates, T. J. 2012. Guidelines for Timing Yellow and Red Intervals at Signalized Intersections, Transportation Research Record 2298: 1–8. http://dx.doi.org/10.3141/2298-01

Md Diah, J.; Abdul Rahman, M. Y.; Adnan, M. A.; Hooi Ling, K. 2011. Modelling the Relationship Between Geometric Design and Weaving Section Flow Process of Conventional Roundabouts, Journal of Transportation Engineering 137(12): 980–986. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000290

Mishra, S.; Khasnabis, S. 2012. Optimization Model for Allocating Resources for Highway Safety Improvement at Urban Intersections, Journal of Transportation Engineering 138(5): 535–547. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000364

Obsu, L. L.; Goatin, P.; Kassa, S. M. 2014. Gradient-Base Instantaneous Traffic Flow Optimization on a Roundabout, HAL Archives-Outverters: 1–12. Available from Internet: https:// hal.inria.fr./hal-00935351

Podvezko, V.; Sivilevičius, H. 2013. The Use of AHP and Rank Correlation Methods for Determining the Significance of the Interaction between the Elements of a Transport System Having a Strong Influence on Traffic Safety, Transport 28(4): 389–403. http://dx.doi.org/10.3846/16484142.2013.866980

Ptak, M.; Rusinski, E.; Kazlinski, J.; Dragan, S. 2012. Evaluation of Kinematics of SUV to Pedestrian Impact-Lower Leg Impactor and Dummy Approach, Archives of Civil and Mechanical Engineering 12(1): 68–73. http://dx.doi.org/10.1016/j.acme.2012.03.016

Qu, X.; Ren, L.; Wang, S.; Oh, E. 2014. Estimation of Entry Capacity for Single-Lane Modern Roundabouts: Case Study in Queensland, Australia, Journal of Transportation Engineering 140(7): CID: 05014002. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000675

Road Investment Manual. 2006. Road and Transport Research Institute, Kaunas, 2006, 88 p.

Rogers, M. 2009. Highway Engineering. 2nd edition. Dublin: Blackwel Publishing. 336 p.

Sarker, B. R.; Baylot, E. A.; Green, J. G.; Biswas, P. 2012. Convoy Movement: Consideration of Burning Geometrics for Selected Vehicle Shapes, Journal of Transportation Engineering 138(5): 502–511. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000359

Schnabel, W.; Lohse, D. 2011. Grundlagen der Straßenverkehrstechnik und der Verkehrsplanung. Band 1. Verlag fuer Bauwesen. Berlin. 624 p.

Scott, A. C.; Swenson, L. J.; Bentzen, B. L.; Barlow, J. M. 2013. Countdown-only Pedestrian Change Interval Displays. Effect on Signal Recognition by Pedestrians with Reduced Visual Acuity, Transportation Research Record 2384: 10–17. http://dx.doi.org/10.3141/2384-02

Sokolovskij, E.; Prentkovskis, O. 2013. Investigating Traffic Accidents: the Interaction Between a Motor Vehicle and Pedestrian, Transport 28(3): 302–312. http://dx.doi.org/10.3846/16484142.2013.831771

Song, G.; Yu, L.; Tu, Z. 2012. Distribution Characteristics of Vehicle-Specific Power on Urban Restricted-Access Roadways, Journal of Transportation Engineering 138(2): 202–209. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000318

STR 2.06.01:1999. Miestų, miestelių ir kaimų susisiekimo sistemos [Communication System for Cities, Towns and Villages]. Vilnius, 2012. 48 p.

Tollazzi, T.; Renčelj, M. 2014. Comparative Analyse of the Two New Alternative Types of Roundabouts-Turbo and Flower Roundabout, The Baltic Journal of Road and Bridge Engineering 9(3): 164–170. http://dx.doi.org/10.3846/bjrbe.2014.21

Vaiana, R.; Galleli, V.; Iuele, T. 2013. Sensitivity Analysis Traffic Microscopic Simulation Model for Roundabouts, The Baltic Journal of Road and Bridge Engineering 8(3): 174–183. http://dx.doi.org/10.3846/bjrbe.2013.22

Vasconcelos, L.; Silva, A. B.; Seco, A.; Silva, J. 2012. Estimating the Parameters of Cowan’ M3 Headway Distribution for Roundabout Capacity Analyses, The Baltic Journal of Road and Bridge Engineering 7(4): 261–268. http://dx.doi.org/10.3846/bjrbe.2012.35

Watts, M. V.; Zech, W. C.; Turochy, R. E.; Holman, D. B.; LaMondia, J. J. 2012. Effects of Vehicle Volume and Lane Closure Length on Construction Road User Costs in Rural Areas, Transportation Research Record 2268: 3–11. http://dx.doi.org/10.3141/2268-01

Wong, S. C.; Sze, N. N.; Loo, B. P. Y.; Chow, A. S. Y.; Lo, H. K.; Hung, W. T. 2012. Performance Evaluations of the Spiral-Marking Roundabouts in Hong Kong, Journal of Transportation Engineering 138(11): 1377–1387. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000433

Wu, N. 2006. Capacity Enhancement and Limitation at Roundabouts with Double-Lane or Flared Entries, in Proc. of the 5th International Symposium on Highway Capacity and Quality of Service: vol 2. 25–29 July, 2006, Yokohama, Japan: 459–468.

Yao, R. 2013. Sensitivity Analysis of Optimization Models for Two Adjacent Intersections with Correlated Short Left-Turn Lanes, Transport 28(3): 256–269. http://dx.doi.org/10.3846/16484142.2013.829781

Yao, R.; Zhang, M. 2013. Optimal Allocation of Lane Space and Green Splits of Isolated Signalized Intersections with Short Left-Turn Lanes, Journal of Transportation Engineering 139(7): 667–677. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000551

Zhou, S.; Sun, J.; An, X.; Li, K. 2011. The Development of a Conflict Hazardous Assessment Model for Evaluating Urban Intersection Safety, Transport 26(2): 216–223. http://dx.doi.org/10.3846/16484142.589494

Zirkel, B.; Park, S; McFadden, J.; Angelastro, M.; McCarthy, L. 2013. Analysis of Sight Distance, Crash Rate, and Operating Speed Relationships for Low-Volume Single-Lane Roundabouts in the United States, Journal of Transportation Engineering 139(6): 565–573. http://dx.doi.org/10.1061/(ASCE)TE.1943-5436.0000532

Downloads

Published

27.06.2015

How to Cite

Sivilevičius, H., Paliulis, G., Klibavičius, A., & Palevičius, V. (2015). Research on the Operation of Roundabouts Based on the Sustainable Development Principles. The Baltic Journal of Road and Bridge Engineering, 10(2), 166-173. https://doi.org/10.3846/bjrbe.2015.21