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The urgent need for traffic calming measures for pedestrians in India

The urgent need for traffic calming measures for pedestrians in India. Åse Svensson PhD Traffic Engineering. Traffic safety is a problem for the society. Each year about 1.3 million people die in road crashes and an additional 20 and 50 million sustain injuries

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The urgent need for traffic calming measures for pedestrians in India

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  1. The urgent need for traffic calming measures for pedestrians in India Åse Svensson PhD Traffic Engineering

  2. Traffic safety is a problem for the society • Each year about 1.3 million people die in road crashes and an additional 20 and 50 million sustain injuries • Today – road crashes is the 5th leading cause of death. By 2020 – 3rd place! • Traffic safety improves in high-income countries while it continuously becomes worse in other parts of the world • (WHO, 2009)

  3. Trends in high income-countries

  4. India

  5. Pedestrians are at stake • 50% of all road traffic fatalities in the world are among vulnerable road users • Higher percentage in low-middle-income countries • While in high income countries car travellers are at stake • Vehicle speed is the key risk factor for injuries among pedestrians and cyclists (WHO, 2009)

  6. The project • Partners: CUTS Centre for Consumer Action, Research & Training (CUTS CART) and Lund University, Transport and Roads, Sweden • Consultant partner: Indian Institute of Technology (IIT) Delhi • Finance: Swedish International Development Cooperation Agency (SIDA) • Studies in the city of Jaipur, India

  7. Aim • Aim of the project – to identify feasible traffic calming measures for pedestrians in Jaipur and to more generally get across an understanding for the urgent need of these in India

  8. Method • Extensive studies in 7 of our studied 24 intersections • Traffic flow measurements • Studies of crossing and interaction behaviour • Conflict studies • Speed measurements

  9. Results – behaviour & intersection design • Unorganized and non-channelized crossing behaviour • Vehicle drivers neglect crossing pedestrians • Intersection area too spacious – • - difficult to get an overview • - pedestrian crossings outside the intersection • - due to poor accessibility pedestrians cross in the middle of the intersection – most conflicts occur here as well • Barriers in form of high medians with bushes – pedestrians have to climb • No waiting areas for bus passengers

  10. Results – speeds for vehicles approaching the intersection

  11. Vehicle speed a key-factor for safety Strong relationship between vehicle speed and safety: 1) relationship between speed and the occurrence of accidents – i.e. higher speed means less time margins to avoid a collision 2) IF there is a collision then there is a relationship between speed, collision speed and injury severity

  12. The power model Example: Reduction of mean speed from 60 km/h (37mph) to 55 km/h (34 mph) i.e. by 8% reduces fatal accidents by 25-35%. Source: Nilsson, 2004

  13. Probability of pedestrian fatality for different age groups at different collision speeds Source: Davis (2001)

  14. Speeds will have to be reduced – but how? • According to traffic safety research humps and raised pedestrian crossings would be feasible and low cost measures to reduce vehicle speeds and thereby reduce pedestrian injury accidents

  15. Proposed Standardised Traffic Calmed intersections • Low costs • Humps entrances • Raised pedestrian crossings at exits • Raised footpaths at corners • Medians (with passage) and pedestrian crossings are moved closer to the intersection

  16. The Watts hump is circular-shaped and reduces speed to appr. 30km/h

  17. Raised pedestrian crossing with similar effect as the hump

  18. Effects on accidents of speed-reducing devices according to meta-analysis by Elvik (2009). • At humps injury accidents are reduced by 41% (-57;-34) • Raised pedestrian crossings vs ordinary pedestrian crossing reduce pedestrian injury accidents by 42% (-70;+11)

  19. Would these measures work in Jaipur? • As decisions regarding implementations were not made in time – expected behaviour had to be estimated by comparing similar types of humps in Jaipur and in Sweden • AND the speed reducing behaviours were very similar • Indications that humps in India preferably could be shorter than in Sweden but the correct height to length relation will of course have to be tested out. • At humps in Jaipur, MC speeds were on average 4 km/h (2,5mph) higher than car speeds. • Speed breakers – “too efficient”

  20. Conclusions • Speed as the key factor for pedestrian safety is universal • The correct measures have to be adapted to the prevailing traffic conditions • The proposed measures slow down traffic both when entering and exiting the intersections • Improve safety and accessibility by locating pedestrian crossings so they become attractive to use for pedestrians • All-in-all – A large scale implementation of the Proposed Standardised Traffic Calmed Intersections has the requirements of improving safety, accessibility and quality of life for all pedestrians

  21. References • Anderson R.W.G., McLean A.J., Farmer M.J.B., Lee B.H., Brooks C.G.; Vehicle travel speeds and incidence of fatal pedestrian crashes. AA&P, Vol 29, No 5, pp 667-674, 1997. • Davis, G. (2001) “Relating severity of pedestrian injury to impact speed in vehicle-pedestrian crashes”, Transportation Research Records: Journal of the Transportation research Board, Volume 1773 / 2001, pp. 108-113 • Elvik, R., Christensen, P., Amundsen, A. (2004) “Speed and road accidents – An evaluation of the Power Model”, TØI report 740/2004, Oslo • Elvik, R., Erke, A., Sørensen and Vaa, T. (2009) “Handbook of Road Safety Measures”, TØI, Oslo • Gudjonsson, H. (2011) Samband mellan skadeutfall hos påkörda oskyddade trafikanter och hastighetsnivå på olycksplatsen. Presentation på Transportforum, Linköping, 2011-01-12. • Hydén, C. (1987). The development of a method for traffic safety evaluation: the Swedish traffic conflict technique, Bulletin 70, Department of Traffic Planning and Engineering, Lund University, Lund • Hydén, C., Svensson, Å. (2009) “Traffic Calming in India – Report on the theory of Traffic Calming and empirical trials in the city of Jaipur”, Bulletin 252, Lund Institute of Technology, Department of Technology and Society, Traffic and Roads, Lund • Nilsson, G. (2004) “Traffic safety dimensions and the Power Model to describe the effect of speed on safety”, Bulletin 221, Lund Institute of Technology, Department of Technology and Society, Traffic Engineering, Lund • WHO (2009) “Global status report on road safety: time for action”. Geneva, World Health Organization, 2009 (www.who.int/violence_injury_prevention/road_safety_status/2009).

  22. Thank you! Åse Svensson Ase.Svensson@tft.lth.se www.tft.lth.se

  23. Effects on accidents of speed-reducing devices according to metaanalysis by Elvik (2009). Source: Elvik et al. (2009)

  24. Effects on accidents of traffic control measures for pedestrians Source: Elvik et al. (2009)

  25. Pedestrian injury in relation to pedestrian age and mean speed at the site Source: Gudjonsson (2011)

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