CHARACTERISATION AND MODELLING OF PEDESTRIAN FLOWS IN HOSPITAL AND ACADEMIC ENVIRONMENTS
DOI:
https://doi.org/10.11113/jt.v78.7997Keywords:
Pedestrian characteristics, flow, density, walking speed, group size, male, femaleAbstract
This paper examined pedestrian characteristics in two urban facilities namely a teaching hospital and a university campus. The aim was to determine if pedestrian flow features in these facilities differed from those in downtown areas. The objectives were to measure pedestrian flow rates and model their walking behaviour. Eleven sites located within these facilities were selected for study. The results indicated that the male walked faster than the female in the university campus while the female was faster in the hospital environment. Also the university campus saw more groups of pedestrians in the traffic mix than was the case in the hospital environment where 93% of the pedestrians were in single files. The male walked faster than the female by 7% in the university environment while the female were faster by 4% in the hospital environment. The modelling effort showed that the free walking speed in the university environment was 68.052 m/min with a critical density of 3.15 ped/m2. That of the hospital environment was 75.099 m/min and a critical density of 4.36 ped/m2. Since the speed-density relationships for the two facilities revealed a highly randomized plot, the data was fit to the normal distribution and pdf and cdf were used to assess the quality of the flow. For the university environment the results showed that 15% of the combined pedestrians walked below 56.88 m/min while 50% of the pedestrians walked below 66.67m/min and 85% walked below 72.50 m/min. Similarly, the results of the hospital environment showed that 15th percentile of the combined pedestrians walked below 69.75 m/min. The median speed of pedestrians was 72.50 m/min while 85% of the pedestrians walked below 75.25 m/min. In both cases, the 15 percentile speeds were 14% and 18.5% less than the median speeds in both facilities respectively. Thus flow breakdowns are unexpected in the two facilities.Â
References
Older, S. J. 1968. The Speed, Density And Flow Of Pedestrians On Footway In Shopping Streets. Traffic Engineering and Control. 10(4): 160-163.
Fruin, J.J. 1971. Designing for Pedestrians: A Level of Service Concept. Highway Research Record. Number 355: 1-15.
Chandra, S. and Bhatti, A.K. 2013. Speed Distribution Curves for Pedestrians during Walking and Crossing. Procedia - Social and Behavioral Sciences. 104: 660 – 667.
Papadimitriou, E. 2012. Theory and Models of Pedestrian Crossing Behaviour along Urban Trips. Transportation Research Part F. 15: 75-94.
Lee Jodie, Y.S and Lam William, H.K. 2008. Simulating Pedestrian Movements at Signalized Crosswalks in Hong Kong. Transportation Research Part A. 42: 1314–1325.
Alhajyaseen, W.K.M. and Nakamura, H. 2010. Quality of Pedestrian Flow and Crosswalk Width at Signalized Intersections. IATSS Research. 34: 35-41.
Yea, J., Chen, X. and Jian, N. 2012. Impact Analysis of Human Factors on Pedestrian Trafï¬c Characteristics. Fire Safety Journal. 52: 46-54.
Hongfei, J., Lili, Y., and Ming, T. 2009. Pedestrian Flow Characteristics Analysis and Model Parameter Calibration in Comprehensive Transport Terminal. Journal of Transportation Systems Eng & IT. 9(5): 117-123.
Guo, H., Wanga, W., Guo, W., Jianga, X., and Bubb, H. 2012. Reliability Analysis of Pedestrian Safety Crossing in Urban Trafï¬c Environment. Safety Science. 50: 968-973.
Asano, M., Iryo, T., and Kuwahara, M. 2010. Microscopic Pedestrian Simulation Model Combined with a Tactical Model for Route Choice Behaviour. Transportation Research Part C. 18: 842-855.
Guo, R., Huang, H. and Wong, S.C. 2012. Collection, Spillback, and Dissipation in Pedestrian Evacuation: A Network-Based Method. Transportation Research Part B. 45: 490-506.
Griffiths, J. D., Hunt, J.G. and Marlow, M. 1984. Delays at Pedestrian Crossings: Site Observation and the Interpretation of Data. Traffic Engineering and Control. 25: 365-371.
Tanaboriboon, Y., Hwa, S.S. and Chor, C.H. 1986. Pedestrian Characteristics Study in Singapore. Journal of Transportation Engineering (ASCE). 112(3): 229-235.
Polus, A., Schofer, J.L. and Ushpiz, A. 1983. Pedestrian Flow and level of Service. Journal of Transportation Engineering, Proceedings, ASCE. 109: 46-57.
Tanaboriboon, Y. and Guyano, J. 1991. Analysis of Pedestrian Movement in Bangkok. Transportation Research Record, Number 1372.
Bowman, B.L. and Vecellio, R.L. 1994. Pedestrian Walking Speeds and Conflicts at Urban Median Locations. Transportation Research Record, Journal of Transportation Research Board No. 1438: 67-73.
Coffin, A. and Morrall, J. 1995. Walking Speeds of Elderly Pedestrians at Crosswalks. Transportation Research Record No. 1487, TRB, National Research Council, Washington DC. 63-67.
Knoblauch, R.L., Putrucha, M.T. and Nitzburg, M. 1995. Field Studies of Pedestrian Walking Speed and Start-up time. Transportation Research Record No. 1538, TRB, National Research Council, Washington DC. 27-38.22
Tarawneh, S.M. 2001. Evaluation of Pedestrian Speed in Jordan with Investigation of some Contributing Factors. Journal of Safety Research. 32: 229-236.
Carey, N. 2005. Establishing Pedestrian Walking Speeds. Project Report, Portland State University, ITE Student Chapter.
Gitelman, V., Batasha, D., Carmel, R., Hendel, L. and Pesahov, F. 2012. Characterization of Pedestrian Accidents and an Examination of Infrastructure measures to improve Pedestrian Safety in Israel. Accident Analysis and Preventions. 64: 63-73.
Alhassan, H.M. 2013. Reliability of Single Lane Road Capacity Subjected to Rainfall Disturbances. International Journal of Emerging Technology and Advanced Engineering. 3(2): 587-594.
Alhassan, H. M. and Ben-Edigbe, J. 2011b. Effect of Rainfall Intensity Variability on Highway Capacity. European Journal of Scientific Research. 49(1): 123-129.
Downloads
Published
Issue
Section
License
Copyright of articles that appear in Jurnal Teknologi belongs exclusively to Penerbit Universiti Teknologi Malaysia (Penerbit UTM Press). This copyright covers the rights to reproduce the article, including reprints, electronic reproductions, or any other reproductions of similar nature.