Analysis of pedestriam speed of movement within signaled pedestrian crossings
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Mathematical model for determination the duration of the passing by pedestrians the crossing depending from roadway width is given. Depending from the speed different classifications of pedestrian flow are proposed. Within pedestrian crossings correspondence of speeds of movement to weather conditions and the length of crossing path is determined
[1] S. Teply, “Canadian Capacity Guide for Signalized Intersections,” third Edition. Toronto: Institute of Transportation Engineers, District 7, 2008, 230 p.
[2] M. A. Alhajyase, “Proposed Methodology for Modeling Pedestrian Crossing Time at Signalized Crosswalks Considering Bi-directional Flow,” proceedings of Infrastructure Planning, 38. Japan: Society of Civil Engineers, , 2008, pp. 1-18.
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