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Environmental Aspects of Pedestrian Movements
FlowConcentration Relationships Capaoity
Pedestrian Travel Demand
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accessibility analysis approximately attraction average basis blook bus stop calibrated carried cent central area streets crossing movements defined design concentration design period Design volumes determined distribution employees environmental capacity floor space friction factor function Fruin gravity model Highway Research Board investigated involved iteration Johnson 45 journey Leeds level-of-service matrix method metre width mile bands minimum path assignment minute per metre Modal mode Morris nodes number of pedestrians number of trips obtained oentroids office buildings oity on-street interviews oombined parking pedestrian delay pedestrian flow pedestrian interviews pedestrian movement pedestrian travel demand pedestrian trips pedestrians accumulated pedestrians crossing pedestrians per minute proportion relationship retail Road Research Laboratory route sample sector movements shoppers stage subway survey town centre Traffic Engineering traffic flow Transport Economics transportation terminals trip lengths trip purpose tripe tunnel University of Leeds variables walking and cycling walking distance Watford width of footway window shoppers zoning system