Abstract

In many cold regions of the world, the percentage of trips made by bicycle drops drastically during the winter months. To facilitate increased bicycle usage during the winter, we studied the effect of typical winter conditions on bicycle rolling resistance and cycling comfort. An instrumented bicycle was used to measure bicycle rolling resistance under various winter conditions on streets and cycleways in Trondheim, Norway. The rolling resistance was estimated by first measuring propulsive and resistive forces on a moving bicycle and then solving the force equilibrium. Simultaneously, the test cyclist subjectively evaluated the level of cycling comfort, and video recordings were made to document the conditions. Data were collected on 103 road sections, including three levels of service (maintenance standards). The results showed that rolling resistance increased significantly in accordance with increasing loose snow depths. Dry and wet snow leads to a higher rolling resistance than slush does at the same depth. Similarly, increased rolling resistance correlates with reduced cycling comfort. Rolling resistance coefficients (Crr) higher than 0.025 noticeably reduce cycling comfort. The road sections that were maintained with a bare road winter maintenance strategy (using anti-icing chemicals, brushing and/or plowing) provided significantly lower rolling resistance and higher levels of cycling comfort than the sections maintained with a winter road strategy (only plowing and sanding). This study shows that rolling resistance measurements may be used to estimate winter cycling comfort indirectly. Therefore, rolling resistance may be useful for improving winter maintenance operations and controls. Better winter maintenance is essential for increasing bicycle usage in the winter.

Highlights

  • As a means of transportation in urban areas, cycling has received increased attention for its benefits in terms of public health and eco­ nomics (Fishman et al, 2015; Gossling et al, 2019; Teschke et al, 2012)

  • Data were collected on a total of 103 road sections, the length of which varied between 80 m and 1520 m

  • To place these numbers in perspective, coefficient of rolling resistance (Crr) = 0.01 is equivalent to the resistance felt on a flat road, while Crr = 0.056 feels like a 4.6% uphill slope

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Summary

Introduction

As a means of transportation in urban areas, cycling has received increased attention for its benefits in terms of public health and eco­ nomics (Fishman et al, 2015; Gossling et al, 2019; Teschke et al, 2012). One challenge to achieving these goals is cold winters, which have led to a significant drop in the bicycle share rate (Flynn et al, 2012; Nahal and Mitra, 2018). Cold temperatures, increased precipitation, reduced visibility, and inclement road condi­ tions have been identified as “barriers” to winter cycling (Bergstrom and Magnusson, 2003; Brandenburg et al, 2007; Godavarthy and Rahim Taleqani, 2017; Nahal and Mitra, 2018; Spencer et al, 2013). In order to increase the bicycle share rate, the number of barriers to winter cycling must be reduced

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