A Study on Pedestrian Pavement Thermal Performance with Reference to Associated Materials

D. Senevirathne, V. Jayasooriya, S. Muthukumaran
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Abstract

The urban environment is continuously expanding and the majority of the green spaces in urban areas are replaced by various grey infrastructure such as buildings, roads, and pavements. Improper planning of infrastructure exacerbates negative impacts on urban microclimates that leads to an increase in average annual air temperatures by 1°C to 3°C, demonstrating an effect known as Urban Heat Island (UHI). Approximately one-third of the urban land uses are known to be covered with paved surfaces. Therefore, the contribution of pavements to UHI is of a serious concern. The energy performance of grey infrastructure is largely influenced by the materials associated, and the material's street physical properties. Identification of the thermal performance variations of pavers of alternative materials will assist landscape planners to select suitable paver types in an optimal way to reduce UHI, after considering the surrounding structures and the direction of shading. The current study was concentrated on three pavement types representing changes in materials; 1) Cement Pavers (CP), 2) Terracotta Pavers (TP) and 3) Grass Pavers (GP), to assess the thermal performance of pavement designs which are commonly used for urban pavement construction. The study was conducted in an urban environment in Colombo, Sri Lanka by considering three replicates for each material. One-way ANOVA was performed to analyze the significant differences on the thermal performance of different material types. According to the results obtained, both TP and GP showed significant difference to the thermal performance of CP from 9.00 AM to 3.00 PM. Furthermore, between 8.00 AM–3.00 PM there was no significance difference among the performance between GP and TP. However, TP showed the lowest surface temperature levels and heat emittance considering heat levels throughout the day. The maximum temperature difference compared to CP was shown at 1.00 PM as 4.49°C with TP and as 4.42°C with GP. The findings of this study provide valuable insights in integrating commonly used materials in pavement designing for urban areas, in order to regulate microclimates and reduce the impacts of UHI.
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参考相关材料的行人路面热工性能研究
城市环境不断扩大,城市地区的大部分绿色空间被各种灰色基础设施如建筑、道路、人行道所取代。基础设施规划不当加剧了对城市小气候的负面影响,导致年平均气温升高1°C至3°C,显示出一种被称为城市热岛(UHI)的效应。大约三分之一的城市土地用途被铺设了路面。因此,路面对全民保健的贡献是一个令人严重关切的问题。灰色基础设施的能源性能在很大程度上受到相关材料和材料的街道物理性能的影响。在考虑了周围结构和遮阳方向后,确定替代材料铺路材料的热性能变化将有助于景观规划者以最佳方式选择合适的铺路材料类型,以减少UHI。目前的研究集中在代表材料变化的三种路面类型;1)水泥路面(CP), 2)赤陶路面(TP)和3)草路面(GP),以评估通常用于城市路面建设的路面设计的热性能。该研究在斯里兰卡科伦坡的城市环境中进行,每种材料考虑三次重复。采用单因素方差分析分析不同材料类型在热性能上的显著差异。结果表明,从上午9点到下午3点,TP和GP对CP的热性能都有显著差异。此外,在8:00 AM-3.00 PM之间,GP和TP之间的性能差异不显著。然而,考虑到全天的热量水平,TP显示出最低的表面温度水平和热辐射。与CP相比,1:00 PM时TP的最大温差为4.49°C, GP的最大温差为4.42°C。本研究结果为将常用材料整合到城市路面设计中,以调节小气候和减少城市热岛的影响提供了有价值的见解。
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