4.7 Article

Experimental investigation on evaporation rate for enhancing evaporative cooling effect of permeable pavement materials

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 65, 期 -, 页码 367-375

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2014.05.004

关键词

Heat island; Thermal environment; Livability; Cool pavements; Permeable pavements; Evaporation cooling effect

资金

  1. Sustainable Transportation Center at the University of California Davis
  2. U.S. Department of Transportation and Caltrans, the California Department of Transportation, through the University Transportation Centers program
  3. California Department of Transportation (Caltrans), Division of Research and Innovation

向作者/读者索取更多资源

Beyond the environmental function of stormwater management, permeable pavement is also a type of cool pavement that can help mitigate urban heat island effect through evaporative cooling. Evaporation rate is an important factor that influences the evaporative cooling effect of permeable pavements. A simple experiment method was used to initially explore the evaporation rates of different pavement materials under outdoor conditions. Experimental results of the evaporation rates were obtained for six different permeable pavement materials plus the bare water. The main factors influencing the evaporation rates were revealed. The findings imply that high water availability near the surface or large moisture exposure to the atmosphere are critical for the evaporation rate and consequent evaporative cooling effect of pavement materials. Increased air voids and permeability is one way to improve moisture exposure to the atmosphere and enhance the evaporation. Keeping the surface wet through enhanced capillary effect with finer gradations or directly sprinkling water on the surface is another way to produce a better evaporative cooling effect. An optimal design of materials with appropriately balanced pore size and capillary effect and adequate permeability is desired to maximize the evaporative cooling effect. (C) 2014 Elsevier Ltd. All rights reserved.

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