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Heat islands are urban and suburban areas that are significantly warmer than their surroundings. Traditional, highly absorptive construction materials and a lack of effective landscaping are their main causes. Heat island problems, in terms of increased energy consumption, reduced air quality and effects on human health and mortality, are becoming more pressing as cities continue to grow and sprawl. This comprehensive book brings together the latest information about heat islands and their mitigation. The book describes how heat islands are formed, what problems they cause, which technologies mitigate heat island effects and what policies and actions can be taken to cool communities. Internationally renowned expert Lisa Gartland offers a comprehensive source of information for turning heat islands into cool communities. The author includes sections on cool roofing and cool paving, explains their benefits in detail and provides practical guidelines for their selection and installation. The book also reviews how and why to incorporate trees and vegetation around buildings, in parking lots and on green roofs.
To reduce the permafrost thaw-induced damage to asphalt pavement caused by heat absorption in permafrost regions, a material with low thermal conductivity was introduced into the asphalt mixture. This altered the thermal conductivity of the aggregate and thereby reduced that of the asphalt mixture. First, the optimal asphalt-aggregate ratio for the asphalt mixture was determined. Then, the material composition of the asphalt mixture was designed to form a heat-resistant surface without changing the AC-13 aggregate gradation. Thermal tests were performed with a Thermal Conductivity Instruments (TCI) thermal property analyzer on asphalt concrete specimens, prepared by adding primary mineral vermiculite (abbreviated hereafter as ZS, from Chinese) in different mass percentages of 0 %, 4 %, 6 %, 8 %, and 10 %. Test results showed that the thermal conductivity decreases exponentially with increasing percentage of ZS mass. These tests on asphalt concrete specimens indicate that the thermal conductivity drops by up to 46.27 % for 10 % ZS. At a depth of 4 cm below the surface of a heat-resistant pavement, the temperature can be reduced by at most 1.8°C, compared to observations at the same depth in an ordinary pavement. These results show encouraging prospects for application in permafrost regions.
Climate change is one of the most important environmental problems faced by Planet Earth. The majority of CO2 emissions come from burning fossil fuels for energy production and improvements in energy efficiency shows the greatest potential for any single strategy to abate global greenhouse gas (GHG) emissions from the energy sector. Energy related emissions account for almost 80% of the EU's total greenhouse gas emissions. The building sector is the largest energy user responsible for about 40% of the EU's total final energy consumption. In Europe the number of installed air conditioning systems has increased 500% over the last 20 years, but in that same period energy cooling needs have increased more than 20 times. The increase in energy cooling needs relates to the current higher living and working standards. In urban environments with low outdoor air quality (the general case) this means that in summer-time one cannot count on natural ventilation to reduce cooling needs. Do not forget the synergistic effect between heat waves and air pollution which means that outdoor air quality is worse in the summer aggravating cooling needs. Over the next few years this phenomenon will become much worse because more people will live in cities, more than 2 billion by 2050 and global warming will aggravate cooling needs. - An overview of materials to lessen the impact of urban heat islands - Excellent coverage of building materials to reduce air condtioning needs - Innovative products discussed such as Thermo and Electrochromic materials
An analysis of the asphalt concrete (AC) pavement material properties that affect surface temperatures is presented. These properties affect the contribution to the urban heat island effects. Its goal is to analyze the effect of various alternative aggregate materials, such as limestone, silica, polymer, glass, and graphite, on AC pavement surface temperatures under various environmental conditions. Pavement surface temperatures were analyzed for two extreme weather locations in the United States, namely South Texas and Northern Minnesota. Long-Term Pavement Performance weather data over a year-long period were analyzed for each location using the computer model Temperature Estimate Model for Pavement Structures. The average and range of pavement temperatures were compared at a depth of 0.01 m. It was concluded that the higher the coefficient of thermal conductivity, heat capacity, and albedo of the pavement surface layer, the lower the average and maximum surface temperatures are during the summer months. Graphite was shown as a promising limestone aggregate substitute producing significant reductions in AC surface temperatures. It reduced the peak daily surface temperatures by between 3.5°C and 5°C. On the other hand, the modified AC mixtures showed mechanical properties not quite at par with those of conventional ACs.
Roads and Airports Pavement Surface Characteristics contains the papers presented at the 9th International Symposium on Pavement Surface Characteristics (SURF 2022, Milan, Italy, 12-14 September 2022). The symposium was jointly organized by the Italian company that manages Italy’s National Roads (ANAS –Ferrovie dello Stato Italiane Group), the World Road Association (PIARC) and Politecnico di Milano. The contributions aim to improve the quality of pavement surface characteristics while accomplishing efficiency, safety, sustainability, and addressing new generation mobility needs. The book covers topics from emerging research to engineering practice, and is divided in the following sections: Advanced and performing construction methods and equipment Next generation mobility Data monitoring and performance assessment Surface features and performances| Maintenance and preservation treatments Pavement management Economic and political strategies Safety and risk issues Minimizing road impacts Sustainability and performances issues about materials and design Pavements surfaces and urban heat islands Weather conditions impact Airport pavements Roads and Airports Pavement Surface Characteristics is of interest to academics, engineers and professionals in the fields of pavement engineering, transport infrastructure, and related disciplines.
This book discusses the concepts and technologies associated with the mitigation of urban heat islands (UHIs) that are applicable in hot and humid regions. It presents several city case studies on how UHIs can be reduced in various areas to provide readers, researchers, and policymakers with insights into the concepts and technologies that should be considered when planning and constructing urban centres and buildings. The rapid development of urban areas in hot and humid regions has led to an increase in urban temperatures, a decrease in ventilation in buildings, and a transformation of the once green outdoor environment into areas full of solar-energy-absorbing concrete and asphalt. This situation has increased the discomfort of people living in these areas regardless of whether they occupy concrete structures. This is because indoor and outdoor air quality have both suffered from urbanisation. The development of urban areas has also increased energy consumption so that the occupants of buildings can enjoy indoor thermal comfort and air quality that they need via air conditioning systems. This book offers solutions to the recent increase in the number of heat islands in hot and humid regions.​
Laboratory tests were performed with a hydraulic ice-cutting rig to determine the effects of the geometry of the cutting edge of a snow plow blade on the force required to remove ice from a highway pavement surface. Test results indicated that the most important parameter was the clearance angle, and the associated flat width. Using this information, a prototype cutting edge was designed and fabricated for field testing during the winter of 1991-92. Three different cutting edges were tested: the prototype cutting edge, and two commercially available cutting edges. The prototype cutting edge was shown to be clearly superior to the other two edges, cutting more ice with less downforce and thus resulting in greater vehicle control.