• Title/Summary/Keyword: Water retentive pavement

Search Result 3, Processing Time 0.017 seconds

Evaluation of Water Retentive Pavement as Mitigation Strategy for Urban Heat Island Using Computational Fluid Dynamics

  • Cortes, Aiza;Shimadera, Hikari;Matsuo, Tomohito;Kondo, Akira
    • Asian Journal of Atmospheric Environment
    • /
    • v.10 no.4
    • /
    • pp.179-189
    • /
    • 2016
  • Here we evaluated the effect of using water retentive pavement or WRP made from fly ash as material for main street in a real city block. We coupled computational fluid dynamics and pavement transport (CFD-PT) model to examine energy balance in the building canopies and ground surface. Two cases of 24 h unsteady analysis were simulated: case 1 where asphalt was used as the pavement material of all ground surfaces and case 2 where WRP was used as main street material. We aim to (1) predict diurnal variation in air temperature, wind speed, ground surface temperature and water content; and (2) compare ground surface energy fluxes. Using the coupled CFD-PT model it was proven that WRP as pavement material for main street can cause a decrease in ground surface temperature. The most significant decrease occurred at 1200 JST when solar radiation was most intense, surface temperature decreased by $13.8^{\circ}C$. This surface temperature decrease also led to cooling of air temperature at 1.5 m above street surface. During this time, air temperature in case 2 decreased by $0.28^{\circ}C$. As the radiation weakens from 1600 JST to 2000 JST, evaporative cooling had also been minimal. Shadow effect, higher albedo and lower thermal conductivity of WRP also contributed to surface temperature decrease. The cooling of ground surface eventually led to air temperature decrease. The degree of air temperature decrease was proportional to the surface temperature decrease. In terms of energy balance, WRP caused a maximum increase in latent heat flux by up to $255W/m^2$ and a decrease in sensible heat flux by up to $465W/m^2$.

A Study on Properties of Retentive Asphalt Concrete (보수성 아스팔트 콘크리트의 특성에 관한 연구)

  • Jang, Seck-Soo;Lee, Seung-Han;Jung, Yong-Wook
    • Proceedings of the Korea Concrete Institute Conference
    • /
    • 2006.05b
    • /
    • pp.565-568
    • /
    • 2006
  • This study was retentive material into the porosities of the permeable asphalt concrete, we developed retentive asphalt concrete which can absorb water in rain and decrease the temperature of the pavement through the vaporization of rainwater. The experimental results showed that the maximum stability appeared in the 5.0% types of both AP-5 and SBS PMA. Between these two types, the maximum stability of the asphalt with AP-5 was 480kg, which means it met the stability requirement for walkways but didn't meet the requirement for roadways. On the other hand, the maximum stability of the asphalt concrete with SBS PMA was 676kg, which was 176 kg higher than the requirement for roadways(500kg) and satisfy the requirement of KS. The retentive material was 56.4% in the type of the retentive material with 30% diatomaceous earth, 66.6% in 50% type, 87.5% in 70% type. In the aspect of thermal properties, the retentive asphalt concrete can lower the surface temperature by about 15 degrees lower than the normal asphalt concrete can. This effect could be made by the evaporation cooling effect and the surface albedo. It should be noted that the evaporation cooling effect cools it by about 10 degrees and the surface albedo by about 5 degrees.

  • PDF

Performance Evaluation of Paving Blocks Based Ambient Temperature Reduction Using a Climatic Environment Chamber (기후환경챔버를 활용한 블록의 공기온도 저감 성능평가)

  • Ko, Jong Hwan;Park, Dae Geun;Kim, Yong Gil;Kim, Sang Rae
    • Ecology and Resilient Infrastructure
    • /
    • v.4 no.4
    • /
    • pp.187-192
    • /
    • 2017
  • This study evaluated the reduction performance of ambient temperature and the amount of evaporation that takes place depends on the temperature difference of paving blocks which are used in the sidewalk, roadway, parking lot, park, plaza, and etc. The water-retentive block of the LID (Low Impact Development) practice was compared with the conventional concrete block. For the quantitative performance evaluation, experiments were performed in a climatic environment chamber capable of controlling the climatic environment (solar radiation, temperature, humidity, rainfall, and snowfall). The method for performance evaluation was proposed using temperature, humidity, and ambient air of paving blocks which changes according to the solar radiation and the wind speed after the rainfall. As a result, the evaporation amount of the water-retentive block was 2.6 times higher than that of the concrete block, the surface temperature of water-retentive block was $10^{\circ}C$ lower than the concrete block, and the air temperature of water-retentive block was $4.6^{\circ}C$ lower than the concrete block. Therefore, it is analyzed that the water-retentive block with a large amount of evaporation is more effective in reducing the urban heat island phenomenon as compared with the concrete block.