基于塞贝克效应的沥青路面温差发电片间距

    Distance of Thermoelectric Generation Sheets on Asphalt Pavement With Seebeck Effect

    • 摘要: 沥青路面在太阳照射下积聚大量的热能, 为达到节能减排的目的, 实现热能向电能的转换, 根据塞贝克效应开展路面温差发电的研究。采用COMSOL有限元仿真方法, 建立沥青路面温差发电模型, 分析温差发电片对沥青路面温度场的影响, 得到热端温度与路表温度正相关。通过分析不同温差下发电片的温度影响范围, 构建温度影响半径模型, 以此为基础分析相邻发电片温度影响范围相交、相切、相离3种不同工况, 确定了最大热能利用的温差发电片间距。结果表明: 温差发电片的温度影响范围为以发电片中心点为圆心的圆, 距离圆心越远, 温度影响越小; 温度影响半径与冷热端温差呈正比关系; 最佳间距与路表温度、环境温度和温差发电片边长有关, 在试验路段得出最佳间距为5.2 cm, 最大功率为0.884 W。该文为沥青路面热能利用提供了一种研究思路。

       

      Abstract: Asphalt pavement accumulates a lot of heat energy under the sun. To achieve energy conservation and realize the conversion of heat to electric, the research on road temperature difference power generation was carried out according to the Seebeck effect. COMSOL simulation method was used to establish a asphalt pavement thermoelectric generation model. The influence of thermoelectric generation sheets on the temperature field of asphalt pavement was analyzed, and the positive correlation between the hot end temperature and the road surface temperature was then obtained. By analyzing the temperature influence range of the sheets under different temperatures, the temperature influence radius model was constructed. Based on this, analyzing the temperature field distribution cloud diagram of adjacent sheets under the three conditions: intersection, tangency, and separation. The spacing of thermoelectric power generation sheets for maximum thermal energy utilization was determined. Results show that the temperature influence range of the thermoelectric generation sheets is a circle with the center point of the generator as the center, and the farther away from the center, the smaller the temperature influence. Temperature influence radius is proportional to the temperature difference between the cold and hot ends. Optimum spacing is related to the road surface temperature, ambient temperature and the side length of thermoelectric generation sheets. In the test section, the optimal distance is 5.2 cm, and the maximum power is 0.884 W, which provides a research idea for the utilization of thermal energy on asphalt pavements.

       

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