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  • 學位論文

利用紅外線熱影像探討透水混凝土道路鋪面的溫度變化-使用層集多重分類法

Studying the Temperature change of Pervious Concrete pavement with segmenting thermal Infrared Images by the Multilevel level set Approach

指導教授 : 黃怡碩
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摘要


透水混凝土是一種特殊形式的多孔混凝土,具有高透水性;多孔隙性 與表面粗糙的特點。美國環保署Enviromental Protection Aqency(EPA) 認為適當使用透水混凝土是控制初始急流污染及暴雨管理的最佳方式,並 利用訂定區域暴雨逕流量的限制條件,鼓勵使用透水混凝土做為道路面層 材料,但國內外對於透水混凝土在現地性質方面,尤其對透水混凝土表面 受熱所產生的溫度變化缺乏有系統的研究,所以本研究對透水混凝土做溫 度觀測試驗,並利用層集多重分類法進行分析 經過實驗結果顯示,熱影像在經過層集多重分類法後能有效將溫度性 質相近的像元隔成區塊,將溫度區塊邊界區分,進行數據分析,分析結果 顯示在保水層無包含水量下透水混凝土鋪面在日間受到日照及環境溫度影 響,升溫快速,平均溫度也比環境溫度高上許多,但到了夜間溫度差異逐 漸減少,熱輸出量降低與環境溫度達到平衡,而透水混凝土在保水層無含 水量狀態下溫度會略高於瀝青混凝土鋪面。

並列摘要


Pervious concrete is a special type of concrete with a high porosity, high permeability, high volume of voids and rough surface. US Environmental Protection Agency (EPA) suggests that an appropriate use of pervious concrete is the best way to control initial rapid pollution and stormwater management. The Agency determines limiting conditions of rainstorm runoff of all regions and encourages the use of pervious concrete as road surface material. But in our country, there are not enough systematic studies into the nature of pervious concrete in local regions, especially the temperature changes caused by the heated surface of pervious concrete. The present study contains therefore a temperature observation test and an analysis using multi-layer classification. According to the empirical results, through the multi-layer classification of thermal imaging, the cells with a similar temperature could be efficiently classified as a block. The data analysis was obtained on the basis of the boundaries of temperature blocks. According to the analysis results, when its water-retention layer contained no water, pervious concrete pavement was heating up quickly because it was affected by the sunshine and the ambient temperature during the day and its average temperature was much higher than the ambient temperature; however, during the night, such difference was gradually reduced and thermal output was reduced to reach equilibrium with the ambient temperature. When the water-retention layer of pervious concrete contained no water, its temperature would be slightly higher than the asphalt concrete pavement.

參考文獻


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被引用紀錄


林薏萍(2013)。不同道路分隔島植栽配置對都市道路溫度之影響-以台中市台灣大道為例〔碩士論文,朝陽科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0078-2712201314043491

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