隨著經濟發展與環保意識抬頭，針對處理生活污水與工業廢水投入的成本也越來越高，處理生活污水產生的下水污泥在未來會持續，且以更快的速度增加，現今國內處理下水污泥的目的，除了最終處理外，若以其他方式再利用處理，除了能降低掩埋之土地容積使用，也能達到資源再利用之更大效益。
本研究規劃以兩種不同製程處理迪化污水廠產出之下水污泥之成品，用以替代高性能低強度混凝土材料(Controllable Low-Strength Material, CLSM)中所使用之細骨材，探討其不同處理程序之後成品之物化性質差異及替代天然骨材後製成CLSM成品的可行性，最後試驗其不同取代比例對於CLSM的影響，藉以找出最佳取代配比。
結果顯示，經迪化污水廠乾燥處理後與燁民實業處理後之下水污泥最終產物的物化性質，包含毒性特性溶出(Toxicity Characteristic Leaching Procedure, TCLP )、揮發性有機物(Volatile Organic Compounds, VOC )、半揮發性有機物(Semi Volatile Organic Compounds, SVOC )等項目皆低於事業廢棄物及土壤等相關管制標準，對人體不會造成危害，pH值則兩廠皆為接近中性無太大差異，而固體揮發性有機物、三成份結果顯示，燁民實業因熱處理較設備操作溫度較迪化污水廠乾燥設備高，故處理後較能有效地將有機質轉化為無機的狀態。
以處理後之成品取代CLSM天然細骨材結果顯示，以迪化污水廠乾燥處理後之成品替代之CLSM樣品，細骨材取代率為10%時，樣品無法於12小時落沉試驗中符合CLSM之乾燥標準，且可能因為迪化污水廠乾燥處理後之成品含有較高的固體揮發性有機物與微量甲苯，導致在混拌過程中產生異味，因此判定迪化污水廠處理後之成品並不適用於CLSM替代材料，而燁民實業熱處理後之尾料，於10%、30%細骨材取代率在12小時落沉試驗、28天抗壓試驗結果皆符合CLSM標準，而於取代率50%時，其抗壓強度已不符合CLSM標準，並非常容易碎裂，以CLSM規範來看，雖10%取代率之實驗數值優於30%取代率，因本實驗目的為研究資源再利用，故以取代率30%之配比為本研究最佳數據。

Along with the developing economy and the growing environmental awareness, the cost of dealing with lives sewage and industrial waste is increasing, and will be increased faster. Nowadays the purpose of dealing with domestic underground sewage, except for final process; if we can use other methods to recycle domestic underground sewage, not noly we can decrease the usage of land volume to bury the waste, but also reach a better effect of recycling the resource.
This study plans to use two different processes to deal with the waste, and used the already dealed-with sewage sludge to replace the used fine aggregates in high performance low intensity cement material (CLSM) To investigate the Properties Differences of dealed with stuff, using different processes; and the possibility to replacing nature aggregates to post-making CLSM. Lastly, test the influences to CLSM with different replacing ratios, to find out the best replacing ratio.
The result shows that the properties of processed sewage sludge,Toxicity Characteristic Leaching Procedure (TCLP), Volatile Organic Compounds (VOC), Semi Volatile Organic Compounds (SVOC) from Dihua Sewage Treatment Plant and Yeh Ming Industrial are both lower the relative regulatory compliance of industril waste and soil. Regarding solid volatile organice compounds and Three-component, the result shows that due to Yeh Ming Industrial’s heat treatment process equipment operation temperature is higher than Dihua Sewage Treatment Plant’s, therefore, Yeh Ming can effectively transfer organics into inorganics after processing.
The result of using processed end product to replace CLSM nature aggregates shows: Using Dihua Sewage Treatment Plant processed end product to replace CLSM sample, when nature aggregates replace rate is 10%, will generate peculiar smell and sample can not meet CLSM’s dry standard regarding 12 hour droptest. So the determination is: Dihua Sewage Treatment Plant’s processed end product is not suitable for replacing CLSM. Where as Yeh Ming Industrial, the tailing material after heat processing, the 10% and 30% nature aggregates replace rate meet CLSM standard in 12-hour drop test and 28-day compression test. But when the nature aggregates replace rate is 50%, the compression density doesn’t meet CLSM standard, and seemed to be broken easily. As the viewpoint of CLSM stand, although the experiment value of 10% nature aggregates replace rate is better than 30% nature aggregates replace rate, due to the purpose of this experiment is to study resource recycling, therefore, the best analysis data of this study is to use 30% nature aggregates replace rate ratio.

中文摘要 i
英文摘要 iii
目錄 iv
圖目錄 vii
表目錄 viii
第一章 前言 1
1.1研究緣起 1
1.2研究目的 3
第二章 文獻探討 4
2.1下水污泥簡介 4
2.1.1下水污泥的來源與產量 4
2.1.2下水污泥組成與特性 11
2.2迪化污水處理廠概述 12
2.2.1處理單元概述 14
2.2.2乾燥設備概述 18
2.3燁民實業熱處理設備概述 20
2.3.1熱處理主機概述 20
2.3.2防治設備概述 22
2.4迪化廠乾燥處理與燁民實業熱處理比較 24
2.5目前污泥再利用技術 25
2.5.1 下水污泥處理機構現況 26
2.5.2 下水污泥再利用技術分析 34
2.6高性能低強度混凝土材料 38
2.6.1高性能低強度混凝土材料定義 38
2.6.2高性能低強度混凝土材料性質 38
第三章 研究方法 40
3.1研究架構及流程 40
3.2試驗材料 42
3.3試驗分析項目 43
第四章 結果與討論 48
4.1污泥物化性分析 48
4.2依據不同比例混合製成CLSM製品分析 53
4.2.1實驗流程 53
4.2.2 CLSM試驗結果 54
第五章 結論與建議 59
5.1結論 59
5.2建議 61
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