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研究生: 普柔珊
Rosalina Eka Praptiwi
論文名稱: 廢水處理廠管線阻塞物組成份分析及來源追蹤及自動加藥控制系統改善的可行性評估
Eliminating pipeline blockage in semiconductor wastewater treatment plant: source and composition analysis and the potential of automatic control on adjusting coagulant dosage
指導教授: 黃良銘
Whang, Liang-Ming
學位類別: 碩士
Master
系所名稱: 工學院 - 環境工程學系
Department of Environmental Engineering
論文出版年: 2021
畢業學年度: 109
語文別: 英文
論文頁數: 79
外文關鍵詞: pipeline blockage, polyaluminum chloride, pH, anionic polymer, coagulant dosage
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  • Although the effluent quality met the regulation standards, the discharge pipeline of the semiconductor wastewater treatment plants in this study was partially blocked. In order to manage the pipeline blockage, the relationship between the blockage and the coagulation-flocculation process was investigated. Additionally, the automatic control of the coagulant dosing was proposed. The results of SEM/EDX analysis, jar tests, and intensive sampling indicated that the blockage was primarily formed by organically bound-Al as a result of overdosing polyaluminum chloride (PACl) and anionic polymer. In this case, the possible deposition mechanism was mainly post-aggregation of residual Alb-OM. Adjusting PACl, pH, and polymer at the optimum dosage would produce the least deposits. PACl was more effective at removing turbidity than ferric chloride, but it had a similar performance in removing NPDOC. Adding anionic polymer as a flocculant enhanced turbidity removal but did not affect Cu and Ni removal. Moreover, it also improved the sludge compactness. In contrast, changes in pH (8 to 9.5) did not significantly affect the removal efficiency. The Cu and Ni were greatly removed by adsorption on silica particles and the formation of metal hydroxides. At low initial turbidity, high soluble Cu allowed better turbidity removal but resulted in greater sludge production. Accordingly, the optimum polymer dosage and pH were determined to be 1 mg/L and 8.5, respectively. In addition, jar test and intensive sampling result suggested that PACl dosage depended on initial turbidity (at high initial turbidity) and initial soluble Cu (at low initial turbidity). Based on these results, the automatic control scenario for optimal PACl dosing was established. The models showed a satisfactory agreement with the experimental data with adjusted R2 > 0.75.

    ABSTRACT i ACKNOWLEDGMENT iii TABLE OF CONTENT v LIST OF TABLES ix LIST OF FIGURES xi CHAPTER 1 INTRODUCTION 1 CHAPTER 2 LITERATURE REVIEW 3 2.1 CMP wastewater characteristics 3 2.2 Coagulation-flocculation mechanisms 6 2.2.1 Double layer compression 6 2.2.2 Charge neutralization 7 2.2.3 Bridging 8 2.2.4 Electrostatic patch 9 2.2.5 Sweep flocculation 10 2.2.6 Coagulation-flocculation zones 11 2.3 PACl 12 2.4 Anionic polymer 14 2.5 Automatic dosing control 16 CHAPTER 3 MATERIALS AND METHODS 19 3.1 Semiconductor wastewater treatment plants 20 3.2 SEM/EDX analysis 21 3.3 Intensive sampling 22 3.4 Jar tests 22 3.4.1 In-bottle test 23 3.4.2 Micro jar test 24 3.5 Surface fitting 24 3.6 Analytical methods 26 CHAPTER 4 RESULTS AND DISCUSSION 29 4.1 Wastewaters, sedimentation sludge, and blockage composition 29 4.2 PACl vs. FeCl₃ 32 4.3 Effect of initial turbidity 34 4.4 Effect of polymer 36 4.4.1 Turbidity removal 36 4.4.2 Residual Al 39 4.4.3 Cu and Ni removal 41 4.5 Effect of pH and Cu shock load 42 4.5.1 Turbidity removal 43 4.5.2 Residual Al 46 4.5.3 Cu and Ni removal 49 4.6 Sludge analysis 50 4.7 Linkage of particle deposition to coagulation-flocculation process 52 4.8 PACl dosing control 58 4.8.1 Possible control indicator 58 4.8.2 Surface fitting 60 4.8.3 Recommended operation 63 CHAPTER 5 CONCLUSION AND SUGGESTIONS 67 5.1 Conclusion 67 5.2 Suggestions 69 REFERENCES 71

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