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研究生: 葛瑞可
Wicaksono, Gregoreus-Aryo
論文名稱: 將表面素應用於泡沫強化淋洗之土壤復育技術的可行性研究
Potential of applying surfactin in foam-enhanced solution flushing technique for soil remediation
指導教授: 張鑑祥
Chang, Chien-Hsiang
學位類別: 碩士
Master
系所名稱: 工學院 - 化學工程學系
Department of Chemical Engineering
論文出版年: 2009
畢業學年度: 97
語文別: 英文
論文頁數: 104
中文關鍵詞: 泡沫強化淋洗技術溶液淋洗技術土壤復育表面素生物界面活性劑
外文關鍵詞: biosurfactant, foam-enhanced solution flushing technique, soil remediation, solution flushing technique, surfactin
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  • 此研究探討表面素(surfactin)的界面性質,包括表面張力下降能力、起泡能力、乳化能力及增溶效率。然後將表面素應用於溶液淋洗(solution flushing)與泡沫強化淋洗(foam-enhanced solution flushing) 技術,以移除填充管柱中的正十五碳烷,並評估將表面素應用於土壤復育的潛力。表面素的臨界微胞濃度大約是2×10-5 M,能使水的表面張力下降到30 mN/m。表面素溶液的起泡能力會隨濃度增加而上升,然而,泡沫穩定性卻隨濃度增加而下降。此外,含表面素之正十五碳烷/水乳液的穩定性,會隨表面素濃度增加而上升。對於正十五碳烷而言,表面素的莫耳溶解比率(molar solubilization ratio, MSR)是0.56。若以濃度1.5×10-4 M的表面素溶液進行淋洗以移除填充管柱中的正十五碳烷,效率約為5%。當使用泡沫強化淋洗方法時,移除正十五碳烷的效率可顯著提升至85%,可能是因為填充管柱中的渠流效應 (channeling effect) 較不明顯。實驗結果顯示對於正十五碳烷的移除而言,增溶效應相對於移動效應(mobilization effect)是較不重要的。此外,在應用泡沫強化淋洗技術時,較高濃度的表面素與較大的氣/液流量比,可得到較高的正十五碳烷移除率。結果也顯示,就移除填充管柱中的正十五碳烷而言,表面素比Triton X-100更具有優勢。

    This study investigated the interfacial properties of surfactin, such as surface tension lowering activity, foaming ability and foam stability, emulsification ability, and solubilization efficiency. Surfactin was then used in solution flushing and foam-enhanced solution flushing techniques to remove n-pentadecane from packed columns to evaluate the potential of applying the biosurfactant in soil remediation. The critical micelle concentration of surfactin was about 2×10-5 M, and the surface tension of water could be lowered to 30 mN/m. The foaming ability of the surfactin solutions was enhanced with a higher surfactin concentration. However, the foam stability became lower with increasing the surfactin concentration. In addition, the stability of n-pentadecane/water emulsions was higher with a higher surfactin concentration, and the molar solubilization ratio of surfactin for n-pentadecane was found to be 0.56. The removal efficiency for n-pentadecane from a packed column was about 5% by using the solution flushing technique with a 1.5×10-4 M surfactin solution. The removal efficiency for n-pentadecane was significantly increased to about 85% with the foam-enhanced solution flushing approach probably due to the less pronounced channeling effect in the packed column. It is suggested that the solubilization effect was a less important factor in the n-pentadecane removal as compared with the mobilization effect. Furthermore, with the foam-enhanced solution flushing technique, higher removal efficiency for n-pentadecane was obtained with higher surfactin concentrations and larger gas/liquid flow rate ratios. The results also showed that surfactin has the advantage over Triton X-100 of removing n-pentadecane from the packed columns.

    ABSTRACT .................................................................................................. i 摘 要 ................................................................................................ iii ACKNOWLEDGMENT .................................................................................. iv Table of Contents .............................................................................................. v List of Tables .............................................................................................. viii List of Figures ................................................................................................ ix CHAPTER 1 INTRODUCTION 1 CHAPTER 2 LITERATURE REVIEW 4 2.1 Soil Contamination 4 2.2 Surfactant 7 2.3 Biosurfactant 8 2.4 Interfacial properties of surfactant 13 2.4.1 Surface tension lowering ability 13 2.4.2 Foaming ability and foam stability 14 2.4.3 Emulsion stability 17 2.4.4 Solubilization 18 2.5 Applications of biosurfactants into soil remediation 20 2.5.1 Soil remediation using surfactin 20 2.5.2 Soil remediation using rhamnolipid 23 CHAPTER 3 EXPERIMENTAL 24 3.1 Materials 24 3.2 Equipments 25 3.2.1 Production of surfactin 25 3.2.2 Evaluation of surface tension 27 3.2.3 Evaluation of foaming ability and foam stability 28 3.2.4 Evaluation of emulsion stability 30 3.2.5 Evaluation of solubilization efficiency 31 3.2.6 Evaluation of soil remediation efficiency 31 3.2.7 Analysis of n-pentadecane concentration 32 3.3 Methodology 34 3.3.1 The production of surfactin 34 3.3.2 The evaluation of surface and interfacial tension 36 3.3.3 The evaluation of foaming ability and foam stability 38 3.3.4 The evaluation of emulsion stability 39 3.3.5 The evaluation of solubilization 39 3.3.6 The evaluation of foam-enhanced soil remediation 40 3.3.7 Analysis of n-pentadecane concentration 41 CHAPTER 4 RESULTS AND DISCUSSION 43 4.1 Production of surfactin 43 4.1.1 Fermentation process 43 4.1.2 Surfactin purity analysis 46 4.2 Interfacial properties of surfactin 49 4.2.1 Surface Tension lowering ability 49 4.2.2 Interfacial Tension lowering ability 52 4.2.3 Foaming ability and foam stability 55 4.2.4 Emulsion stability 59 4.2.5 Solubilization efficiency 63 4.3 Remediation Experiments 65 4.3.1 Particle size of the model sand 65 4.3.2 Determining the steady state operation condition 66 4.3.3 Foam filling time 69 4.3.4 Concentration effect of surfactin 71 4.3.5 Flow rate effect of surfactin 74 4.3.6 Surfactant effect 79 CHAPTER 5 CONCLUSIONS 85 REFERENCES 88 CURRICULUM VITAE 104

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