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研究生: 黃菊珊
Ekaterina - Krisantha Gunawan
論文名稱: Removal of Phosphate from TFT-LCD Manufacturing Wastewater by Calcite
Removal of Phosphate from TFT-LCD Manufacturing Wastewater by Calcite
指導教授: 劉志成
Jhy-Chern Liu
口試委員: 顧 洋
Young Ku
Joni Hermana
Joni Hermana
莊順興
SHUN-HSING CHUANG
學位類別: 碩士
Master
系所名稱: 工程學院 - 化學工程系
Department of Chemical Engineering
論文出版年: 2008
畢業學年度: 96
語文別: 英文
論文頁數: 138
中文關鍵詞: Adsorptioncalcitefluoridephosphateprecipitationwastewater
外文關鍵詞: Adsorption, calcite, fluoride, phosphate, precipitation, wastewater
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  • Abstract
    The TFT-LCD manufacturing plants generate a large amount of wastewater with high concentrations of phosphate (PO43-). The main focus in this study is to investigate the removal of this PO43--P by calcite. Before dealing with industrial wastewater, synthetic wastewater was used for comparison purpose. The initial PO43- concentrations of 30 and 300 mg/L were used for synthetic wastewater. The industrial wastewater was found to contain 332 mg/l of phosphate, 19.52 mg/l of fluoride, and 10.5 mg/l of calcium. Effects of pH and F- concentration were examined, and then the data were compared with model predictions by PHREEQC. The optimum pH for phosphate removal was found to be 5.5 to 7.0, 7.0 to 12.0, and 5.5 to 8 for industrial, low P, and high P synthetic wastewater, respectively. The highest PO43- adsorption capacity of 40.65 mg/g calcite was found at pH 6.5 for industrial wastewater and 4.18 mg/g calcite at pH 7.9 for low P synthetic wastewater. The data fits both Langmuir and Freundlich adsorption isotherms for industrial wastewater and low P wastewater, but the data for high P wastewater does not fit with isotherms. Judging from the PO43- adsorption capacity, it can be concluded that
    both adsorption and precipitation were involved for removal of PO43-P when high
    concentration of PO43- was present. Solid characterization (SEM and X-RD) inferred the evidence of calcium phosphate precipitations, mainly brushite (CaHPO4.2H2O) and HAP (Ca10(PO4)6(OH)2) at pH around 6. However, for low P wastewater, there was no clear evidence of any calcium phosphate precipitations. The presence of F- tends to inhibit the removal of PO4
    3-P to a certain extent. The PO43- adsorption capacity decreased from 33.9
    mg/g to 16.1 mg/g with the increase of fluoride concentration from 19.52 mg/L to 85.77 mg/L for the same amount of adsorbent and pH. The inhibitory effect is mainly caused by the competition upon active sites for adsorption and Ca2+ ions to form precipitates. Fremoval, as high as 85.2 %, was obtained at pH 6.5 and calcite dosage of 10 g/l, and the main mechanism was through fluorite (CaF2) precipitation and adsorption onto brushite and HAP. These results showed that calcite is an effective adsorbent for PO43-P removal
    from TFT-LCD wastewater.


    Abstract
    The TFT-LCD manufacturing plants generate a large amount of wastewater with high concentrations of phosphate (PO43-). The main focus in this study is to investigate the removal of this PO43--P by calcite. Before dealing with industrial wastewater, synthetic wastewater was used for comparison purpose. The initial PO43- concentrations of 30 and 300 mg/L were used for synthetic wastewater. The industrial wastewater was found to contain 332 mg/l of phosphate, 19.52 mg/l of fluoride, and 10.5 mg/l of calcium. Effects of pH and F- concentration were examined, and then the data were compared with model predictions by PHREEQC. The optimum pH for phosphate removal was found to be 5.5 to 7.0, 7.0 to 12.0, and 5.5 to 8 for industrial, low P, and high P synthetic wastewater, respectively. The highest PO43- adsorption capacity of 40.65 mg/g calcite was found at pH 6.5 for industrial wastewater and 4.18 mg/g calcite at pH 7.9 for low P synthetic wastewater. The data fits both Langmuir and Freundlich adsorption isotherms for industrial wastewater and low P wastewater, but the data for high P wastewater does not fit with isotherms. Judging from the PO43- adsorption capacity, it can be concluded that
    both adsorption and precipitation were involved for removal of PO43-P when high
    concentration of PO43- was present. Solid characterization (SEM and X-RD) inferred the evidence of calcium phosphate precipitations, mainly brushite (CaHPO4.2H2O) and HAP (Ca10(PO4)6(OH)2) at pH around 6. However, for low P wastewater, there was no clear evidence of any calcium phosphate precipitations. The presence of F- tends to inhibit the removal of PO4
    3-P to a certain extent. The PO43- adsorption capacity decreased from 33.9
    mg/g to 16.1 mg/g with the increase of fluoride concentration from 19.52 mg/L to 85.77 mg/L for the same amount of adsorbent and pH. The inhibitory effect is mainly caused by the competition upon active sites for adsorption and Ca2+ ions to form precipitates. Fremoval, as high as 85.2 %, was obtained at pH 6.5 and calcite dosage of 10 g/l, and the main mechanism was through fluorite (CaF2) precipitation and adsorption onto brushite and HAP. These results showed that calcite is an effective adsorbent for PO43-P removal
    from TFT-LCD wastewater.

    Table of Contents Abstract .......................................................... i Acknowledgement .................................................... ii Table of Contents.................................................... iii List of Figures ...................................................... v List of Tables ....................................................... vii Chapter 1 Introduction 1.1 Background......................................................... 1 1.2 Objective ......................................................... 2 Chapter 2 Literature Review 2.1 The TFT-LCD manufacturing process.................................. 3 2.1.1 Basic structure of LCD ........................................... 3 2.1.2 Major process groups in TFT-LCD manufacturing ................... 3 2.2 TFT-LCD wastewater ................................................ 8 2.3 The chemistry of phosphate immobilization........................ 10 2.4 Phosphorus removal............................................... 11 2.4.1 Phosphorus removal by chemical precipitation .......... 11 2.4.2 Biological phosphorus removal ................................. 14 2.4.3 Phosphorus removal by adsorption............................. 15 2.4.4 Phosphorus removal by calcite ................................... 18 Chapter 3 Materials and Methods 3.1 Source of inorganic wastewater ...................................... 32 3.2 Chemicals for experiment ............................................ 33 3.3 Equipments and apparatus for experiment........................... 34 3.4 Experimental methods .............................................. 35 3.5 Standard methods for sample characterization .................... 37 3.6 Modeling with PHREEQC................................................ 44 Chapter 4 Results and Discussions 4.1 Characteristics of the original calcite seed........................... 47 4.2 Synthetic Wastewater.................................................. 50 4.2.1 Kinetics of phosphate uptake by calcite...................... 50 4.2.2 Effect of pH...................................................... 52 4.2.3 Adsorption isotherms .............................................. 56 4.2.4 Effect of initial PO43- concentration........................ 58 4.2.5 Solid characterizations ........................................... 60 4.2.6 Proposed mechanisms................................................. 69 4.3 Industrial wastewater ............................................... 70 4.3.1 Characteristics of industrial wastewater ..................... 70 4.3.2 Effect of pH.................................................... 74 4.3.3 Adsorption isotherms ............................................ 76 4.3.4 Solid characterizations ........................................... 78 4.3.5 Proposed mechanism .................................................. 81 4.4 Effect of fluoride.................................................... 82 4.4.1 Effect of pH...................................................... 82 4.4.2 Effect of initial F-............................................... 88 4.5 Overall assessment .................................................... 92 Chapter 5 Conclusions and Suggestions ................................... 93 References ............................................................ 95 Appendix A - Experimental Data ......................................... A-1 Appendix B - PHREEQC Coding............................................ B-1

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