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하천수 중 NOM과 하수방류수 중 인 처리를 위한 알루미늄계 응집제의 적용

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Alternative Title
Application of aluminum based coagulants for the treatment of turbidity and natural organic matter in surface water and the treatment of phosphorus in sewage effluent
Abstract
Using aluminium based coagulants for the removal of natural organic matter and turbidity from surface water and phosphorus from sewage effluent were investigated. Conventional Al salts, such as alum and AlCl3, and Polyaluminum Chlorides (PACl) with different r (r = [OH]/[Al]) values were prepared in laboratory. Based on the difference in reaction kinetics of Al species and ferron reagent, the hydrolytic Al species in aluminum based coagulants were classified as fast reacting monomeric Ala, slow reacting polymeric Alb, and very slow/ or non reacting colloidal/precipitate Alc. The results showed that the higher the r value of PACl, the lower the Ala and the higher the Alb and Alc obtained. The characteristics of raw waters were analysed before performing jar tests. Various fractions of dissolved organic matter (DOM) in The Nakdong River water (Busan, Korea), such as hydrophobic acid, hydrophilic acid, and transphilic organic were isolated and coagulation behavior of each fraction was investigated. Also, phosphorus in sewage effluent from Nambu Sewage Treatment Plants was classified as organic-, condensed-, and ortho-P.
Preformed monomeric Ala is the most unstable species and quickly transformed to other Al species while preformed Alb and Alc were relatively stable during coagulation. Performance of the coagulants was controlled not only by preformed species but also by those forming in situ during coagulation. The presence of Al species formed in situ strongly depends on coagulant dose and coagulation pH. At neutral and basic pHs, PACls containing more stable preformed Alb were more efficient for turbidity and organic matter removal. At slightly acidic pH, predominant Ala coagulants were more efficient since more Alb was formed in situ at this condition. Experiments with isolated hydrophilic acids, humic acids, and fulvic acids also indicated Alb was effective for removal of hydrophilic acids, the organic fraction that is most difficult to coagulate. Alb (preformed and in situ formed), therefore was effective for removal of turbidity and NOM. However, at high Al doses and high pH, where Alc was the predominant species formed in situ, the superior performance of Alb in removing of turbidity disappeared. Due to its bulky structure which is effective in sweep flocs mechanism, Alc is the most effective species for turbidity removal.
Experiments conducted with sewage effluent showed that phosphorus removal was correlated well with the content of Ala in coagulants. Positive effects of Ala for the removal of P might be due to high ability of monomeric Al in forming the Al(OH)x(PO43-)3-x precipitates and in adsorption of phosphates into aluminum hydroxide precipitates that are formed predominantly in hydrolysis process of Ala coagulants. Alb, although has been known as the most effective species in removal of organic matter, did not show any superior performance in P removal. Alc (preformed and in situ formed) might be favorable for adsorption of P and this species also showed a positive effect on removal of suspended P due to its superior performance in removal of turbidity from water. The residual P concentrations obtained were strongly depended on the coagulant type used, or the contents of Ala, Alb, and Alc in the coagulants. Results obtained from the study could be used for making an appropriate coagulant for a preferential aim of coagulation. Prehydrolyzed degree of PACl (r value) used should be determined according to a specific water characteristic and a target substance that need to be removed during coagulation.
Author(s)
TRINH THUY KHANH
Issued Date
2012
Awarded Date
2012. 2
Type
Dissertation
Keyword
알루미늄
Publisher
부경대학교
URI
https://repository.pknu.ac.kr:8443/handle/2021.oak/9190
http://pknu.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000001965793
Alternative Author(s)
TRINH, THUY KHANH
Affiliation
환경공학과
Department
대학원 환경공학과
Advisor
강임석
Table Of Contents
CHAPTER 1 INTRODUCTION 1
CHAPTER 2 LITERATURE REVIEW 8
2.1. Chemistry of Al based coagulant 9
2.1.1. Mononuclear Hydrolytic Aluminum Species 9
2.1.2. Polynuclear Hydrolytic Aluminium Species 17
2.1.3. Aggregation and Precipitation of Al Species 23
2.1.4. Al Speciation Methods 25
2.1.4.1. Potentiometric Titration 25
2.1.4.2. The 27Al NMR 27
2.1.4.3. The Spectrophotometric Ferron Method 32
2.1.5. Preparation Conditions Affecting the Distribution of Al Species in PACl 39
2.1.5.1. r value 39
2.1.5.2. Type and Concentration of added base 40
2.1.5.3. Total Al(III) Concentration 41
2.1.5.4. Base Injection 41
2.1.5.5. Mixing Conditions 42
2.2. Coagulation-Flocculation for the Treatment of Surface Water 43
2.2.1. Coagulation of Particulate Matter 43
2.2.1.1. Characteristics of Particulate Matter 43
2.2.1.2. Coagulation-Flocculation Mechanisms 45
2.2.2. Coagulation of Natural Organic Matter 48
2.2.2.1. Characteristics of NOM 48
2.2.2.2. Coagulation-Flocculation Mechanisms 52
2.2.2.3. Alum Coagulation of Colloidal Particle and NOM 54
2.2.3. Factors Affecting Coagulation 55
2.3. Coagulation-flocculation in Treatment of Phosphorus in Wastewater Effluent 59
2.3.1. Phosphorus in Wastewater 59
2.3.2. The needs of Phosphorus Removal from Wastewater 60
2.3.3. Phosphorus Treatment Using Al based Coagulants 62
CHAPTER 3 MATERIALS AND METHODS 66
3.1. Raw Water 67
3.1.1. Water Source 67
3.1.2. Synthetic Water 67
3.1.2.1. NOM Isolating Procedures 67
3.1.2.2. Preparation of synthetic water 70
3.2. Coagulation-flocculation Procedures 70
3.2.1. pH Adjusting 70
3.2.2. Jar Test Procedures 71
3.3. Phosphorus Analyses 72
3.4. Specific Chemical Analyses 74
CHAPTER 4 PREPARATION AND CHARACTERIZATION OF AL-BASED COAGULANTS 76
4.1. Preparation of PACl 76
4.2. Aluminum Species Analysis by Ferron assay 83
4.3. Characteristics of Coagulants 88
CHAPTER 5 COAGULATION FOR THE TREATMENT OF SURFACE WATER 100
5.1. Characteristics of Nakdong River Water 101
5.2. Coagulant selection 106
5.3. Effect of pH on Coagulation-flocculation 107
5.3.1. Turbidity Removal 107
5.3.2. NOM removal 111
5.4. Effect of Coagulant Dose on Coagulation-flocculation 117
5.5. Coagulation-flocculation of Different Organic Fractions 120
CHAPTER 6 COAGULATION OF PHOSPHORUS FOR THE TREATMENT OF SEWAGE EFFLUENT 129
6.1. Characteristics of Sewage Effluents 130
6.2. Phosphorus Removal Using Laboratory Prepared PACl 132
6.2.1. Characteristics of Laboratory Prepared Coagulants 132
6.2.2. Phosphorus Removal Performance 134
6.2.2.1. Effect of pH on Phosphorus Removal 134
6.2.2.2. Effect of r value of PACl on Phosphorus Removal 140
6.2.2.3. Simultaneously Effect of coagulant dose and coagulation pH on Phosphorus Removal 147
6.3. Phosphorus Removal Using Commercial PACl 149
6.3.1. Characteristics of Commercial Coagulants 149
6.3.2. Phosphorus Removal Performance 153
CHAPTER 7 SUMMARY 165
REFERENCES 172
ACKNOWLEDGEMENTS 196
Degree
Doctor
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