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Chemical behavior of orthophosphate and total phosphorus in phosphorus removal process : 인 제거 공정에서 오르토 인과 총 인의 화학적 거동 연구

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dc.contributor.advisorChungEunhyea-
dc.contributor.authorVanvimolAmpunan-
dc.date.accessioned2017-07-14T03:19:41Z-
dc.date.available2017-07-14T03:19:41Z-
dc.date.issued2015-08-
dc.identifier.other000000053284-
dc.identifier.urihttps://hdl.handle.net/10371/123495-
dc.description학위논문 (석사)-- 서울대학교 대학원 : 에너지시스템공학부, 2015. 8. ChungEunhyea.-
dc.description.abstractRemoval of phosphorus in wastewater was performed in lab scale to determine the chemical behaviors of orthophosphate and total phosphorus. Firstly, coagulation/precipitation test was conducted for wastewater which was collected after a secondary treatment process at a wastewater treatment plant. Alum and Ferric chloride were used as coagulants in different mole ratio concentrations which are 1:1, 2:1 and 3:1 (Al or Fe : P). Orthophosphate and total phosphorus concentration were analyzed to identify their chemical behaviors. Results indicate that the removal of phosphorus species is influenced by the concentration of the coagulants and the reactivity of the phosphorus species. It is believed that the reactivity differences between orthophosphate and polyphosphate does not play a significant role in chemical reaction in low concentration of coagulant (1:1). Polyphosphate has greater molecular weight and larger particle size than orthophosphate, therefore, the polyphosphate has higher possibility to participate in chemical reaction with coagulants than the orthophosphate. On the other hand, the reactivity differences might play a significant role in high concentration of coagulants. The orthophosphate which is the most reactive species of phosphorus was dominant in chemical reaction in high mole ratio concentration (2:1 and 3:1).
Adsorption/precipitation column test was conducted by feeding wastewater upward through the column with various sizes of slag (0.5-1 mm, 1-2 mm and 2-4 mm) as absorbent. The effluent samples were collected after up to 100 bed volume for the analysis of orthophosphate and total phosphorus concentrations. According to the results, phosphorus was removed rapidly in the initial phases of the adsorption/precipitation column test and the slag of which size is between 0.5 and 1 mm showed the highest phosphorus removal efficiency. With the coarser sized slag samples, adsorption and precipitation tends to occur less than with the finer sized slag. In addition, during the initial phases, the conditions of the wastewater were appropriate for precipitation in terms of a high pH and a high concentration of cations, such that both orthophosphate and polyphosphate were removed completely by precipitation. However, the proportion of orthophosphate was high in the initial phases and it indicates that the polyphosphate was dominant in adsorption because it has larger particle size than the orthophosphate and, therefore, the polyphosphate was adsorbed on the surface of the slag in initial phases of the experiment more than the orthophosphate. In later phases, the proportion of orthophosphate becomes lower because orthophosphate participated in the adsorption reaction more than in the initial phases, and both orthophosphate and polyphosphate were adsorbed on the surface of slag in later phases.
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dc.description.tableofcontentsChapter 1. Introduction 1

Chapter 2. Theoretical background 6

2.1 Classification of phosphorus species 6
2.2 Phosphorus removal from wastewater 7
2.3 Use of steel slag in phosphorus removal 12
2.3.1 Steel slag 12
2.3.2 Phosphorus removal mechanism 13

Chapter 3. Materials and Methods 15

3.1 Coagulation/precipitation test 15
3.1.1 Sample preparation 15
3.1.2 Apparatus and chemicals 17
3.1.3 Analytical procedure 18

3.2 Adsorption/precipitation column test 19
3.2.1 Sample preparation 19
3.2.2 Kinetic batch test 22
3.2.3 Column tests experiment 22
3.2.4 Apparatus and chemicals 24
3.2.5 Analytical procedure 24

Chapter 4. Result and Discussion 25

4.1 Coagulation/precipitation test 25
4.1.1 Basic characteristics of wastewater 25
4.1.2 Phosphorus removal efficiency 28
4.1.3 Orthophosphate and total phosphorus analysis 29
4.1.4 The comparison between lab scale experiment and real wastewater treatment plant process 35
4.2 Adsorption/precipitation column test 37
4.2.1 Phosphorus adsorption/precipitation kinetics 37
4.2.2 Basic characteristics of wastewater 42
4.2.3 Phosphorus removal efficiency 49
4.2.4 Orthophosphate and total phosphorus analysis 51

Chapter 5. Conclusion 60

References 63

초록 69
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dc.formatapplication/pdf-
dc.format.extent2278302 bytes-
dc.format.mediumapplication/pdf-
dc.language.isoen-
dc.publisher서울대학교 대학원-
dc.subjectphosphorus removal-
dc.subjectorthophosphate-
dc.subjectcoagulation-
dc.subjectadsorption-
dc.subjectprecipitation-
dc.subjectslag-
dc.subject.ddc622-
dc.titleChemical behavior of orthophosphate and total phosphorus in phosphorus removal process-
dc.title.alternative인 제거 공정에서 오르토 인과 총 인의 화학적 거동 연구-
dc.typeThesis-
dc.contributor.AlternativeAuthor반비몰암푸난-
dc.description.degreeMaster-
dc.citation.pages70-
dc.contributor.affiliation공과대학 에너지시스템공학부-
dc.date.awarded2015-08-
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