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논문 기본 정보

자료유형
학위논문
저자정보

김희준 (전북대학교, 전북대학교 일반대학원)

지도교수
원찬희
발행연도
2018
저작권
전북대학교 논문은 저작권에 의해 보호받습니다.

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이 논문의 연구 히스토리 (3)

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The purpose of this study is to inform knowledge of GD-NTP process using Non-temperature plasma among advanced oxidation processes (AOP) using generated influent from public sewage treatment plant. Two independent variables were set for environmental variable and efficiency, and then temperature and time were specified. We then investigated the treatment efficiency of these two independent variables and examined the optimal conditions for treatment efficiency. To find the optimal conditions, the study plan was expressed using a central composite experimental design (CCD). Therefore, in this study, OH radicals generated in the GD-NTP process are examined in terms of the time and temperature conditions in the CCD test method. Based on the results optimal conditions for the removal rate of organic materials are suggested. Experiments have been carried out to estimate the decomposition rate k based on the assumption that high decomposition rates will lead to high decomposition efficiency. In case of TCOD, 40 ℃ and 4 hour points were analyzed as optimal points and the correlation of time was more significant than correlation of temperature. In the case of TSS, 40 ° C and 4 hours, as TCOD, were analyzed to be optimal points, and the significance of the correlation between the square of the temperature and the square of the time was more complex than the effect of temperature and time. In the case of T-N, the optimal combination of 68 ° C and 4-hour points was analyzed. Significant correlation between temperature, time and time of time and time.

목차

Chapter 1. Introduction 1
Chapter 2. Theoretical background 3
2.1. Technical Overview - Advanced Oxidation Process, AOP 3
2.2. Reaction and kind of radicalals 4
Chapter 3. Materials and Methods 9
3.1. Indirect confirmation of radical formation through N,N-Dimethyl-4-nitrosoaniline(RNO) 9
3.2. Characteristics of wastewater 10
3.3. Experimental Set-up of the GD-NTP 10
3.4. Operating procedures of GD-NTP 11
3.5. Experimental Design : Central composite experimental design(CCD) 13
3.6. Statistical analyses and regressions 16
3.7. Analytical methods 16
Chapter 4. Results and Discussion 17
4.1. Research hypotheses and considerations 17
4.2. Results and discussion of water pollution category 17
4.2.1. Water pollution category : COD and TSS 17
4.2.2. Water pollution category : T-N and T-P 19
4.2.3. Water pollution category : pH and Conductivity 20
4.3. Optimization of water pollution category by Central Composition Design 21
4.3.1 Optimization of water pollution category : TCOD 22
4.3.2 Optimization of water pollution category : TSS 23
4.3.3 Optimization of water pollution category : T-N 25
Chapter 5. Conclusion 28
References 29

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