PUKYONG

하수처리장 통합모델 (Pukyong plant-wide model No.1)에 관한 연구

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Abstract
A present existing modelling of wastewater treatment plant mainly has constituted sewage treatment process modelling.. Under these modelling, there were a great gap between the results of modelling and real operation due to excluding the sludge loading. Therefore, for easy-application of the field, it is desirable to develop optimal model which integrated activated sludge and anaerobic digestion model.
This study present the results of the work carried out PKPWM1 (PuKyong Plant Wide Model No.1). This model is based on a new concept for dynamic simulation of wastewater treatment plants. The methodology is based on biological treatment. A sensitivity analysis was performed to determine the key parameters of the model.
Results of this study are,
1. This study present Peterson's matrix of PKPWM1 that is not existing the ASM and the ADM simple connection and intergrated and not complex.
2. Regrssion model is presented by using multi regression method physical model like settling tank and thickener tank.
3. Thks study present aqusim program that modelling whole process in WWTP. In this aquasim program have a convenience that can simulate a variety of biological nitrogen remove processes such as conventional activated sludge, MLE, A2O, A/O, UCT, VIP process and ease.
4. PKPWM1 of parameter sensitivity analysis as a priority bH, μH, μA chose 18 parameters, such as the 2006 Southern Sewage Treatment Plant material parameters were estimated.
The BOD measured value and the calculated value of the degree of error, RMSE is 4 mg / L, COD is 1.4 mg / L, SS is 1.1 mg / L, TN is 2.2 mg / L and TP is 0.28 mg / L. Results of the 2007 simulation ​​were similar to 2006 RMSE.
Author(s)
정창욱
Issued Date
2013
Awarded Date
2013. 2
Type
Dissertation
Publisher
부경대학교
URI
https://repository.pknu.ac.kr:8443/handle/2021.oak/24998
http://pknu.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000001966377
Affiliation
부경대학교 대학원
Department
대학원 환경공학과
Advisor
이병헌
Table Of Contents
제 1 장 서론 1

제 2 장 문헌연구 3
2.1 활성슬러지모델 3
2.1.1 과거모델 3
2.1.1.1 Blackwell (1971) 3
2.1.1.2. Jacquart et al (1972) 5
2.1.1.3 Busby and Andrews (1975) 7
2.1.1.4 Marais and Ekama (1976) 9
2.1.1.5 Ekama and Marais (1979) 11
2.1.1.6 Clifft and Andrews (1981) 13
2.1.1.7 Dold, Ekama and Marais (1980) 15
2.1.2 ASM 17
2.1.2.1 ASM1 19
2.1.2.2 ASM2,2d 22
2.1.2.3 ASM3 23
2.2 소화슬러지모델(ADM) 28
2.3 시뮬레이터 39

제 3 장 연구방법 40
3.1 대상 하수처리장 자료 40
3.2 유입수 성상 분류 44
3.2.1 STOWA 분류법에 의한 유입수 유기물 분율의 특성 46
3.3 모델 시뮬레이터 47
3.4 모델 개발 48
3.4.1 모델상의 성분 48
3.4.1.1. 용해성 성분의 정의 48
3.4.1.2. 입자성 성분의 정의 50
3.4.1.3. 모델의 화학양론 52
3.4.1.4. 모델의 compartment 52
3.4.2 침전지 모델 53
제 4 장 결과 및 고찰 54
4.1 유입수 분율 산정 54
4.2 PKPWM1의 매트릭스 55
4.3 침전지 모델 67
4.4 모델 민감도 분석 72
4.5 모델 매개변수 추정 75
4.6 모델 매개변수 검정 82
4.7 모델의 compartment 87

제 5 장 결론 93

참고문헌 94
부록 104
Degree
Doctor
Appears in Collections:
대학원 > 환경공학과
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