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무동력 역세척이 가능한 중력식 저압 막여과 공정

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Alternative Title
A low pressure gravity-driven membrane filtration process with non-powered backwash
Abstract
Gravity-driven membrane filtration refers to a low-pressure membrane filtration method that operates using natural head as operating energy. Unlike the membrane filtration that uses a pump as the driving force, the existing gravity-driven membrane filtration is characterized in that only filtration is performed without backwashing. Therefore, as the operation progresses, the production water quantity decreases compared to the initial filtered water quantity due to contamination, and the operation is performed while maintaining the filtration flux in a low range. The present, we developed a gravity-driven membrane filtration process that enables backwashing of power-type membrane filtration using natural head like gravity-driven membrane filtration. In order to confirm that backwashing is possible only with natural head, an experiment was conducted to confirm that the filtration and backwash fluxes are the same regardless of the incoming direction of the hollow fiber membrane under the same head level conditions. The experiment was conducted by configuring the device up to 2 m, which is the maximum head level that can be secured on the lab scale experimental device, and it was confirmed that the filtration and backwash fluxes were the same at the same head level. A long-term non-powered backwash experiment was conducted under various conditions depending on the backwash head level, water quality, and arrangement of membrane modules. As a result of the experiment, assuming that the same amount of backwash water is used for backwashing, it was efficient to proceed with a high backwash flux in a short time and to arrange the membrane vertically. In the conventional gravity-driven membrane filtration method, the starting filtration flux of 25 LMH was reduced to about 6.1 LMH after 100 hours of operation, while the process of this study maintained 21.2 LMH compared to the same filtration flux and operating time. If this process is applied, the flux reduction can be delayed. Even if it is driven with the same mechanism as the powered membrane filtration, it is possible with little energy.
Author(s)
김동건
Issued Date
2022
Awarded Date
2022. 2
Type
Dissertation
Keyword
막여과 중력식 막여과 정밀여과 역세척 화학세척
Publisher
부경대학교
URI
https://repository.pknu.ac.kr:8443/handle/2021.oak/24258
http://pknu.dcollection.net/common/orgView/200000605027
Affiliation
부경대학교 대학원
Department
대학원 토목공학과
Advisor
김수한
Table Of Contents
제1장 서론 1
1.1 연구배경 1
1.2 기본 가설 설정 3
1.3 연구내용 3

제2장 문헌연구 4
2.1 막여과 공정 4
2.1.1 개요 4
2.1.2 막여과의 기본 개념 8
2.1.3 파울링 15
2.2 중력식 막여과 20
2.2.1 개요 20
2.2.2 중력식 막여과의 선행연구 사례 20

제3장 연구방법 27
3.1 연구 개요 27
3.2 연구 방법 28
3.2.1 실험 장치 구축 28
3.2.2 실험 방법 41

제4장 연구 결과 44
4.1 동일 수두에 대한 여과 및 역세 플럭스 확인 44
4.1.1 다우 막모듈 비교 실험 44
4.1.2 코오롱 막모듈 비교 실험 47
4.2 랩스케일 실험을 통한 무동력 역세척 장기운전 실험 50
4.2.1 다우 막모듈 장기운전 50
4.2.2 코오롱 막모듈 장기운전 52
4.2.3 운전 조건에 따른 플럭스 유지 55
4.3 화학세척 회복률 확인 60

제5장 결론 62
5.1 연구 결과 요약 62
5.2 향후 연구 내용 64


참고문헌 65
Degree
Master
Appears in Collections:
산업대학원 > 토목공학과
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