메뉴 건너뛰기
.. 내서재 .. 알림
소속 기관/학교 인증
인증하면 논문, 학술자료 등을  무료로 열람할 수 있어요.
한국대학교, 누리자동차, 시립도서관 등 나의 기관을 확인해보세요
(국내 대학 90% 이상 구독 중)
로그인 회원가입 고객센터 ENG
주제분류

추천
검색

논문 기본 정보

자료유형
학위논문
저자정보

구동현, 박노석 (경상대학교, 경상대학교 대학원)

발행연도
2021
저작권
경상대학교 논문은 저작권에 의해 보호받습니다.

이용수8

표지
AI에게 요청하기
추천
검색

이 논문의 연구 히스토리 (2)

초록· 키워드

오류제보하기
Objectives : In this study, a adjusted sewage & wastewater treatment capacity-required area estimation methodology was proposed through various data analysis for the required area of domestic sewage & wastewater treatment, the occupancy ratio of each sub facility, and the treatment processing method. In addition, the reduction rate of the required area according to the application of the adjustment methodology presented in this study was evaluated quantitatively by comparing the actual area with the expected area.
Methods : Statistical analysis was performed by collecting 654 data of more than 500 ㎥/day of treatment capacity in domestic sewage & wastewater treatment facilities. The 33 sewage & wastewater treatment facilities constructed by the public corporation sample groups were divided into functional areas and analyzed for occupancy rates by each facility.
Results and Discussion : A capacity-required area regression model was developed for the collected each samples. As a result, the distributions of the regression model were divided into two clusters according to the analysis sample differences. It was analyzed that the estimated required area using the local government sample group was estimated to be relatively higher than the public corporation sample group. In this study, a adjusted capacity-required area model based on regression model derived from public corporation sample was proposed by considering green site ratio and treatment processing methods in sewage & wastewater treatment plant. The results are as follows: ( : conversion factor for green site ratio, : conversion factor for treatment processing method).
Conclusions : Recently, the wastewater treatment facilities have been in decentralization and small scale, and the introduction of the advanced treatment method that requires a relatively small area such as MBR or SBR has been accelerating. Consequently, it could be expected that the methodology proposed in this study will save about 50 ~ 60% of the required area for wastewater treatment facilities.

목차

Ⅰ. 서 론 1
1. 연구 배경 및 목적 1
Ⅱ. 연구 방법 3
1. 자료 취득 3
2. 기존 하·폐수처리시설 처리용량-소요면적 관계식 검토 3
3. 통계분석 방법 6
Ⅲ. 실험 결과 7
1. 처리용량-소요면적 관계식 도출 및 분석 7
2. 처리용량-소요면적 관계식 최적화 방안 10
1) 녹지부지 환산계수(α)의 정의 및 효과 분석 11
2) 처리공법 환산계수(β)의 정의 및 효과 분석 14
3) 처리용량-소요면적 관계식 최적화에 따른 효과 분석 15
Ⅳ. 결 론 18
참고문헌 20
참고자료 22

최근 본 자료

전체보기

댓글(0)

0