SWMM을 이용한 공업지역에서의 비점오염원 관리 설계 기법
- Alternative Title
- Non-Point Pollutant Sources Management Design Practice in Industrial Ares : Using SWMM
- Abstract
- Ministry of environment has introduced TMDL(Total Maximum Daily Load) for improving Han river’s water quality since 1998. TMDL is quite different to emission concentration regulation. TMDL is to establish target water quality and to control total pollutant loads. To implement TMDL made quality of water management plan to easily set. But quantification of Non-point pollutant is rearing its ugly head because rate of Non-point pollutant in the total pollutant into the river increases by urbanization. Accordingly National Institute of Environmental Research published The Technical Guideline of Water Pollutant Load Management.
But there is problem to formulate water quality control initiative because urban of type of land use in The Technical Guideline of Water Pollutant Load Management was excessively calculated. Also there is not contents about TSS that occupy most of the pollutant.
This study suggest technology guideline about TSS(Non-point pollutant) in industrial areas that is divided from urban and non-point pollutant sources management by using SWMM. This study use observed data at noksan · myeongji national industrial complex in Busan like research data. This research utilizes Matlab-SWMM automatic estimating parameters for improving to assume parameters and analyzes average annual reduction effect about TSS per design WQCB capacity(mm) by using removal efficiency equation of TSS of Non-point pollutant removal detention facility. When to set water quality plan of TMDL in industrial ares, it will be expected to be applied this study result.
- Author(s)
- 심현준
- Issued Date
- 2015
- Awarded Date
- 2015. 2
- Type
- Dissertation
- Publisher
- 부경대학교
- URI
- https://repository.pknu.ac.kr:8443/handle/2021.oak/11926
http://pknu.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000001967545
- Affiliation
- 부경대학교 대학원
- Department
- 대학원 환경공학과
- Advisor
- 김상단
- Table Of Contents
- 목차
1. 서론 1
2. 연구 방법 7
가. 대상 유역 7
나. 연구 자료 9
다. EPA SWMM 모델을 이용한 강우유출량 모의 11
1) 입력자료 및 EPA SWMM 구축 11
2) Matlab-SWMM 자동 매개변수 추정 17
라. EPA SWMM 모델을 이용한 TSS 배출량 모의 24
1) Buildup 24
2) Washoff 26
3) Matlab-SWMM 자동 매개변수 추정 29
마. EPA SWMM 모델을 이용한 비점오염저감 저류시설 설계 32
바. 비점오염저감 저류시설의 TSS 저감 효율 산정 39
1) Pollutant Removal from the Mean Storm Flow Rate 40
2) Long-term Average Pollutant Removal Under Dynamic Conditions 42
3) Long-term Average Pollutant Removal Under Quiescent Conditions 44
4) Combined Removal Under Both Dynamic and Quiescent Conditions 46
사. TSS 삭감대상부하비 매개변수 산정 47
3. 결과 및 고찰 49
가. 강우유출량 분석 49
나. TSS 배출량 분석 55
다. 비점오염저감 저류시설의 TSS 저감 효율 60
라. 비점오염저감 저류시설의 TSS 삭감대상부하비 63
마. 최근 10년 평균 비점오염저감 저류시설의 TSS 저감 효과 분석 68
4. 결론 71
참고문헌 73
- Degree
- Master
-
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- 대학원 > 환경공학과
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