• 제목/요약/키워드: Seokmun-reservoir Watershed

검색결과 2건 처리시간 0.014초

석문호 유역 오염물질 배출특성 분석 및 수질모델링에 기초한 수질개선방안 연구 (Water Quality Improvement Plans based on the Analysis of Pollutant Discharge Characteristics and Water Quality Modelling of Seokmun Reservoir Watershed)

  • 최무진;정우혁;최재훈;김영일
    • 대한환경공학회지
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    • 제39권10호
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    • pp.581-590
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    • 2017
  • 석문호 수질을 가장 효율적으로 개선하기 위한 최적의 방안을 마련하기 위해 본 연구에서는 지류하천의 수질 및 유량조사, 퇴적물 조사, 오염원 조사, 하천그룹화를 통한 중점관리 대상유역 선정을 포함한 다양한 분석을 수행하였다. 석문호 유역의 주요 지류하천은 대부분 BOD농도는 낮은 반면 COD농도는 높은 경향을 보였으며, 역천, 당진천, 시곡천, 백석천, 진관소하천, 장항소하천 등은 수질항목에 관계없이 수질농도가 높은 경향을 보였다. 석문호 유역 내 오염원은 생활계, 축산계 및 산업계가 대부분으로 지역에 따라 다양하게 분포하는 것으로 조사되었다. 석문호 수질개선을 위해 중점관리 대상하천으로 선정된 당진천, 역천, 백석천, 장항소하천 유역 내 위치하고 있는 오염원의 우선적인 저감이 필요한 것으로 판단된다. 석문호 수질개선을 위한 다양한 시나리오별 수질개선효과를 수질모델을 이용하여 정량적으로 평가한 결과, 유역 내 오염물질 배출량 관리를 위해 공공하수처리시설을 신설 및 증설만 하여도 호소 수질 V등급을 만족하는 것으로 나타났다.

인공습지를 이용한 하구담수호 유입하천수 수질개선 현장실험결과 분석 (Analysis of Field Experimental Data for Water Quality Improvement of Tributary Stream to Estuarine Reservoir Using Constructed Wetland System)

  • 함종화;윤춘경;구원석;김형철;신현범
    • 한국농공학회논문집
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    • 제46권5호
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    • pp.141-153
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    • 2004
  • Wetland system is widely accepted as one of natural water purification systems around the world for nonpoint sources pollution control. Constructed wetlands have become a popular technology for treating contaminated surface and waste water. In this study, the field experiment to reduce nonpoint source pollution loadings from polluted stream waters using wetland system was performed from June 2002 to March 2004. Four wetlands were used and the size of each one was 0.8ha. Water of Dangjin stream flowing into Seokmun estuarine reservoir was pumped into wetlands. Inflow and hydraulic residence time of the system was 500 $m^3$/day∼1,500 $m^3$/day, 2∼5 days, respectively. After 2 year operation, plant-coverage of the wetlauds was about 70% from bare soil surface at initial stage . Average water quality of the influent was $BOD_5$ 4.17 mg/L, TSS 18.45 mg/L, T-N 4.32 mg/L, and T-P 0.30 mg/L. The average removal rate of $BOD_5$, TSS, T-N and T-P during the study period was 5.6%, 46.6%, 45.7%, and 54.8%, respectively. Organic ($BOD_5$) removal rate was low and the reason might be low influent concentration. Wetland removal rate of T-P was about 10% higher than T-N. Performance of the experimental system was compared with existing data base (NADB), and it was within the range of general system performance. Overall, the wetland system was found to be adequate for treating polluted water stream with stable removal efficiency even during the winter period. Most of the nonpoint source pollutions from watershed are transported by streams or ditches, and they could be controled by constructed wetland system before entering the lake or reservoir.