건설 예정인 댐에서 유역유출과 취수형태에 따른 탁수의 거동 예측
Simulation of Turbid Water According to Watershed Runoff and Withdrawal Type in a Constructing Reservoir
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Watershed runoff and turbid water dynamics were simulated in the Youngju Dam, being constructed. The runoff flow and suspended solids were simulated and then thermal stratification and turbid water current in the reservoir were predicted by HSPF and CE-QUALW2model, respectively. Considering selective withdrawal, we hypothesized 3 withdrawal types from the dam, i.e. surface layer, middle layer and the lowest layer. The maximum concentration of SS was 400mg/L in reservoir and it was decreased by the withdrawal. The inflowed turbid water fell to 30 NTU after 12 days regardless of the withdrawal types, but the surface layer withdrawal was a better type at turbid water discharge than the others. In current environmental impact assessment(EIA), we concluded that runoff and reservoir water quality predicted by HSPF and CE-QUAL-W2 was desirable, and appropriate parameters were selected by continous monitoring after EIA.
Abstract
Watershed runoff and turbid water dynamics were simulated in the Youngju Dam, being constructed. The runoff flow and suspended solids were simulated and then thermal stratification and turbid water current in the reservoir were predicted by HSPF and CE-QUALW2model, respectively. Considering selective withdrawal, we hypothesized 3 withdrawal types from the dam, i.e. surface layer, middle layer and the lowest layer. The maximum concentration of SS was 400mg/L in reservoir and it was decreased by the withdrawal. The inflowed turbid water fell to 30 NTU after 12 days regardless of the withdrawal types, but the surface layer withdrawal was a better type at turbid water discharge than the others. In current environmental impact assessment(EIA), we concluded that runoff and reservoir water quality predicted by HSPF and CE-QUAL-W2 was desirable, and appropriate parameters were selected by continous monitoring after EIA.
참고문헌 (15)
- 김만식, "대청다목적댐 저수지의 부영양화 예측", 환경관리학회지, 5(2), pp.261~269 (1999)
- 김윤희, "2차원 수리 수질모델 (CE-QUAL-W2) 을 이용한 소양호 수온 성층형상과 홍수기 밀도류 이동 현상의 모델링", 상하수도학회지, 15(1), pp.40~49 (2001), 대한상하수도학회
- 박윤식, "임하댐 유역의 유사 거동 모의를 위한 SWAT 모델의 적용성 평가", 한국물환경학회지, 23(4), pp.467~473 (2007), 한국물환경학회
- 서동일, "EUTRO5를 이용한 시화호 수질모델 보정 및 검증", 대한환경공학회지, 23(1), pp.131~139 (2001)
- 신재기, "표층수를 방류하는 저수지(용담호)에서 몬순 탁수환경의 공간적 해석", 한국물환경학회지, 22(5), pp.933~942 (2006), 한국물환경학회
- 이상욱, "CE-QUAL-W2 모델을 이용한 임하호 선택배제시설의 효과분석", 한국물환경학회지, 23(2), pp.228~235 (2007), 한국물환경학회
- 정세웅, "성층화된 저수지로 유입하는 탁류의 공간분포 특성 및 연직 2차원 모델링", 대한환경공학회지, 26(9), pp.970~978 (2004), 대한환경공학회
- 정세웅, "대청호 부영양화 모의를 위한 CE-QUAL-W2 모델의 적용", 한국물환경학회지, 23(1), pp.52~63 (2007), 한국물환경학회
- 정은성, "HSPF 모형을 이용한 안양천 유역의 물순환 건전화 대안기술 효과분석", 한국물환경학회지, 23(6), pp.973~984 (2007), 한국물환경학회
- 영주(송리원)다목적댐 이상 탁수 발생 가능성 조사 자문결과보고서, "한국수자원공사", 82~ (2006)
- 한국수자원공사, "영주다목적댐 건설사업 환경영향평가서", pp.1435~ (2009)
- 환경부, "환경영향평가법(전부개정 2008.3.28, 법률 제9037호)", ~, pp.지침서 (2008)
- 황상구, "안동 임하댐 유역의 지질과 임하호 고탁수의 원인", 자원환경지질, 39(6), pp.771~786 (2006), 대한자원환경지질학회
- Bicknell, B. R., "Hydrologic Simulation Program-Fortran (HSPF) User’s Manual for Version 12", U.S. Environmental Protection Agency, National Exposure Research Laboratory, ~, pp.지침서 (2001)
- CE-QUALW2: A two dimensional, Laterally averaged, Hydrodynamic and Water quality Model, Version 3.2 user’s manual, "Cole, T.", U.S Army Engineer Waterways Experiment Station, ~, pp.Instruction report EL-95-1 (2003)
