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발전방류구 위치변화에 따른 저수지내 탁수변화 -대청댐을 대상으로-

Effect of Hydroelectric Power Plant Discharge on the Turbidity Distribution in Dae-Cheong Dam Reservoir

  • Seo, Se-Deok (Department of Urban Engineering, Chungbuk National University) ;
  • Lee, Jae-Yil (Department of Urban Engineering, Chungbuk National University) ;
  • Ha, Sung-Ryong (Department of Urban Engineering, Chungbuk National University)
  • 투고 : 2010.11.30
  • 심사 : 2011.04.14
  • 발행 : 2011.04.30

초록

In the study, CE-QUAL-W2 was used and its examination and correction were conducted targeting 2001 and 2003 when the condition of rainfall was contradicted. Using the proved model in 2003, a scenario was implemented with management of locations for dewatering outlets and actual data for dam management in 1987 when inflow and outflow level were almost same. In case of the scenario which the location of dewatering outlets was 5m higher than usual location, exclusion efficiency for turbid water inflow at the beginning of precipitation was good. In case of the scenario which the location of dewatering outlets was 10m lower than usual location, exclusion efficiency for excluding turbid water remained in a reservoir after the end of precipitation. However, the scenario applying dam management data in 1987, exclusion efficiency was relatively low. In the scenario, power-generating water release spot at EL.57m for first four days after the beginning of precipitation, EL.52m for 5th to 8th and EL.42m from 9th days. An analysis of the scenario reveals that both excessive days exceeded 30 NTU and average turbidity levels were decreased comparing before and after the alteration on outlets. The average turbidity levels were decreased by minimum of 55% to maximum of 70% and 30NTU exceeding days were decreased by 45 days at maximum. Also, since it could exclude most of turbid water in a reservoir before the destatifcation, the risk for turbid water evenly distributed in a reservoir along with turn-over could be decreased as well.

키워드

과제정보

연구 과제 주관 기관 : 충북대학교

참고문헌

  1. 건설교통부, 지역적 설계 강우의 시간적 분포, 수자원관리기법 개발연구조사보고서, 2000.
  2. 김정진, 정용식, 김정곤, 이상욱, 김영훈, 강우 강도에 따른 임하댐 및 안동댐 유입하천의 탁도 변화와 탁도유발물질의 광물학적 특성 연구, 한국광물학회지, 20(3), 213-222, 2007.
  3. 박정은, 연속적 댐이 하류 하천의 수온 변화에 미치는 영향 예측을 위한 모델 연구, 박사학위논문, 이화여자대학교, 2006.
  4. 안광국, 양우미, 금강 수계의 수질 특성, 하국하천호수학회지, 40(1), 110-120, 2007.
  5. 오정국, 강우시 유입하는 대청호 탁수의 수리 수질 특성 및 시공간분포 수치모델링, 석사학위논문, 충북대학교, 2006.
  6. 이상욱, 김정곤, 노준우, 고익환, CE-QUAL-W2 모델을 이용한 이하호 선택배제시설의 효과분석, 한국물환경학회지, 23(2), 228-235, 2007.
  7. 한국수자원공사, 다목적댐(소양강댐 등 4개댐) 탁수 저감방안 수립용역 보고서(대청댐), 2007.
  8. 한국수자원공사, 소양강댐 선택취소설비 개선공사 기본 및 실시설계 탁수거동분석 및 실험보고서, 2009.
  9. An, K. G. and jones, J. R. Factor Regulating Bluegreen Dominance in a reservoir Directly Influenced by the Asian Monsoon, Hydrobiologia, 432, 37-48, 2000. https://doi.org/10.1023/A:1004077220519
  10. Chung, S. W. and Kim, J. H., Development of Water Quality Models for Supporting NH3-N Control in a Dam Regulated River, Water Sci. & Tech., 52(12), 83-90, 2004.
  11. Michael L.S., Steven, C.W., and Laurin, I.Y., A One-Dimensional Reservoir Selective Withdrawal Model Spreadsheet, U.S. Army Engineer Research and Development Center, Vicksburg, MS, ERDC/EL SR-4-1