대청호 수류차단막 설치 위치에 따른 녹조제어 효과 분석

Analysis the Effects of Curtain Weir on the Control of Algal Bloom according to Installation Location in Daecheong Reservoir

  • Lee, Heung Soo (Department of Environmental Engineering, Chungbuk National University) ;
  • Chung, Se Woong (Department of Environmental Engineering, Chungbuk National University) ;
  • Jeong, Hee Young (Department of Environmental Engineering, Chungbuk National University) ;
  • Min, Byeong Hwan (Korea Water Resources Corporation)
  • 투고 : 2009.08.31
  • 심사 : 2010.02.18
  • 발행 : 2010.03.30

초록

The objective of study was to determine an optimal location of a float-type curtain weir in Daecheong Reservoir and to assess its effectiveness for the control of algal blooms in the reservoir. CE-QUAL-W2, a laterally averaged two-dimensional hydrodynamic and eutrophication model, was modified to accommodate vertical displacement of the weir according to water surface fluctuation and applied to simulate the reservoir hydrodynamics and water quality changes for the reservoir. The model calibrated in a previous study was updated and validated for different hydrological conditions representing drought year (2008) and normal year (2006) for the study, and adequately simulated the temporal and spatial variations of water temperature, nutrients and algal (Chl-a) concentrations. The effectiveness of curtain weir on the control of algal bloom was evaluated by applying the validated model to 2001 and 2006 assuming 9 scenarios for different installation locations. The reduction rates of algal concentration were placed in the range of 11.2~40.3% and 20.3~56.7% for 2001 and 2006, respectively. Although, the performance of curtain weir was slightly varied for different locations and different hydrological years, overall, the performance was improved as the weir was installed further downstream.

키워드

참고문헌

  1. 국가수자원관리종합시스템(2009). http://www.wamis.go.kr/.
  2. 국립환경과학원(2005). 대청호 수질 및 조류발생 실태조사.
  3. 국립환경과학원(2007). 2007년 대청호 조류예보제 시행결과.
  4. 국립환경연구원(2003). 금강수계 상수원 수질조사.
  5. 김범철, 박주현, 허우명, 임병진, 황길순, 최광순, 최종수(2001). 국내 주요 호수의 육수학적 조사(4): 주암호. Korean J. Limnol., 34(1). pp. 30-44.
  6. 김유경, 정세웅, 이흥수, 정용락(2007). 부상웨어 설치에 따른 대청호 조류 성장 억제 효과 수치모의. 수질보전 한국물환경학회지, 23(5), 581-590.
  7. 김윤희(1998). 홍수시 소양호에서 중층탁수의 이동 및 영향에 관한 연구. 석사학위논문, 강원대학교.
  8. 나은경, 신경숙, 정제헌, 강호(2003). 전자선조사를 이용한 부영양화 호수의 조류제어에 관한 연구. 대한환경공학회지, 25(11), pp. 1368-1374.
  9. 서동일(1998). 대청호의 성층현상에 의한 부영양화 특성과 수질관리 방안에 관한 연구. 대한환경공학회지, 20(9), pp. 1219-1234.
  10. 정세웅, 박재호, 김유경, 윤성완(2007). 대청호 부영양화 모의를 위한 CE-QUAL-W2 모델의 적용. 수질보전 한국물환경학회지. 23(1), pp. 52-63.
  11. 정세웅, 오정국(2006). 대청호 상류 하천에서 강우시 하천 수온 변동 특성 및 예측 모형 개발. 한국수자원학회지, 39(1), pp. 79-88.
  12. 정세웅, 오정국, 고익환(2005). CE-QUAL-W2 모형을 이용한 저수지 탁수의 시공간분포 모의. 한국수자원학회논문집, 38(8),pp. 655-664.
  13. 천세억, 이재안, 이재정, 유영복, 방규철, 이열재(2006). 대청호 유입유량 변동과 수질 및 조류증식의 관계. 수질보전 한국물환경학회지, 22(2), pp. 342-348.
  14. 한국수자원공사(2006). 대청댐 퇴사량측정보고서.
  15. 한국수자원공사(2007a). 댐운영 실무편람.
  16. 한국수자원공사(2007b). 하천-저수지시스템에서 녹조발생기작 및 저감기술연구 (1차년도).
  17. 허경미(2001). 대형 인공호의 수리수문학적 변화에 대한 호수수질 모델 비교 연구. 석사학위논문, 이화여자대학교.
  18. Asaeda, T., Pham, H. S., Priyantha, D. G., Manatunge, J., and Hocking, G. C. (2001). Control of algal blooms in reservoirs with a curtain: a numerical analysis. Ecological Engineering, 14, pp. 395-404.
  19. Asaeda, T., Priyantha, D. G., Saitoh, S., and Gotoh, K. (1996). A new technique for controlling algal blooms in the withdrawal zone of reservoirs using vertical curtains. Ecological Engineering, 7, pp. 95-104. https://doi.org/10.1016/0925-8574(96)00002-X
  20. Chung, S. W. and Gu, R. (1998). Two-dimensional simulations of contaminant currents in stratified reservoir. J. Hydr. Eng., 124(7), pp. 704-711. https://doi.org/10.1061/(ASCE)0733-9429(1998)124:7(704)
  21. Cole, T. M. and Buchak, E. M. (1995). CE-QUAL-W2: A Two-dimensional, Laterally Averaged, Hydrodynamic and Water Qualify Model, User's Manual, U. S. Army Engineers Waterways Experiment Station, Vicksburg, MS.
  22. Cole. T. M. and Tillman, D. H. (1999). Water Quality Modeling of Lake Monroe Using CE-QUAL-W2, Miscellaneous Paper EL-99-1.
  23. Cole, T. M. and Tillman, D. H. (2001). Water Quality Modeling of Allatoona and West Point Reservoirs Using CE-QUAL-W2, U.S. Army Corps of Engineers.
  24. Cole, T. M. and Wells, S. A. (2004). CE-QUAL- W2: A Two Dimensional, Laterally Averaged, Hydrodynamic and Water Quality Model. Version 3.2 User Manual, Instruction Report EL-03-J, U.S. Army Corps of Engineers. USA.
  25. Dyson, M., Bergkamp, G., and Scanlon, J. (2003). Flow: The Essentials of Environmental Flows. IUCN, Gland, Switzerland and Cambridge, UK.
  26. Morillo, S., Imberger, L, and Antenucci, J. (2006). Modifying the residence time and dilution capacity of a reservoir by altering internal flow-paths. J. River Basin Management, 4(4), pp. 255-271. https://doi.org/10.1080/15715124.2006.9635295
  27. Tharme, R. E. (2003). A Global Perspective on Environmental Flow Assessment: Emerging Trend in the Development and Application of Environmental Flow Methodologies for Rivers. River Res. Applic, 19, pp. 397-441. https://doi.org/10.1002/rra.736
  28. Thornton, K. W., Kimmel, B. L., and Payne, f. E. (1990). Reservoir Limnology: Ecological Perspectives. A Wiley Interscience Publication, John Wiley and Sons, lnc., New York.
  29. Vermeyen, T. B. (2000). Application of Flexible Curtains to Control Mixing and. Enable Selective Withdrawal in Reservoirs. U.S. Bureau of Reclamation, D-8560, Denver, CO 80225, pp. 457-462.
  30. Vermeyen, T. B. and Knoblauch, H. (2000). Hydraulic Characteristics of a Plunge Zone in Whiskeytown Reservoir, California, U.S. Bureau of Reclamation, D-8560, Denver, CO 80225, pp. 469-474.
  31. Wetzel, R. G. (2001). Limnology: Lake and River Ecosystems. Third Edition. Academic Press, California, pp. 1006.
  32. World Commission on Dams (2000). Dams and Development, Earthscan, London.