참고문헌
- 국가수자원관리종합정보시스템(2010). http://www.wamis.go.kr/.
- 국립환경과학원(2007). 대청호 조류상습 발생수역이 본류 수질에 미치는 영향분석(I).
- 김범철, 박주현, 허우명, 임병진, 황길순, 최광순, 최종수(2001). 국내 주요 호수의 육수학적 조사(4): 주암호. Korean J. Limnol., 34(1), pp. 30-44.
- 서동일(1998). 대청호의 성층현상에 의한 부양양화 특성과 수질관리 방안에 관한 연구. 대한환경공학회지, 20(9), pp. 1219-1234.
- 정세웅(2004). 성층화된 저수지로 유입하는 탁류의 공간분포 특성 및 연직 2차원 모델링. 대한환경공학회지, 26(9), pp. 970-978.
- 정세웅, 오정국, 고익환(2005). CE-QUAL-W2를 이용한 저수지 탁수의 시공간분포 모의. 한국수자원학회지, 38(8), pp. 655-664.
- 한국수자원공사(2007). 댐운영 실무편람.
- 환경부(2007). 수질오염공정시험방법.
- Ambrose, R. B., Wool, T. A., and Martin, J. L. (1993). The Water Quality Analysis Simulation Program, WASP5. U.S. EPA.
- Antenucci, J. and Imerito, A. (2003). The CWR Dynamic Reservoir Simulation Model DYRESM. User Manualand Science Manual. Center for Water Research, University of Western Australia.
- APHA, AWWA, WEF (1998). Standard Methods for the Examination of Water and Wastewater. 20th ed., American Public Health Association, Washington, DC, USA.
- Botelho, D. A. and Imberger, J. (2007). Dissolved-oxygen response to wind-inflow interactions in a stratified reservoir. Limnol. Oceanogr., 52, pp. 2027-2052. https://doi.org/10.4319/lo.2007.52.5.2027
- Cerco, C. F. and Cole, T. (1993). Three Dimensional Eutrophication Model of Chesapeake Bay. Journal of Environmental Engineering, 119(6), pp. 1006-1022. https://doi.org/10.1061/(ASCE)0733-9372(1993)119:6(1006)
- Chapra, S. C. (1997). Surface Water-Quality Modeling, McGraw- Hill Inc., New York.
- Chung, S. W., Hipsey, M. R., and Imberger, J. (2009). Modelling the propagation of turbid density inflows into a stratified lake: Daecheong Reservoir, Korea. Environmental Modeling and Software, 24, pp. 1462-1482.
- Chung, S. W., Lee, H. S., and Jung, Y. R. (2008). The Effect of Hydrodynamic Flow Regimes on the Algal Bloom in a Monomictic Reservoir. Water Science and Technology, 58(6), pp. 1291-1298. https://doi.org/10.2166/wst.2008.482
- Cole, T. M. and Buchak, E. M. (1995). CE-QUAL-W2: A Two-dimensional, Laterally Averaged, Hydrodynamic and Water Quality Model, User's Manual. U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS.
- 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, U.S. Army Corps of Engineers.
- Dyson, M., Bergkamp, G., and Scanlon, J. (2003). Flow. The Essentials of Environmental Flows. IUCN, Gland, Switzerland and Cambridge, UK.
- Environmental Laboratory (1995). CE-QUAL-R1: A Numerical One Dimensional Model of Reservoir Water Quality; User's Manual. Instruction Report E-82-1 (Revised Edition), US Army Engineer Waterways Experiment Station, Vicksburg, MS, USA.
- Environmental Modeling Research Laboratory (2000). SMS (Surfacewater Modeling System) RMA-2 Version 4.3 User's Manual. Brigham Young University.
- Ford, D. E. and Johnson, L. S. (1986). An Assessment of Reservoir Mixing Processes. Technical Report E-86-7, U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS, USA.
- Hamrick, J. M. (1992). A Three Dimensional Environmental Fluid Dynamics Computer Code: Theoretical and Computational Aspects. Special report, The college of William and Mary, Virginia institute of marine science, Glouceslter point, VA.
- Hipsey, M. R., Antenucci, J. P., Brooker, J. D., Burch, M. D., Regel, R. H., and Linden, L. (2004). A three dimensional model of Cryptosporidium dynamics in lakes and reservoirs: a new tool for risk management. IntL. Journal River Basin Management, 2(3), pp. 1-17.
- Hodges, B. R. and Dallimore, C. (2006). Estuary, Lake and Coastal Ocean Model: ELCOM. Users Guide, Centre for Water Research, University of Western Australia technical Publication.
- Kennedy, R. H., Thornton, K. W., and Gunkel, R. C. (1982). The establishment of water quality gradients in reservoirs. Can. Water Resour., 7, pp. 71-87. https://doi.org/10.4296/cwrj0701071
- Lind, O. T., Terrell, T. T., and Kimmel, B. L. (1993). Problems in reservoir trophic-state classification and implications for reservoir management. Dev. Hydrobiol., 77, pp. 57-67.
- Martin, J. L. and McCutcheon, S. C. (1999). Hydrodynamics and Transport for Water Quality Modeling. CRC Press, Inc.
- Schmalz, R. A. (1985). User Guide for WIFM-SAL:a Two Dimensional, Vertically Intergrated, Time Varying Estuarine Transport Model. Instruction Report EL-85-1, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS.
- Simek, K., Armengol J., Comerma M., Garcia, J. C., Kojecka, P., Nedoma, J., and Hejzlar, J. (2001). Changes in the eplimnetic bacterial community composition, production, and protistinduced mortality along the longitudinal axis of a highly eutrophic reservoir. Microb. Ecol., 42, pp. 359-371. https://doi.org/10.1007/s00248-001-0014-z
- Swain, A. and Bird, S. (1987). Lower Green Bay Hydrodynamic and Mass Transport Numerical Modeling Study. Miscellaneous Paper CERC-87-19, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS.
- 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
- Thomas, W. A. and McAnally, W. H. (1985). User's Manual for the Generalized Computer System: Open Channel Flow and Sedimentation; TABS_2. Main Text, Instruction Report HL-85-1, U.S. Army Corps of Engineers Waterways Experiment Station, Vicksburg, MS.
- Wallace, B. B. and Hamilton, D. P. (2000). Simulation of water-bloom formation in the cyanobacterium Microcystis aeruginosa. Journal of Plankton Research, 22(6), pp. 1127-1138. https://doi.org/10.1093/plankt/22.6.1127