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2022 Vol.55, Issue 7 Preview Page

Research Article

31 July 2022. pp. 505-513
Abstract
References
1
Ahn, J., Lee, Y., and Yi, J. (2016). "Improving the water yield capabilities using reservoir emergency storage and water supply adjustment standard.." Journal of Korea Water Resources Association, Vol. 49, No. 12, pp. 1027-1034. 10.3741/JKWRA.2016.49.12.1027
2
Choi, J., Jeong, G., Kang, D., Ahn, J., and Kim, T. (2021). "Classification of hydropower dam in North-han River based on water storage characteristics." Journal of Korea Water Resources Association, Vol. 54, No. 8, pp. 567-576. 10.3741/JKWRA.2021.54.8.567
3
Choi, Y., Lee, E., Ji, J., and Yi, J. (2020). "Water yield evaluation of a reservoir system based on a deficit supply in the Han river basin." Journal of the Korean Society of Civil Engineers, Vol. 40, No. 5, pp. 477-484.
4
Jeong, G., Choi, S., and Kang, D. (2019). "Development and application of hydro-economic optimal water allocation and management model." Journal of Korea Water Resources Association, Vol. 52, No. 10, pp. 707-718. 10.3741/JKWRA.2019.52.10.707
5
K-water (2012). Study on designed water yield evaluation of water resources system, Research Report, KIWE-WR-12.
6
Lee, D.H., Choi, C.W., Yu, M.S., and Yi, J.E. (2012). "Reevaluation of multi-purpose reservoir yield." Journal of Korea Water Resources Association, Vol. 45, No. 4, pp. 361-371. 10.3741/JKWRA.2012.45.4.361
7
Lee, D.R., Moon, J.W., and Choi, S.J. (2014). "Performance evaluation of water supply for a multi-purpose dam by deficit-supply operation." Journal of Korea Water Resources Association, Vol. 47, No. 2, pp. 195-206. 10.3741/JKWRA.2014.47.2.195
8
Ministry of Construction and Traffic (MOCT) and K-water (1997). Reevaluation of existing dams (Han river basin).
9
Ministry of Construction and Traffic (MOCT) and K-water (2010). Reevaluation of existing dams and optimum allocation of the capacity.
10
Ministry of Construction and Traffic (MOCT) and K-water (2011). The national river basin investigation 2011.
11
Ministry of Land, Infrastructure and Transport (MOLIT) and K-water (2016). Efficient utilization of existing water resources.
12
US. Army Corps of Engineers (USACE) (1998). HEC-5, simulation of flood control and conservation systems, user's manual. US Army Corps of Engineers Institute for Water Resources Hydrologic Engineering Center (HEC). Davis, CA, U.S.
13
US. Army Corps of Engineers (USACE) (2021). HEC-ResSim: reservoir system simulation user's manual version 3.3. US Army Corps of Engineers Institute for Water Resources Hydrologic Engineering Center (HEC). CPD-82, Davis, CA, U.S.
14
Vogel, R.M., Sieber, J., Archfield, S.A., Smith, M.P., Apse, C.D., and Huber‐Lee, A. (2007). "Relations among storage, yield, and instream flow." Water Resources Research, Vol. 43, No. 5. 10.1029/2006WR005226
15
Zeraebruk, K.N., Mayabi, A.O., and Gathenya, J.M. (2017). "Assessment of water resources and analysis of safe yield and reliability of surface water reservoirs of asmara water supply system." Environment and Natural Resources Research, Vol. 7, No. 1. 10.5539/enrr.v7n1p45
Information
  • Publisher :KOREA WATER RESOURECES ASSOCIATION
  • Publisher(Ko) :한국수자원학회
  • Journal Title :Journal of Korea Water Resources Association
  • Journal Title(Ko) :한국수자원학회 논문집
  • Volume : 55
  • No :7
  • Pages :505-513
  • Received Date :2022. 05. 15
  • Revised Date :2022. 06. 07
  • Accepted Date : 2022. 06. 08