Browse > Article
http://dx.doi.org/10.3741/JKWRA.2012.45.4.361

Reevaluation of Multi-Purpose Reservoir Yield  

Lee, Dong-Hoon (Dept. of Civil & Transportation Engineering., Ajou Univ.)
Choi, Chang-Won (Dept. of Civil & Transportation Engineering., Ajou Univ.)
Yu, Myung-Su (Dept. of Civil & Transportation Engineering., Ajou Univ.)
Yi, Jae-Eung (Div. of Environ., Const. and Trnst., Engineering., Ajou Univ.)
Publication Information
Journal of Korea Water Resources Association / v.45, no.4, 2012 , pp. 361-371 More about this Journal
Abstract
For a basin with existing reservoirs, the necessity of additional water demands has been proposed, as well as a reevaluation of existing reservoir yield has been proposed. The objective of this study is to reevaluate a multipurpose reservoir yield and to assess the possibility of additional water supply according to increase of downstream water demands. Andong and Imha Reservoirs are selected for reevaluation. The standard reservoir operation rule model and the HEC-ResSim model were used for reservoir simulation for 30 years (1979~2008). In this study, water supply reliability was set up as 96.7% and 95.0% with yearly and monthly evaluating unit. In case of 95% water supply reliability with yearly evaluating unit, water supply capability of Andong reservoir was evaluated as 893MCM and water supply capability of Imha reservoir was evaluated as 382MCM, and that results showed that water yields for both reservoirs are less than the original designed yields.
Keywords
firm yield; reliability; water supply safety; water supply capacity; HEC-ResSim;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Adeloye A.J. (2009). "Multiple Linear Regression and Artificial Neural Networks Models for Generalized Reservoir Storage-Yield-Reliability Function for Reservoir Planning." Journal ofHydrologic Engineering, ASCE, Vol. 14, No. 7, pp. 731-738.   DOI   ScienceOn
2 Alexander, G.N. (1962). "The use of the Gamma distribution in estimating regulated output from storages." Civil Engineering Transactions, The Institution of Engineers, Australia, Vol. 4, No. 1, pp. 29-34.
3 Gould, B.W. (1964). "Statistical methods for estimating the design capacity of dams." Journal of the Institution of Engineers, Australia, Vol. 33, No. 12, pp. 405-416.
4 MOCT (1998). Water Yield of Existing Reservoirs (Nakdong river watershed).
5 Hardison, C.H. (1965). "Storage to augment low flows." Proceedings of Reservoir Yield Symposium. Water Research Association, Oxford, UK., Part I, pp. 8.
6 Rippl, W. (1883). "Capacity of storage reservoirs for water supply." Minutes of Proceedings Institution of Civil Engineers, Vol. 71, pp. 270-278.
7 Rittima, A., and Vudhivanich, V. (2003). "Storage-Yield-Resilience-Reliability Relation ship of Mun Bon Reservoir." Proceedings of 41st Kasetsart University Annual Conference, Bangkok, Thailand, pp. 55-64.
8 Shih, J.S., and Revelle, C.S. (1994). "Water supply operation during drought : continuous hedging rule." Journal ofWater Resources Planning and Management, Vol. 120, No. 5, pp. 613-629.   DOI   ScienceOn
9 Smithers, H., and Walker, S. (1997). "Reassessment of water resources in northwest England as a result of the 1995-1996 drought." Sustainability of Water Resources under Increasing Uncertainty, IAHSAISH Publication, Vol. 240, pp. 173-181.
10 Srivastava, D.K., and Awchi, T.A. (2009). "Storage-Yield Evaluation and Operation of Mula Reservoir, India." Journal of Water Resources Planning and Management, ASCE, Vol. 135, No. 6, pp. 414-425.   DOI   ScienceOn
11 Wurbs, R.A., and Bergman, C.E. (1990). "Evaluation of factors affecting reservoir yield estimates." Journal of Hydrology, Elsevier BV, Vol. 112, Issue 3-4, pp. 219-235.   DOI
12 Teoh, C.G. and McMahon, T.A. (1982). "Evaluation of rapid reservoir storage-yield procedures." Advances in Water Resources, Vol. 5, pp. 208-216.   DOI   ScienceOn
13 US. Army Corps (1998). HEC-5, Simulation of Flood Control and Conservation Systems, User's Manual, USACE.
14 US. Army Corps (2007). HEC-ResSim, Reservoir System Simulation, User's Manual, USACE.
15 강민구, 박승우 (2005). "저수지 최적 운영 모형을 이용한 추가 용수 공급 능력 평가." 한국수자원학회논문집, 한국수자원학회, 제38권, 제11호, pp. 937-946.
16 건설부 (1992). 임하다목적댐 공사지.
17 고익환, 박명기, 김정엽 (2004). 이수관리를 위한 저수지 시스템 모의운영 모형 개발, 2003년 분과위원회 연구과업 보고서, 한국수자원학회, pp. 65-66.
18 박성삼, 이동률, 강경석, 윤석영 (2002). "유역별 물공급 안전도 지표의 비교 평가." 2002년 학술발표회 논문집(II), 한국수자원학회, pp. 691-696.
19 박성삼, 이동률, 김현준, 신영호 (2001). "우리나라 다목적댐 용수공급능력 평가." 2001년 학술발표회 논문집(I), 한국수자원학회, pp. 533-538.
20 이상호, 강태욱 (2006). "보장 공급량 분석에 의한 댐의 물공급 안전도 평가기법 연구." 한국수자원학회논문집, 한국수자원학회, 제39권, 제5호, pp. 467-478.
21 이재응, 송재우 (2002). "최적화기법과 모의기법을 이용한 다목적댐의 용수공급능력 평가." 대한토목학회논문집, 대한토목학회, 제22권, 제6-B호, pp. 811-818.