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Evaluation of flood control capacity of agricultural reservoirs during flood season

홍수기 농업용 저수지의 홍수조절용량의 평가

  • 장익근 (한국농어촌공사 화안사업단) ;
  • 이재용 (충북대학교 농업생명환경대학 지역건설공학과) ;
  • 이정범 (충북대학교 농업생명환경대학 지역건설공학과) ;
  • 김진수 (충북대학교 농업생명환경대학 지역건설공학과)
  • Received : 2014.07.15
  • Accepted : 2014.07.22
  • Published : 2014.07.31

Abstract

We investigated flood control capacity of 484 agricultural reservoirs with storage capacity of over 1 million $m^3$ in South Korea. In general, agricultural reservoir secures flood control capacity by setting up limited water level during flood season from late June to mid-September. The flood control capacity of an agricultural reservoir during flood season can be divided into stable flood control capacity during non-flood season, stable flood control capacity associated with limited water level, and unstable flood control capacity associated with limited water level. In general, the flood control capacity significantly (P < 0.001) increased with reservoir capacity irrespective of type of spillway. The unstable flood control capacity accounted for about 20 % of reservoir capacity in the uncontrolled reservoirs. The study reservoirs showed flood control capacity of 0.60-65 billion (B) $m^3$ and stable flood control capacity of 0.43-47 B $m^3$, depending on the upper and lower limited water levels during the flood season. The stable flood control capacity of the gated reservoirs (0.29-0.33 B $m^3$) was about two times than that of reservoirs with uncontrolled spillways (0.14 B $m^3$). The ratios of stable flood control capacity to reservoir capacity for agricultural reservoirs range from 21 to 23 %, similar to that for Daecheong multipurpose dam. Moreover, the reservoirs with over 100 mm ratio of flood control capacity to watershed area accounted for 38 % of total gated reservoirs. The results indicate that many agricultural reservoirs may contribute to controlling flood in the small watersheds during the flood season.

Keywords

References

  1. Kim, T. C., J. P. Moon, J. W. Min, and H. K. Lee, 1998. Optimal flood control volume in the irrigation reservoir. J. of Korean Society of Agricultural Engineers. 40(2): 81-91 (in Korean).
  2. KRC (Korea Rural Community Cooperation), 2007. Management Regulation of Yedang Reservoir (in Korean).
  3. KRC (Korea Rural Community Cooperation), 2010. Management Regulation of Seongju Reservoir (in Korean).
  4. K-Water (Korea Water Resources Corporation), 2002. Dams in Korea, 92-102 (in Korean).
  5. KWRA (Korea Water Resources Association), 2000. Design Standard of River, 378-379 (in Korean).
  6. Lee, C. J., 2003. Flood control ability of agricultural reservoirs. MS diss. Gwangju: Honam University (in Korean).
  7. Ministry of Agriculture, 2002. Fill Dam in Design Standard for Agricultural Infrastructure Project, 161-169 (in Korean).
  8. Nakanishi, N., K. Kato, N. Tunesumi, 1999. Analysis of the flood mitigation function of a reservoir for irrigation purpose. Trans. of Japanese Society of Irrigation, Drainage and Land Reclamation. 202: 103-109 (in Japanese).
  9. Noh, J. K., 2010. Affecting water supply capacity followed by allocating flood control volume in heightening reservoir. J. of KCID. 17(2): 57-70 (in Korean).
  10. Sato, M., 1985. Operations and storage capacity of an agricultural reservoir during a flood. J. of Japanese Society of Irrigation, Drainage and Land Reclamation. 53(3): 14-17 (in Japanese).

Cited by

  1. Water Supply Risk Assessment of Agricultural Reservoirs using Irrigation Vulnerability Model and Cluster Analysis vol.57, pp.1, 2015, https://doi.org/10.5389/KSAE.2015.57.1.059