한국농공학회논문집 (Journal of The Korean Society of Agricultural Engineers)

  • 제54권1호
  • /
  • Pages.27-38
  • /
  • 2012
  • /
  • 1738-3692(pISSN)
  • /
  • 2093-7709(eISSN)
한국농공학회 (The Korean Society of Agricultural Engineers)
권호 표지
DOI QR코드

DOI QR Code

CAT을 이용한 저수지 수위 예측

Prediction of Reservoir Water Level using CAT

  • 장철희 (한국건설기술연구원 수자원.환경연구본부 수자원연구실) ;
  • 김현준 (한국건설기술연구원 수자원.환경연구본부 수자원연구실) ;
  • 김진택 (한국농어촌공사 농어촌연구원)
  • 투고 : 2011.10.24
  • 심사 : 2011.12.12
  • 발행 : 2012.01.31
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

This study is to analyse the hydrological behavior of agricultural reservoir using CAT (Catchment hydrologic cycle Assessment Tool). The CAT is a water cycle analysis model in order to quantitatively assess the characteristics of the short/long-term changes in watershed. It supports the effective design of water cycle improvement facilities by supplementing the strengths and weaknesses of existing conceptual parameter-based lumped hydrologic models and physical parameter-based distributed hydrologic models. The CAT especially supports the analysis of runoff processes in paddy fields and reservoirs. To evaluate the impact of agricultural reservoir operation and irrigation water supply on long-term rainfall-runoff process, the CAT was applied to Idong experimental catchment, operated for research on the rural catchment characteristics and accumulated long term data by hydrological observation equipments since 2000. From the results of the main control points, Idong, Yongdeok and Misan reservoirs, the daily water levels of those points are consistent well with observed water levels, and the Nash-Sutcliffe model efficiencies were 0.32~0.89 (2001~2007) and correlation coefficients were 0.73~0.98.

키워드

참고문헌

  1. Ahn, S. R. G. A. Park, Y. H. Shin and S. J. Kim, 2009. Assessment of the Potential Water Supply Rate of Agricultural Irrigation Facilities Using MODSIM : For Geum River Basin. Journal of Korea Water Resources Association, 42(10): 825-843 (in Korean). https://doi.org/10.3741/JKWRA.2009.42.10.825
  2. Chow, V. T., D. R. Maidment, and L. W. Mays, 1988. Applied hydrology. McGraw-Hill, Inc., New York, 127- 174.
  3. Chu, S. T. 1978. "Infiltration during an Unsteady Rain." Water Resources Research, 14(3): 461-466. https://doi.org/10.1029/WR014i003p00461
  4. Green, W. H. and G. A. Ampt, 1911. "Studies on Soil Physics. Part I. The Flow of Air and Water through Soils." Journal of Agricultural Sciences, 4(1): 1-24. https://doi.org/10.1017/S0021859600001441
  5. Gyeonggi-Do, 2006. Basic plan for river Manitenance: Jinwi river, 4.13-4.26. Suwon, Gyeonggi (in Korean).
  6. Horton, R. E. 1933. "The role of infiltration in the hydrologic cycle." American Geophysical Union, Transaction, 14: 446-460. https://doi.org/10.1029/TR014i001p00446
  7. Jia, Y., 1997. Interated analysis of water and heat balances in Tokyo metropolis with a distributed model. Ph.D. dissertation, University of Tokyo, Japan.
  8. Jung, I. K., 2010. Development and Application of Soil Moisture and Cell Flow Routing Algorithm of Distributed Rainfall-Runoff Model, Ph. D. dissertation, Konkuk University (in Korean).
  9. Kang, J. H. K. S. Lee, N. I. Kim and M. H. Hwang, 1998. Low Flow Analysis of the Nakdong River Basin by SSARR-8 Model. Journal of Korea Water Resources Association 31(1): 71-84 (in Korean).
  10. Kim, D. J., K. W. Park and J. H. Jo, 2008. Analysis of Characteristics for Irrigation Reservoir using SWAT Model. In Proceedings of the Korea Water Resources Association Conference, 810-817 (in Korean).
  11. Kim, H. J., S. J. Noh and C. H. Jang, 2009. Development of watershed assessment techniques for healthy water cycle, 130-137. Goyang, Gyeonggi : Korea Institute of Construction Technology (in Korean).
  12. Kim, H. J., S. J. Noh and C. H. Jang, 2011. Development and application of the water cycle analysis model for the urban catchment, 71-174. Goyang, Gyeonggi : Korea Institute of Construction Technology (in Korean).
  13. Kim, N. W., S. C. Shin and Y. S. Won, 2005. Development of SWAT-AGRIMAN model. In Proceedings of the Korea Water Resources Association Conference, 65-69 (in Korean).
  14. Kite, G. W., 2000. Using a basin-scale hydrological model to estimate crop transpiration and soil evaporation. Journal of Hydrology 229: 59-69. https://doi.org/10.1016/S0022-1694(99)00199-7
  15. Kite, G. W., 2001. Modeling the mekong : hydrological simulation for environmental impact studies. Journal of Hydrology 253: 1-13. https://doi.org/10.1016/S0022-1694(01)00396-1
  16. Lee, H. S., Y. S. Kim, J. R. Yang and D. K. Koh, 2008. Water Balance Analysis at Yongdam Testing Basin. In Proceedings of the Korea Water Resources Association Conference, 1884-1888 (in Korean).
  17. Lee, S. J., J. C. Kim and J. W. Noh, 2010. Long Term Runoff Simulation for Water Balance at Daecheong Basin. Journal of the Environmental Sciences 19(10): 1211-1217 (in Korean). https://doi.org/10.5322/JES.2010.19.10.1211
  18. Maidment, D. R., 1992. Handbook of Hydrology. McGraw-Hill, Inc., New York, 127-174.
  19. Mein, R. G. and C. L. Larson, 1973. "Modeling Infiltration during a Steady Rain." Water Resources Research, 9(2): 384-394. https://doi.org/10.1029/WR009i002p00384
  20. Ministry of Land, Infrastructure, Transport and Tourism (MLIT), 2001. SHER User's Mannual, Japan, 3-13.
  21. Ministry of Land, Transport and Maritime Affairs (MLTM), 2007. Report of Basic groundwater survey projects, 5.3-5.38. Gwacheon, Gyeonggi (in Korean).
  22. Park, M. J., G. A. Park and S. J. Kim, 2007. Analysis of Hydrologic Behavior of SLURP Model Including Agricultural Reservoir Operation, Journal of the Korean Society of Civil Engineers 27(5B): 515-523 (in Korean).
  23. Ryoo, K. S., M. H. Hwang and Y. S. Yoo, 2007. Optimal Estimation of Water Use for Runoff Simulation in the Large-Scale Basin. In Proceedings of the Korea Water Resources Association Conference, 1747-1751 (in Korean).
  24. Shin, H. S. and D. K. Kang, 2006. The Study of the Influence on Long Term Streamflow Caused by Artificial Storage Facilities Based on SWAT Modeling Process. Journal of Korea Water Resources Association 39(3): 227-240 (in Korean). https://doi.org/10.3741/JKWRA.2006.39.3.227
  25. Smith, M., R. G. Allen, L. S. Periera, and D. Raes, 1998. Crop evapotranspiration: guidelines for computing crop requirements, Irrigation and Drainage Paper No. 56, Food and Agriculture Organization of the United Nations, Rome, Italy, 17-64.
  26. USACE(US Army Corps of Engineers), 1991. SSARR User manual, North Pacific Div., Portland, 1-344.
  27. Yong City, 2009. Report of rural groundwater management: Yongnam area, 27-51. Gwacheon, Gyeonggi: Ministry for Food, Agriculture, Forestry and Fisheries (in Korean).
  28. Yoo, S. H, J. Y. Choi and M. W. Jang, 2005. Estimation of Paddy Crop Coefficients for Penman-Monteith Method, In Proceedings of the Korean Society of Agricultural Engineers Conference, 20-25 (in Korean).

피인용 문헌

  1. Analysis of Water Cycle at Main Streams in Ulsan Using CAT Model vol.47, pp.1, 2014, https://doi.org/10.3741/JKWRA.2014.47.1.1
  2. Development of Operation Rules in Agricultural Reservoirs using Real-Time Water Level and Irrigation Vulnerability Index vol.55, pp.6, 2013, https://doi.org/10.5389/KSAE.2013.55.6.077
  3. Development of agricultural reservoir water supply simulation system vol.20, pp.2, 2014, https://doi.org/10.7851/ksrp.2014.20.2.103
  4. Does the Complexity of Evapotranspiration and Hydrological Models Enhance Robustness? vol.10, pp.8, 2018, https://doi.org/10.3390/su10082837