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간편법에 의한 소규모저수지의 수문학적 안전성 평가

Hydrologic Safety Evaluation of Small Scale Reservoir by Simplified Assesment Method

  • 이주헌 (중부대학교 토목공학과) ;
  • 양승만 (중부대학교 대학원 토목공학과) ;
  • 김성준 (건국대학교 사회환경시스템공학과) ;
  • 강부식 (단국대학교 토목환경공학과)
  • 투고 : 2010.10.26
  • 심사 : 2011.02.09
  • 발행 : 2011.03.31

초록

Based on the statistical annual report, there are 17,649 reservoirs are operating for the purpose of agricultural water supply in Korea. 58 % of entire agricultural reservoirs had been constructed before 1948 which indicate the termination of required service life and rest of those reservoirs have also exposed to the dam break risk by extreme flood event caused by current ongoing climate change. To prevent damages from dam failure accident of these risky small size dams, it is necessary to evaluate and manage the structural and hydrological safety of the reservoirs. In this study, a simplified evaluation method for hydrologic safety of dam is suggested by using Rational and Creager formula. Hydrologic safety of small scale dams has evaluated by calculating flood discharge capacity of the spillway and compares the results with design frequency of each reservoir. Applicability and stability of suggested simplified method have examined and reviewd by comparing the results from rainfall-runoff modeling with dam break simulation using HEC-HMS. Application results of developed methodology for three sample reservoirs show that simplified assessment method tends to calculate greater inflow to the reservoirs then HEC-HMS model which lead lowered hydrologic safety of reservoirs. Based on the results of application, it is expected that the developed methodology can be adapted as useful tool for small scale reservoir's hydrologic safety evaluation.

키워드

참고문헌

  1. Froehlich, D. C., 1987. Embankment-dam breach parameters. Proceedings of the 1987 ASCE National Conference on Hydraulic Engineering 570-575.
  2. Froehlich, D. C., 1995. Embankment-dam breach parameters revisited. International Conference Proceeding on Water Resources Engineering 887-891.
  3. Gyeonggi-Do, 2006. Master plan for Jinwi river development and management (in Korean).
  4. Han, K. Y., J. S. Lee, and S. H. Kim, 1996. Risk assessment model for safety analysis of dam and levee. Journal of KSCE 195-198 (in Korean).
  5. Han, S. B., 2009. A study on the hydrologic modeling for dam failure simulation. Master of Science South Korea: Joongbu University (in Korean).
  6. Hong. S. J., 2009. Dam break analysis with HEC-HMS and HEC-RAS. Master of Science South Korea: Inha University (in Korean).
  7. Houston, M., 1984. Discussion of “Breaching characteristics of dam failures” by T. C. Macdonald and J. Langridge-Monopolis. Journal of Hydraulics Engineering 111(7): 1125-1129.
  8. Jang, B. W., Y. G. Park, and W. C. Woo, 1998. Evaluation of and safety of small agricultural reservoir, Journal of KSAE 40(1): 49-56 (in Korean).
  9. Jo, D. J., 2009. Hydrologic evaluation for dam breach parameter using rainfall-runoff model. Master of Science South Korea: Joongbu University (in Korean).
  10. Jung, J. H., and Y. N. Yoon, 2009. Manual for hydrologic design, Seoul: Goomibook.
  11. Kang, B. S., K. S. Kim, I. H. Ko, and W. H. Lee, 2004. Estimation of design flood for ungaged watershed using creager curve. KSCE Annual Conference 4037-4042 (in Korean).
  12. Kim, S. W., 2010. Hydrologic safety analysis of agricultural reservoir by PMF. Transactions of the KSAE 52(2): 63-68 (in Korean).
  13. Kim, M. H., and D. W. Lee, 2009. Safety evaluations of reservoir embankment by instrument system. KSAE Annual Conference 202-206 (in Korean).
  14. Lee, J. S., 2007. Hydrology, Seoul: Goomibook.
  15. MacDonald, T. C., and J. L. Monopolis, 1984. Breaching characteristics of dam failures, Journal of Hydraulic Engineering 110(5): 567-586. https://doi.org/10.1061/(ASCE)0733-9429(1984)110:5(567)
  16. Ministry of Land, Transport and Maritime Affairs (MLTM), 2004. PMP development for Korea (in Korean).
  17. Park, S. H. and Y. I Mun, 2008. A study on flood discharge capacity and hydraulic characteristic of labyrinth weir as a side-channel spillway, Journal of KWRA 41(1): 65-74 (in Korean). https://doi.org/10.3741/JKWRA.2008.41.1.065
  18. Simmler, H., and L. Samet, 1982. Dam failure from overtopping studied on a hydraulic model. In Fourteenth International Congress on Large Dams 427-445.
  19. Tony, L. W., 1998. Prediction of embankment dam breach parameters, 10-15. U.S. Department of the Interior Bureau of Reclamation Dam Safety Office.
  20. Von Thun, J. L., and D. R. Gillette, 1990. Guidance on breach parameters. Internal Memorandum, U.S. Department of the Interior Bureau of Reclamation, Denver, CO.