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Levee Stability Assessment depending on Level of Inland and Riverside land in Flow State

흐름상태와 제내지 및 제외지의 표고변화에 따른 제방의 파이핑안정성 평가

  • Kang, Taeun (International Water Resources Institute, Chungnam National University) ;
  • An, Hyunuk (Dept. of Agricultural and Rural Eng., Chungnam National University) ;
  • Kim, Yeonsu (International Water Resources Institute, Chungnam National University) ;
  • Jung, Kwansue (Dept. of Civil Engrg., Chungnam National Univ.)
  • 강태운 (충남대학교 국제수자원연구소) ;
  • 안현욱 (충남대학교 농업생명과학대학 지역환경토목학과) ;
  • 김연수 (충남대학교 국제수자원연구소) ;
  • 정관수 (충남대학교 토목공학과)
  • Received : 2015.01.16
  • Accepted : 2015.03.03
  • Published : 2015.04.30

Abstract

Nowadays, the world has suffered by natural disaster of climate change due to global warming. Korea has also faced with similar situation. To prevent these natural disaster, Four Major River Management has conducted. One of conducted content in Four Major River Management is the levee maintenance which classified into fill-up the inland, levee of reinforcement and so on. These maintenances may make the characteristics of groundwater flow change and affect to the levee safety (piping phenomenon). Therefore, analysis on groundwater fluctuation according to level of riverside and inland should be required. This study focus on levee of Hoe stream, which is connected to Nakdong river, and piping safety factor in the levee analyzed by using pore water pressure. Besides, groundwater fluctuation, which is depended on level of riverside and inland, is simulated by using the SEEP/W (2D ground water model). This simulation considered steady flow and unsteady flow. As a result, piping safety factor increased due to rising the inland level. Piping safety factor of riverside was effected by only river water level. Therefore, external levee factor considering inland level raising and suitable control of river water level is need to increase piping safety factor.

최근 지구온난화로 인한 기상이변으로 전세계가 몸살을 앓고 있다. 우리나라도 같은 실정에 직면해 있으며 이에 대비하는 차원으로 대하천 정비사업을 실시한 바 있다. 제방에 대한 정비항목으로는 하천준설, 제내지와 제외지에 대한 성토 및 보강등이 있으며 이로 인해 지하수 흐름양상이 변하게 될 것으로 추정된다. 그러므로 이와 같은 환경을 시뮬레이션을 통해 제내지와 제외지의 높이에 따른 제방의 파이핑 안정성을 분석해볼 필요가 있는 것으로 판단된다. 따라서 본 연구에서는 낙동강의 지류인 회천에 위치한 율지제를 중심으로 본 연구제방에 설치된 간극수압센서를 이용하여 제내지와 제외지의 표고변화에 따른 제방내부의 지하수 침투양상을 SEEP/W를 이용하여 정상류 및 부정류를 고려한 모의를 수행하고 안정성을 검토하였다. 모의결과, 제내지의 표고가 상승할수록 파이핑 안정성이 증가하는 것으로 나타났으며 제외지측은 표고와는 상관없이 하천수위에 따라 파이핑 안정성이 영향을 받는 것으로 나타났다. 그러므로 제방의 파이핑 안정성을 증대시키기 위해서는 제내지의 성토와 적정하천수위유지와 같은 제방의 외적 요소들도 함께 고려해야할 것으로 판단된다.

Keywords

References

  1. Artieres O., Beck, Y.L., Fry, J.J., Guidoux, C., and Pinettes, P. (2012). Monitoring of Earthdams Leaks and Stability with Fiber-Optics based Monitoring System, 8th ICOLD european Club Symposium, pp. 432-437.
  2. Chu Agor, M.L., Wilson, G.V., and Fox, G.A. (2008). "Numerical Modeling of Bank Instability by Seepage Erosion Undercutting of Layered Streambanks." Journal of Hydrologic Engineering, Vol. 13, No. 12, pp. 1133-1145. https://doi.org/10.1061/(ASCE)1084-0699(2008)13:12(1133)
  3. Geo-Slope International Ltd. (2004). Seepage Modeling with SEEP/W 2004. Calgary, Alta., Canada.
  4. Hong, S.H., and Kim, J.K. (2007). "Elevation of Groundwater Flow for the Kap-cheon Basin." Journal of Korea Water Resources Association, Vol. 40, No. 6, pp. 431-446. https://doi.org/10.3741/JKWRA.2007.40.6.431
  5. Hong, S.T. (2013). Unsaturated Seepage Analysis of Embankment by Distributed TDR Sensor, Ph. D. Thesis, Sangji University.
  6. Hydrological Survey Center. (2007). Hydrological Survey Report. (in Korean)
  7. Jung, S.I. (2003) A Study on the Surfacewater and Groundwater Flow using MODFLOW, Master Thesis, Kyunghee University.
  8. Kang, T.U. (2014). Study on the Stability of Seepages by River Level Fluctuation and Transform of Levee Shape, Master Thesis, Chungnam National University.
  9. Kang, T.U. An, H.U., Lee, G.M., and Jung, K.S. (2014). "Levee Stability Assessment Depending on Levee Shape and Flood Wave." Journal of Korea Water Resources Association, Vol. 47, No, 4, pp. 307-319. https://doi.org/10.3741/JKWRA.2014.47.4.307
  10. Kim, J.I. (2011). A analytical study on influence of gradients on section characteristics of river banks, Mater Thesis, Hanyang University.
  11. Kim, J.M., Park, M.C., Jo, W.B., and Han, H.S. (2014). "Seepage Analysis of Weathered Granite Model Embankment Using TDR Seosor." Journal of the Korean Geotechnical Society, Vol. 30, No. 3, pp. 17-28. https://doi.org/10.7843/KGS.2014.30.3.17
  12. KWRA(Korea Water Resources Association). (2005, 2009). River Design Standard. (in Korean)
  13. KWRC(Korea Water Resources Corporation). (2013). Field Application and Analysis to Levee Leakage Monitoring Method. (in Korean)
  14. MLTM(Ministry of Land, Transport and Maritime Affairs). (2003). Planning Report for Jeonggok Levee Et al. in Nakdong River Improvement, Busan Regional Construction Management Administration. (in Korean)
  15. MLTM(Ministry of Land, Transport and Maritime Affairs). (2004). Development of Advanced Technology Report for Levee, Korea Institute of Construction Technology. (in Korean)
  16. MLTM(Ministry of Land, Transport and Maritime Affairs). (2005). Design Technology for Levee -Seepage-, Urban Flood Disaster Management Research Center. (in Korean)
  17. MLTM(Ministry of Land, Transport and Maritime Affairs). (2008). Guide Line for Levee Design, Korea Agency for Infrastructure Technology Advancement, Urban Flood Disaster Management Research Center. (in Korean)
  18. MLTM(Ministry of Land, Transport and Maritime Affairs). (2009). 4 Major River Master Plan. (in Korean)
  19. MOLTM(Ministry of Land, Transport and Maritime Affairs). (2013). Nakdong River Flood Control Office, Internet Homepage, http://www.nakdongriver.go.kr
  20. Richards, L.A. (1931). "Capillary Conduction of Liquids through porous Mediums." Journal of Physics, Vol. 1, No. 5, pp. 318-333.
  21. Water Management Information System (2013). http://www.wamis.go.kr
  22. Xu, Xin. (2014). A Study on Influence of Embankment Shape on Gradients in River-Banks under the Steady flow and Transient flow Seepage, Master Thesis, Hanyang University.