Journal of Wetlands Research (한국습지학회지)

Korean Wetlands Society (한국습지학회)
권호 표지
DOI QR코드

DOI QR Code

Development and Application of Vulnerability Analysis Index for River Levee

하천 제방의 취약성 분석 지수 개발 및 적용

  • Lee, Hoosang (Department of Civil Engineering, Kumoh National Institute of Technology) ;
  • Lee, Jaejoon (Department of Civil Engineering, Kumoh National Institute of Technology)
  • 이후상 (금오공과대학교 토목공학과) ;
  • 이재준 (금오공과대학교 토목공학과)
  • Received : 2019.10.11
  • Accepted : 2019.12.10
  • Published : 2019.12.30
Download PDF
⟨ Previous Next ⟩

Abstract

In this study, we propose a new method for evaluating the vulnerability to flooding river levee. The purpose of this study is to examine how to apply the factors necessary to calculate the proposed levee flood index. To do this, the safety flood level was analyzed by applying the planned flood level. The levee flood vulnerabilities index was calculated based on seven factors such as freeboard, levee crown section, levee section ratio, safety factor, raised spot length, Seepage line change degree, and critical velocity. The Levee Flood Vulnerability Index(LFVI) of the levee developed in this study was used to levee vulnerability analysis. The results of the analysis were divided into 1 to 7 grades using Levee Flood Vulnerability Index(LFVI).

본 연구에서는 하천 제방에 대한 홍수취약성을 평가하는 새로운 기법으로 제방홍수취약성지수를 제안하였고 제방홍수취약성 지수를 산정하는데 있어 필요한 인자를 적용하는 방법에 대하여 알아보고자 한다. 이를 위해 먼저 대상 제방의 계획홍수위를 적용하여 제방의 안전율을 분석하였고, 제방의 인자들로는 여유고, 둑마루폭, 제방단면의 비, 활동안전율, 턱(소단)의 길이, 침윤선 길이 비, 한계유속으로 7가지의 인자들을 바탕으로 제방홍수취약성지수를 산출하였다. 이를 활용하여 제방의 취약성 분석을 실시하고 분석결과를 제방홍수취약성지수(Levee Flood Vulnerability Index, LFVI) 값을 이용하여 1~7등급으로 나누어 제방의 취약성을 평가하였다.

Keywords

References

  1. Darby, S and Thorne, C. (1996), "Development and Testing of Riverbank-Stability Analysis." J. Hydraul. Eng., Vol. 122, No. 8, pp. 443-454. [DOI:10.1061/(asce)0733-9429(1996)122:8(443)]
  2. Fell, R, Wan, C., Cyganiewicz, J., and Foster, M.(2003), "Time for Development of Internal Erosion and Piping in Embankment Dams." J. Geotech. Eng., Vol. 129, NO. 4, PP. 307-314. [DOI:10.1061/(asce)1090-0241(2003)129:4(307)]
  3. Geo-Slope International Ltd (2004), Seepage Modeling with SEEP/W 2004. Calgary, Alta., Canada.
  4. Gui, S., Zgang, R., and Xue, X.(1998), "Overtopping Reliability Models for River Levee." J. Hydraul. Eng., Vol. 124, No. 12, pp. 1227-1234. [DOI:10.1061/(asce)0733-9429(1998)124:12(1227)]
  5. Han, KY., Lee, JS., and Kim, SH.(1997), "Risk Model for the Safety Evaluation of Dam and Levee : I. Theory and Model," Journal of Korea Water Resources Association. Vol. 30, No. 6, pp. 679-690. [Korean Literature]
  6. Han, KY., Kim, KS., Ahn, KH., and Lee, YS.(2007), "Inundation Impact Assessment for Establishing EAP in a River," Journal of the Korean Society of Civil Engineers. Vol. 2007, No. 10, pp. 1140-1143. [Korean Literature]
  7. IPCC (2001) Climate change 2001: Impacts, Adaptation, and Vulnerability Contribution of Working Group II to the Third Assessment Report of the Intergovernmental Penal on Climate Change, Cambridge University Press, Cambridge.
  8. IPCC (2007) Climate change 2007: The Scientific basis summary for policy makers. Cambridge University Press, Cambridge.
  9. Jung, ES. and LeeK. S.(2007). "Identifying Spatial Hazard Ranking Using Multicriteria Decision Making Techniques." Journal of Korea Water Resources Association, Vol.40, No.12, pp. 969-983. [Korean Literature] https://doi.org/10.3741/JKWRA.2007.40.12.969
  10. Jung, LL., Lee, BJ., Bea, DH.(2009). "Parameter Regionalization of Semi-Distributed Runoff Model Using Multivariate Statistical Analysis." Journal of Korea Water Resources Association, Vol.42, No.2, pp. 149-160. [Korean Literature] https://doi.org/10.3741/JKWRA.2009.42.2.149
  11. Kim, JM., Choi, BH., and Cho, SD.(2004), "Evaluation of Affecting Factors for Seepage Analysis on Levee," Journal of the Korean Society of Civil Engineers. Vol. 26, No. 5. [Korean Literature]
  12. Kim, KH. (2008), "The levee design guide line." Ministry of Land, Transport and Maritime Affairs. [Korean Literature]
  13. KWRA(2009), River design standard, KWRA
  14. Lee, HS., Lee, JJ.(2018). "Application of Flood Vulnerability Index for Analyzing Safety Change of Levee according to Climate Change." Journal of Korea Water Resources Association. Vol. 51, No. 4, pp. 293-299. [Korean Literature] https://doi.org/10.3741/JKWRA.2018.51.4.293
  15. Lee, HS., Lee, JJ.(2018). "Sensitivity analysis of flood vulnerability index of levee according to climate change" Journal of Korea Water Resources Association. Vol. 51, No. S-1 (2018), pp. 1161-1169. [Korean Literature]
  16. Lee, JT., Heo, SC., Kim, JH. and Han, JY.(2006), "Characteristics of the Inundation and Process of Making a Flood Map According to the Levee Break Conditions in Urban Stream - Jungrang Experimental Basin," Journal of Korea Water Resources Association. Vol. 39, No. 5, pp. 383-394. [Korean Literature] https://doi.org/10.3741/JKWRA.2006.39.5.383
  17. Lee, MH., Jung, LL., Bea, DH.(2011). "Korean Flood Vulnerability Assessment on Climate Change." Journal of Korea Water Resources Association, Vol. 44, No. 8, pp. 653-666. [Korean Literature] https://doi.org/10.3741/JKWRA.2011.44.8.653
  18. Liang, RY.(1999), "A Reliability Based Approach for Evaluating the Slope Stability of Embankment Dams," Engineering Geology, Vol. 54, pp. 271-285 [DOI:10.1016/s0013-7952(99)00017-4]
  19. Marc vuillet,. Peyras, L,. and Carvajal, C.(2013). "Levee Performance Evaluation Based on Subjective Probabilities." Europeam J. Environmental and Civil Engineering, Vol. 17, No. 5, pp. 329-349 [DOI:10.1080/19648189.2013.785723]
  20. Son, MW., Sung, JY., Jung, ES., Jeon, GS.(2011). "Development of Flood Vulnerability Index Considering Climate Change," Journal of Korea Water Resources Association, Vol. 44, No. 3, pp. 231-248. [Korean Literature] https://doi.org/10.3741/JKWRA.2011.44.3.231
  21. USACE(2009), Guidlines for Landsacpe Planting and Vegetation Management at Levees, Floodwalls, Embankment Dams, and Appurtenant Structures, USACE.
  22. USACE(2010), USACE Process for the National Flood Insurance Program (NFIP) Levee System Evaluation, USACE.
  23. Zhang, Q.(2012), "Steady and Nonsteady Seepage Flow Analysis for the Yangtze Embankment due to Bridge Construction," Procedia Earth and Planetary Science5, pp. 124-129. [DOI:10.1016/j.proeps.2012.01.021]