DOI QR코드

DOI QR Code

Comparison of flood inundation simulation between one- and two-dimensional numerical models for an emergency action plan of agricultural reservoirs

  • Kim, Jae Young (Sangju Branch Office of Korea Rural Community Corporation) ;
  • Jung, Sung Ho (Department of Advanced of Science and Technology Convergence, Kyungpook National University) ;
  • Yeon, Min Ho (Department of Advanced of Science and Technology Convergence, Kyungpook National University) ;
  • Lee, Gi Ha (Department of Advanced of Science and Technology Convergence, Kyungpook National University) ;
  • Lee, Dae Eop (Department of Disaster Prevention KNU Emergency management Institute)
  • 투고 : 2021.04.13
  • 심사 : 2021.07.09
  • 발행 : 2021.09.01

초록

The frequency of typhoons and torrential rainfalls has increased due to climate change, and the concurrent risk of breakage of dams and reservoirs has increased due to structural aging. To cope with the risk of dam breakage, a more accurate emergency action plan (EAP) must be established, and more advanced technology must be developed for the prediction of flooding. Hence, the present study proposes a method for establishing a more effective EAP by performing flood and inundation analyses using one- and two-dimensional models. The probable maximum flood (PMF) under the condition of probable maximum precipitation (PMP) was calculated for the target area, namely the Gyeong-cheon reservoir watershed. The breakage scenario of the Gyeong-cheon reservoir was then built up, and breakage simulations were conducted using the dam-break flood forecasting (DAMBRK) model. The results of the outflow analysis at the main locations were used as the basis for the one-dimensional (1D) and two-dimensional (2D) flood inundation analyses using the watershed modeling system (WMS) and the FLUvial Modeling ENgine (FLUMEN), respectively. The maximum inundation area between the Daehari-cheon confluence and the Naeseong-cheon location was compared for each model. The 1D flood inundation analysis gave an area of 21.3 km2, and the 2D flood inundation analysis gave an area of 21.9 km2. Although these results indicate an insignificant difference of 0.6 km2 in the inundation area between the two models, it should be noted that one of the main locations (namely, the Yonggung-myeon Administrative and Welfare Center) was not inundated in the 1D (WMS) model but inundated in the 2D (FLUMEN) model.

키워드

과제정보

본 연구는 환경부 "표토보전관리기술개발사업; 2019002830001"으로 지원받은 연구임. 한국농어촌공사로부터 자료제공을 받았음.

참고문헌

  1. Beffa C. 1994. Praktische losung der tiefengemittelten flach-wassergleichungen. Ph.D. dissertation, Eidgenossische Technische Hochschule Zurich., Zurich, Swiss.
  2. Choi HS, Maeng SJ, Kim BJ. 2011. Flood analysis of downstream area from dam using DAMBRK model. Crisisonomy 7:159-174. [in Korean]
  3. Houston M. 1985. Discussion of breaching characteristics of dam failures by T.C. MacDonald and J. Langridge-Monopolis. Journal of Hydraulic Engineering 85:588-600.
  4. Kim HI, Han KY, Lee JY. 2020. Prediction of urban flood extent by LSTM model and logistic regression. Journal of the Korean Society of Civil Engineers 40:273-283. [in Korean] https://doi.org/10.12652/KSCE.2020.40.3.0273
  5. KRC (Korea Rural Community Corporation). 2019. Emergency action plan for Gyeong-cheon Reservoir. KRC, Naju, Korea. [in Korean]
  6. KSAE (Korean Society of Agricultural Engineers). 2013. Rural resources. Magazine of the Korean Society of Agricultural Engineers 55:5-50. [in Korean]
  7. Lee DE, An HU, Lee GH, Jung KS. 2013. Applicability evaluation of flood inundation analysis using quadtree grid-based model. Journal of Korea Water Resources Association 46:655-666. [in Korean] https://doi.org/10.3741/JKWRA.2013.46.6.655
  8. Lee DW, Lee YH. 2016. Improvement of condition assessment criteria and embankment transformation of agricultural reservoirs after raising embankments. Korean Journal of Agricultural Science 43:258-274. [in Korean] https://doi.org/10.7744/kjoas.20160029
  9. Lee JN. 2004. Variability analysis of inundated area by flood level difference using US model. Master's Thesis, Kongju Univ., Kongju, Korea. [in Korean]
  10. Lee JY, Kim DK, Park KW, Kim TW. 2019. Establishment of accuracy criteria of flood inundation map using quantitative evaluation indices. Journal of the Korean Society of Civil Engineers 39:381-389. [in Korean] https://doi.org/10.12652/KSCE.2019.39.3.0381
  11. Lee JY, Park DH, Kim SJ, Kim TW. 2017. Estimation of break outflow from the Goeyeon reservoir using DAMBRK model. Journal of the Korean Society of Civil Engineers 37:459-466. [in Korean]. https://doi.org/10.12652/Ksce.2017.37.2.0459
  12. MCT (Ministry of Construction and Transportation). 2000. National PMP map rewrite report. MCT, Sejong, Korea. [in Korean]
  13. Park KB. 2007. Analysis of hydrograph by dam breach shapes. Journal of the Environmental Sciences 16:487-493. [in Korean] https://doi.org/10.5322/JES.2007.16.4.487
  14. Shin EC, Lee JK. 2012. Safety management improving way of small agricultural reservoir. Journal of Korean Geosynthetics Society 11:53-58. [in Korean] https://doi.org/10.12814/jkgss.2012.11.3.053