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Flooding Area Estimation by Using Different River Topographic Maps

하천지형 구축 방법에 따른 홍수 시 예상 침수면적 산정

  • Moon, Changgeon (Changseol Co., Ltd.) ;
  • Lee, Jungsik (Department of Civil Engineering, Kumoh National Institute of Technology) ;
  • Shin, Shachul (Department of Civil Engineering, Andong National University) ;
  • Son, Hogeun (Department of Civil Engineering, Kumoh National Institute of Technology)
  • Received : 2016.05.24
  • Accepted : 2016.07.12
  • Published : 2016.09.01

Abstract

The purpose of this study is to compare the three areas that each estimated by using three different river topographic maps. For construction of river topographic maps, the data used in this study are ASTER, SRTM and a 1:5,000 scale digital map data sets in 14 streams of the Cheongdo-gun and Uiseong-gun. HEC-GeoRAS, RAS Mapper, and RiverCAD model are applied for the flooding area analysis using observed data and design rainfalls. The result of analysis is to compare observed flooding area based on the flood plain maps with estimated inundation area by hydraulic models and constructed river topographic maps. The results of this study are as follows; Flooding area by HEC-GeoRAS model is similar to the inundation area of flood plain map and appears in order of RAS Mapper, and RiverCAD model in all watersheds. Flood inundation area by SRTM DEM is similar to the result of 1:5,000 scale digital map in all watersheds and all analysis models. The SRTM DEM shows the most similarity to the digital map than ASTER DEM in all of the watershed scale and analysis models. HEC-GeoRAS and RiverCAD model are efficient models for flood inundation analysis in small watershed and HEC-GeoRAS and Ras Mapper model are efficient in medium to large watershed.

본 연구의 목적은 유역규모별 홍수침수면적을 산정하기 위한 하천지형 구축기법과 그에 따른 침수면적을 비교하는 것이다. 대상 지역은 경상북도 청도군과 의성군 내 14개소 하천이며 수치지도 DEM, ASTER DEM과 SRTM DEM을 이용하여 하천지형을 구축하였으며, HEC-GeoRAS, RAS Mapper, RiverCAD 모형을 적용하여 홍수침수해석을 수행하였다. 해석 결과와 실제 침수흔적도와 비교하였으며, 각 해석 모형들과 하천지형 구축기법에 따라 침수면적을 비교하였다. 침수흔적도와 비교한 결과 HEC-GeoRAS 모형의 결과가 이 침수흔적도의 범람면적과 대부분의 유역에서 유사한 값을 나타내었으며, SRTM DEM이 ASTER DEM보다 수치지도 DEM과 유사한 결과를 나타내었다. 중 대규모 유역의 경우 HEC-GeoRAS 모형과 Ras Mapper 모형, 소규모 유역의 경우 HEC-GeoRAS 모형과 RiverCAD 모형이 효율적인 해석 모형으로 나타났다.

Keywords

References

  1. Ackerman, C. T. (2000), Hydraulic modeling of the Salt River, Arizona using with expert system, Journal of Water Resource Planning and Management, ASCE, Vol. 116, No. 2, pp. 247-261. https://doi.org/10.1061/(ASCE)0733-9496(1990)116:2(247)
  2. Ackerman, C. T., Jenson, M. R. and Brunner, G. W. (2010), Geospatial capabilities of HEC-RAS for model development and mapping, 2nd Joint Federal Intragency Conference, Hydrologic Engineering Center, Institute for Water Resources, U. S. Corps of Engineers, pp. 1-6.
  3. Boss International (2000), BOSS RiverCAD river modeling system, User's Manual, pp. 1-1-1-2.
  4. HEC (2010), HEC-RAS river analysis system, user's manual, Version 4.1, CPD-68, Hydrologic Engineering Center, Institute for Water Resources, U.S. Corps of Engineers, pp. 1-1-1-5.
  5. HEC (2011), HEC-GeoRAS-An extension for support of HECRAS using ArcGIS, user's manual, Version 4.3.93, CPD-83, Hydrologic Engineering Center, Institute for Water Resources, U.S. Corps of Engineers, pp. 1-1-1-3.
  6. Lee, J. S., Moon, C. G., Kim, S. D., Cho, S. G. and Shin, S. C. (2012), A Study on construction techniques of river topology for development of calculating model for flood inundation analysis, Journal of the Korean Geo-Environmetal Society, Vol. 13, No. 5, pp. 59-68 (in Korean).
  7. Lee, J. S., Park, J. Y., Moon, C, G. and Jang, J. U. (2010), A study on the flood inundation analysis using RiverCAD and HEC-RAS, Journal of Korea Society of Hazard Mitigation Conference, pp. 648-651 (in Korean).
  8. Moon, C. G., Lee, J. S., Cho, S. G. and Shin, S. C. (2014), Comparison of flood inundation models using topographic feature, Journal of the Korean Geo-Environmetal Society, Vol. 15, No. 1, pp. 69-77 (in Korean).
  9. Moon, C. G., Lee, J. S. and Shin, S. C. (2013), Development of calculating model for hydrological geographic parameters using ArcGIS modelbuilder, Journal of the Korean Geo-Environmetal Society, Vol. 14, No. 2, pp. 19-29 (in Korean).
  10. Na, S. I., Park, J. Y. and Shin, H. S. (2008), Evaluation of DEM accuracy from ASTER data, Proceeding of Korea Water Resources Association, pp. 2028-2032 (in Korean).
  11. Nilolakopoulous, K. G. and Chysolakis, N. (2006), Updating the 1:50,000 topographic maps using ASTER and SRTM DEM, The Case of Athens, Greece, Vol. 6366, pp. 606-636.