DOI QR코드

DOI QR Code

Study on Damage Reduction by Flood Inundation and the Sediments by SWAT and HEC-RAS Modeling of Flow Dynamics with Watershed Hydrology - For 27 July 2011 Heavy Storm Event at GonjiamCheon Watershed -

SWAT 및 HEC-RAS 모형의 수문-수리 연계모델링을 통한 곤지암천 유역의 하천범람 및 토사유출 피해저감 연구 - 2011년 7월 27일 국지성 폭우를 대상으로 -

  • 정충길 (건국대학교 대학원 사회환경시스템공학과) ;
  • 조형경 (건국대학교 대학원 사회환경시스템공학과) ;
  • 유영석 (건국대학교 대학원 사회환경시스템공학과) ;
  • 박종윤 (건국대학교 대학원 사회환경시스템공학과) ;
  • 김성준 (건국대학교 사회환경시스템공학과)
  • Received : 2011.12.29
  • Accepted : 2012.03.06
  • Published : 2012.03.31

Abstract

This study is to evaluate flood inundation and to recommend measures of damage reduction on sediment by concentrated torrential rainfall at Gonjiamcheon Watershed (183.4 $km^2$). Firstly, the SWAT (Soil and Water Assessment Tool) was simulated streamflow and sediment at upstream. Then, we produced a map of floodplain boundary by using HEC-RAS (Hydrologic Engineering Centers River Analysis System) at downstream. The SWAT model was calibrated with 2 years (2008~2009) daily streamflow and validated for another years (2010~2011. 7. 31). The SWAT model was simulated with 3 years (2008~2010) by monthly water quality (Sediment) at Gonjiamcheon water quality station. The streamflow and sediment from SWAT model were input as boundary conditions to HEC-RAS. The results of HEC-RAS indicated that mapping of floodplain boundary was Jiwol and Jiwol 2 district. Additionally, inundation area and depth were assessed and applied BMPs scenario for managing the sediment yield.

Keywords

References

  1. Arnold, J. G., P. M. Allen, and G. Bernhardt, 1993. A comprehensive surface-groundwater flow model. Journal of Hydrology 142: 47-69. https://doi.org/10.1016/0022-1694(93)90004-S
  2. Arnold J. G., J. R. Williams, and D. R. Maidment, 1995. Continuous-time water and sediment-routing model for large basin. Journal of Hydraulic Engineering, ASCE, 121(2): 171-183. https://doi.org/10.1061/(ASCE)0733-9429(1995)121:2(171)
  3. Choi, J. W., G. W. Hyun, J. W. Lee, D. S. Shin, K. S. Kim, Y. S. Park, J. G. Kim, and K. J. Lim, 2009. Evaluation of Sediment Yield Prediction and Estimation of Sediment Yield under Various Slope Scenarios at Jawoon-ri using WEPP Watershed Model. Journal of Korean Society on Water Quality 25(3): 441-451 (in Korean).
  4. Chow, V. T., 1959. Open-channel hydraulics: New York, McGraw- Hill Book Co., 680.
  5. Green, W. H. and G. A. Amp, 1911. Studies on soil physics, 1. The flow of air and water through soils. Journal of Agricultural Sciences 4: 11-24.
  6. Guk, S. P., S. J. Park, and H. K. Choi, 2010. The Estimation of Soil Runoff in the Man-dae Cheun Basin by the using RUSLE Method. Journal of Industrial Technology, Kangwon Natl. Univ., Korea 30(B): 99-108 (in Korean).
  7. Ho, C. H., and I. S. Kang, 1988. The Variability of Precipitation in Korea. Journal of Korean Met. Society 24(1): 38-48 (in Korean).
  8. Kang, S. H., 2008. Charancterstics of Sediment Movement and Local Peoples' Countermeasur for Evacuation - focused on Inje areas of Kangwon-do -. Journal of GIS Association of Korea 16(1): 11-17 (in Korean).
  9. Kim, D. G., 2010. Sediment Budget Analysis of the Naesung-cheon Watershed using SWAT and HEC-RAS. Ph. D. diss., Dong-Eui University (in Korean).
  10. Kim, H., 2004. Probable Agricultural Inundation Areas Using Regional Frequency Based Rainfall Data and HEC-RAS Model. Ph. D. diss., Seoul National University (in Korean).
  11. Narasimhan, B., P. M. Allen, R. Srinivasan, S. T. Bednarz, J. Arnold, and J. A. Dunbar, 2007. Streambank erosion and best management practice simulation using SWAT. In: Proceedings of 4th conference on 'Watershed management to meet water quality standards and TMDLs', San Antonio ASABE publication #701P207: 10-14.
  12. Nash, J. E., Sutcliffe, J. V. 1970. River flow forecasting through conceptual models Part I: A discussion of principles. Journal of Hydrology 10(3): 282-290. https://doi.org/10.1016/0022-1694(70)90255-6
  13. Park, J. M., 2003. Development of GIS Based Farmland Flooding Damage Simulation System. Ph. D. diss., Seoul National University (in Korean).
  14. Park, J. Y., M. S. Lee, Y. J. Lee, and S. J. Kim, 2008. The Analysis of Future Land Use Change Impact on Hydrology and Water Quality Using SWAT model. Journal of the Korean Society of Civil Engineers 28 (2B): 187-197 (in Korean).
  15. Ritche, J. T., 1972. Model for predicting evaporation from a row crop with incomplete cover. Water Resources Research, 8: 1204-1213. https://doi.org/10.1029/WR008i005p01204
  16. Sloan, P. G., and I. D. Moore, 1984. Modeling subsurface stormflow on steeply sloping forested watersheds. Water Resources Research, 20(12): 1815-1822. https://doi.org/10.1029/WR020i012p01815
  17. Sloan, P. G., I. D. Moore, G. B. Coltharp, and J. D. Eigel 1983. Modeling surface and subsurface stormflow on steeply-sloping forested watersheds. Water Resources Inst., Report 142, Univ. Kentucky, Lexington.
  18. Soil Conservation Service, 1972. Section 4 : Hydrology In National Engineering Handbook, SCS.
  19. Srinivasan, R., 2008. Bosque river environmental infrastructure improvement plan: Phase I final report. 10-13. TR-312. Texas Water Resources Institute. Texas A & M University, College station.
  20. Yu, K. K., and H. S. Woo, 1990. Comparative Evaluation of Some Selected Sediment Transport Formulas. Journal of the Korean Society of Civil Engineers 10(4): 67-75 (in Korean).
  21. Williams, J. R., 1975. Sediment-yield prediction with universal equation using runoff energy factor, In present and prospective technology for predicting sediment yield and sources, ARS-S-40, USDA-ARS.
  22. Williams, J. R., 1995. The EPIC model, In Computer models of watershed hydrology, Singh, V.P., (ed.), Chapter 25, 909-1000, Water Resources Publications.
  23. Wischmeier, W. H., and D. D. Smith, 1965. Predicting rainfall-erosion losses from cropland east of the Roky Mountains, Agriculture Handbook 282, USDA-ARS.
  24. Wischmeier, W. H., and D. D. Smith, 1978. Predicting rainfall-erosion losses : a guide to conservation planning, Agriculture Handbook 282, USDA-ARS.
  25. Yang, C. T., 1972. Unit stream power and sediment transport. J. of the Hyd. Div., ASCE, 99(HYD10): 1805 -1826.

Cited by

  1. Analysis of Flood Inundation Using LiDAR and LISFLOOD Model vol.16, pp.4, 2013, https://doi.org/10.11108/kagis.2013.16.4.001