• Limits of the NRCS-CN Method to Assess Groundwater Recharge
  • Choi, In-Hyuk;Woo, Nam-C.;
  • Department of Earth System Sciences, Yonsei University;Department of Earth System Sciences, Yonsei University;
  • 지하수 함양량 평가를 위한 NRCS-CN 법의 적용 한계
  • 최인혁;우남칠;
  • 연세대학교 지구시스템과학과;연세대학교 지구시스템과학과;
References
  • 1. 구민호, 이대하, 2002, 지하수위 변동법에 의한 지하수 함양량 산정의 수치해석적 분석, 지질학회지, 38(3), 407-420
  •  
  • 2. 박재성, 김경호, 전민우, 김지수, 1999, 소유역의 지하수함양률 추정기법, 지하수환경, 6(2), 76-86
  •  
  • 3. 배상근, 2005, 지하수 함양량 산정을 위한 NRCS-CN방법의 적용성, 대한토목학회논문집, 25(6B), 425-430
  •  
  • 4. 배상근, 이승현, 2004, 소유역의 강수에 의한 지하수 함양량 산정, 한국수자원학회논문집, 37(5), 397-406
  •  
  • 5. 장은미, 정인균, 2004, 공간해상도에 따른 유역평균 SCS-CN값 변화에 관한 연구, Korean J. Remote Sensing, 20(6), 361-368
  •  
  • 6. 최병수, 안중기, 1998, 지역단위 지하수 자연함양률 산정방법 연구, 지하수환경, 5(2), 57-65
  •  
  • 7. Arnold, J.G. and Allen, P.M., 1996, Estimating hydrologic budgets for three Illinois watersheds, J. Hydrol., 176, 57-77
  •  
  • 8. Arnold, J.G., Muttiah, R.S., Srinnivasan, R., and Allen, P.M., 2000, Regional estimation of base flow and groundwater recharge in the Upper Mississippi river basin, J. Hydrol., 227, 21-40
  •  
  • 9. Aron, G., Miller, A.C., and Lakatos, A.F., 1977, Infiltration formula based on SCS curve number, J. Irrigation & Drainage Division, ASCE, 103(4), 419-427
  •  
  • 10. Chaplot, V., 2005, Impact of DEM mesh size and soil map scale on SWAT runoff, sediment, and NO3-N loads predictions, J. Hydrol., 312(1), 207-222
  •  
  • 11. De Vries, J.J. and Simmers, I., 2002, Groundwater recharge : an overview of processes and challenges, Hydrogeology J., 10, 5-17
  •  
  • 12. Fetter, C.W., 2001, Applied Hydrogeology. Prentice-Hall Inc., New Jersey, p. 598
  •  
  • 13. Flint, A.L., Flint., L.E., Kwicklis, E.M., Fabryka-Martin, J.T., and Bodvarsson, G.S., 2002, Estimating recharge at Yucca mountain, Nevada, USA : comparison of methods, Hydrogeology J., 10, 180-204
  •  
  • 14. Institute of Hydrology, 1995, Hydrology of soil types : a hydrologically-based classification of the soils of the United Kingdom, Wallingford, Oxfordshire, United Kingdom, Report No.126
  •  
  • 15. Johnson, R.R., 1998, An investigation of curve number applicability to watersheds in excess of 25000 hectares (250 $km^2$), J. Env. Hydrol., 6(7), 1-10
  •  
  • 16. Kim, C.G., Kim, H.J., Jang, C.H., and Kim, N.W., 2003, Runoff estimation from two mid-size watersheds using SWAT model, Water Eng. Res., 4(4), 193-202
  •  
  • 17. Kirkby, M.J. and Chorley, R.J., 1967, Throughflow, overland flow and erosion. Bulletin, IASH, 12, 5-21
  •  
  • 18. Mishra, S.K. and Singh, V.P., 2004, Validity and extention of the SCS-CN method for computing infiltration and rainfall excess rates, Hydrological Proc., 18, 3323-3345
  •  
  • 19. Mishra, S.K. and Singh, V.P., 2005, Catchment area-based evaluation of the AMC-dependent SCS-CN-based rainfall-runoff models, Hydrological Proc., 19, 2701-2718
  •  
  • 20. Mustafa, Y.M., Amin, M.S.M., Lee, T.S., and Shariff, A.R.M., 2005, Evaluation of land development impact on a tropical watershed hydrology using remote sensing and GIS, J. Spatial Hydrology, 5(2), 16-30
  •  
  • 21. Natural Resources Conservation Service, 1986, Urban hydrology for small watersheds, TR-55, U.S. Department of Agriculture
  •  
  • 22. Shrestha, M.N., 2003, Spatially distributed hydrological modelling considering land-use changes using remote sensing and GIS, Map Asia 2003, Water Resources
  •  
  • 23. Stone, D.B., Moomaw, C.L., and Davis, A., 2001, Estimating recharge distribution by incorporating runoff from mountainous areas in an alluvial basin in the Great basin region of the southwestern United States, Ground Water, 39(6), 807-818
  •  
  • 24. Viessman, W. and Lewis, G.L., 1995, Introduction to hydrology (4th ed.), Addison-Wesley Educational Publishers, 760
  •  
  • 25. Wood, W.W., Rainwater, K.A., and Thompson, D.B., 1997, Quantifying macropore recharge: examples from a semi-arid area, Ground Water, 35(6), 1097-1106
  •  

This Article

  • 2007; 12(5): 1-6

    Published on Oct 31, 2007

Correspondence to

  • E-mail: