DOI QR코드

DOI QR Code

Applications of WEPP Model to a Plot and a Small Upland Watershed

WEPP 모형을 이용한 밭포장과 밭유역의 토양 유실량 추정

  • 강민구 (한국수자원공사 수자원연구원) ;
  • 박승우 (서울대학교 농업생명과학대학 생물자원공학부) ;
  • 손정호 (삼안건설기술공사) ;
  • 강문성 (서울대학교 농업생명과학연구원)
  • Published : 2004.01.01

Abstract

The paper presents the results from the applications of the Water Erosion Prediction Project (WEPP) model to a single plot, and also a small watershed in the Mid Korean Peninsula which is comprised of hillslopes and channels along the water courses. Field monitoring was carried out to obtain total runoff, peak runoff and sediment yield data from research sites. For the plot of 0.63 ha in size, cultivated with com, the relative error of the simulated total runoff, peak runoff rates, and sediment yields using WEPP ranged from -16.6 to 22%, from -15.6 to 6.0%, and from 23.9 to 356.4% compared to the observed data, respectively. The relative errors for the upland watershed of 5.1 ha ranged from -0.7 to 11.1 % for the total runoff, from -6.6 to 35.0 % for the sediment yields. The simulation results seem to justify that WEPP is applicable to the Korean dry croplands if the parameters are correctly defined. The results from WEPP applications showed that the major source areas contributing sediment yield most are downstream parts of the watershed where runoff concentrated. It was suggested that cultural practice be managed in such a way that the soil surface could be fully covered by crop during rainy season to minimize sediment yield. And also, best management practices were recommended based on WEPP simulations.

Keywords

References

  1. Agricultural Research Service(ARS). 1995. WEPP user summary, U. S. Department of Agriculture.
  2. Ascough II, J. C., C. Baffaut, M. A. Nearing, and B. Y. Liu. 1997. The WEPP watershed model: I. Hydrology and erosion. Transactions of the ASAE 40(4) : 921-933. https://doi.org/10.13031/2013.21343
  3. Baffaut, C., M. A., Nearing, J. C. Ascough II, and B. Y. Liu. 1997. The WEPP watershed model: II. Sensitivity and discretization on small watersheds. Transactions of the ASAE 40(4) : 935-943. https://doi.org/10.13031/2013.21344
  4. Kim, J. T and S. W. Park. 1994. Runoff and Soil Losses from sloping lands with different cropping practices. Journal of the Korean Society of Agricultural Engineers 36(1): 73-82. (in Korean)
  5. Kim, J. T. 1989. Application of soil erosion and sedimentation models to a small watershed. MS thesis, Seoul National University. (in Korean)
  6. Kim, S. J. 1997. Physically-based soilwater erosion model. Journal of the Korean Society of Agricultural Engineers 39(4): 82-89. (in Korean)
  7. Lee, B. L. and C. Y. Kim. 1999. Prototype of JAVA/socket-based web interface for DOS-WEPP. Agroinformation journal 1(1):43-48. (in Korean)
  8. Liu B. Y., M. A. Nearing, C. Baffaut, J. C. Ascough II, and B. Y. Liu. 1997. The WEPP watershed model: III. Comparisons to measured data from small watersheds. Transactions of the ASAE 40(4) : 945-952. https://doi.org/10.13031/2013.21345
  9. Tiscareno-Lopez, M., V. L. Lopes, J. J. Stone, and L. J. Lane. 1994. Sensitivity analysis of the WEPP watershed model for rangeland applications II: Channel Processes. Transactions of the ASAE 37(1) : 151-158. https://doi.org/10.13031/2013.28065
  10. Tiscareno-Lopez, M., V. L. Lopes, J. J. Stone, and L. J. Lane. 1993. Sensitivity analysis of the WEPP watershed model for rangeland applications I: hillslope Processes. Transactions of the ASAE 36(6) : 1659-1672. https://doi.org/10.13031/2013.28509
  11. Risse, L. M., M. A. Nearing, and X. C. Zhang. 1995. Variability in Green-Ampt effective hydraulic conductivity under fallow conditions. Journal of Hydrology 169 : 1-24. https://doi.org/10.1016/0022-1694(94)02676-3
  12. Risse, L. M., M. A. Nearing, and M. R. Savabi. 1994. Determining the Green-Ampt effective hydraulic conductivity from rainfall-runoff data for the WEPP model. Transactions of the ASAE 37(2) : 411-418. https://doi.org/10.13031/2013.28092