DOI QR코드

DOI QR Code

WEPP 모델을 이용한 고랭지밭 경사도별 침사지 적정용량 산정방법

Design of Optimum Volume of Sediment Settling Pond at Highland Agricultural Watershed Using WEPP Model

  • Hyun, Geun-Woo (Gangwon-do Health and Environmental Institute) ;
  • Park, Sung-Bin (Gangwon-do Health and Environmental Institute) ;
  • Park, Jeong-Hee (Department of Environmental Science, Kangwon National University) ;
  • Geon, Sang-Ho (Department of Environmental Science, Kangwon National University) ;
  • Choi, Jae-Wan (Division of Water and Environment, Korea Environment Institute) ;
  • Kim, Ki-Sung (Department of Regional Infrastructures Engineering, Kangwon National University) ;
  • Lim, Kyoung-Jae (Department of Regional Infrastructures Engineering, Kangwon National University)
  • 투고 : 2010.03.19
  • 심사 : 2010.09.14
  • 발행 : 2010.09.30

초록

The optimum volume of sediment settling pond is determined by the maximum rainfall and surface peak rate runoff from crop field. Based on analysis of measured rainfall and runoff data, it was found that rainfall intensity of 2 mm/min would result in peak rate runoff from the agricultural field of study area. Optimum pond volume under various slope scenarios were determined using the WEPP model calibrated with measured flow and sediment data for the study watershed. For the agricultural field with the slope of 7 % and area of $2,600\;m^2$ at the study area, at least $6.4\;m^3$ of sediment settling pond is needed as shown in this study. The results presented in this study could be used as a guide in designing appropriate volume of sediment settling pond at highland agricultural areas because both very detailed field measurement and calibrated WEPP model results are used in the analysis.

키워드

참고문헌

  1. Chen, Charng-Ning, 1975. Design of Sediment Retention Basin. National Symposium on Urban Hydrology and Sediment Control, 28-31 Univ. of Kentucky.
  2. 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).
  3. Committee of the Han River Management, 2005. Measurement of Non-Point Source Pollution Load Discharges 80-94 (in Korean).
  4. Curtis, David C. and Richard H. McCuen, 1997, Design Efficiency of Stormwater Detention Basins, Journal of the Water Resources Planning and Management Division, ASCE, 103(1): 125-140.
  5. Davis, William J., William E. Bell and Lewis H. Williams, 1997, Trap Efficiency of Sediment Basin below Construction Site, A Practical Case Study. International Symposium on Urban Hydraulics and Sediment Control, 241-246 Univ. of Kentucky, Lexington, kentucky.
  6. Ferrara, Raymond A., 1982. Stormwater detention and Nonpoint Source Pollution Control. International Symposium Hydrology, Hydraulics and Sediment Control, 91-97 Univ. of Kentucky.
  7. Flanagan, D. C. and Livingston, S. J., 1995. WEPP User Summary. NSERL Report 11, USDA-ARS National Soil Erosion Research Laboratory, West Lafayette, Indiana.
  8. Goldman, S. J., Jackson, K. and Bursztynsky, T. A., 1986. Erosion and Sediment Control Handbook, McGraw Hill Inc., New York.
  9. Gangwon Institute of Health and Environment, 2009. Development of sediment pond to reduce soil loss at the highland agriculture region. Gangwon-do Health and Environmental Institute Report (in Korean).
  10. Hyun G. W., B. N. Heo, I. R. Heo, W. G. Jung, S. Y. Go, S. J. Lee, T. W. Lee, S. B. Park, Y. J. Kim, and S. S. Kim, 2008. Efficiency of Dual-Cylinder Type Sediment Settling Pond to Mitigat Muddy Water at Highland Agrcultural Fields. Gangwon-do Health and Environmental Institute Report (in Korean).
  11. Lee, E. J., Y. K. Cho, S. W. Park, H. K. Kim, 2006. Estimating Soil Losses from Saemangeum Watershed Based on Cropping Systems. Journal of the Korean Society of Agricultural Engineers 48(6): 101-112 (in Korean). https://doi.org/10.5389/KSAE.2006.48.6.101
  12. Lee, G. S., M. J. Lee, H. J. Hong, and E. H. Hwang, 2007. Efficiency of soil Erosion to a Debris Barrier using GIS. Journal of the Korean Association of Geographic Information Studies 10(1): 158-168 (in Korean).
  13. National Institue of Environmental Research,. 2008. National Management Measures for the Control of Nonpoint Pollution from Agriculture 175-221 (in Korean).
  14. Pemberton, E. L. and Lara, J. M., 1971. A Procedure to Detention Sediment Deposition in a Settling Basin. U.S. Department of the Interior, Bureau of Reclamation Sedimentation Investigations Technical Guidance Series, Section E. Part 2, Denver. Colorado.
  15. Shin, H. S., K. H. Lee, J. H. Park, 2009. Analysis of Spectral Reflectance Characteristics for Sand and Silt Turbid Water. Journal of the Korean Society of Agricultural Engineers 51(3): 37-43 (in Korean). https://doi.org/10.5389/KSAE.2009.51.3.037
  16. Woo C. H., and K. Y. Hwang, 1999. A Study on Establishing Optimum Scale of Sediment Basin for Preventing the Outflow of Sediment - In the case of Buju Mountain in Mokpo city, Korea. Journal of the Korean Institute of Landscape Architecture 26(4): 59 -69 (in Korean).

피인용 문헌

  1. Flow Characteristics of Lateral Irrigation Canals Diverted from Kimje Main Canal in Dongjin Irrigation Area vol.54, pp.5, 2012, https://doi.org/10.5389/KSAE.2012.54.5.113