Journal of The Korean Society of Agricultural Engineers (한국농공학회논문집)

The Korean Society of Agricultural Engineers (한국농공학회)
권호 표지
DOI QR코드

DOI QR Code

Prediction of Sediment according to Type of Rural Canal

농촌용 수로의 유형에 따른 토사 퇴적량 예측

  • Song, Chang Seob (Dept. of Agricultural & Rural Engineering, Chungbuk National University) ;
  • Lim, Seong Yoon (Dept. of Agricultural & Rural Engineering, Chungbuk National University)
  • Received : 2014.09.23
  • Accepted : 2014.11.14
  • Published : 2014.11.30
Download PDF
⟨ Previous Next ⟩

Abstract

Development of the economic methods and the design of the standard sections needs the more project fund and land than ever leads to the objection of enlarging canal arrangement to need economic construction method development and standard design for supporting it. The objective of this study was to evaluate the performance of selected sediment reduction methods to reduce sediment discharges from drain and irrigation of different land types (Mountain, Flatten, Reclaimed land). This study was carried out to analysis for the soil loss and sediment of drain and irrigation by comparing RUSLE method and amount of sediment from amount of dredging data of Korea Rural Corporation. The results of study were analyzed and summarized as follow. Size of soil sediment from the upper region of drain and irrigation of mountains bigger than lower region. But in case of flatten and reclaimed land, size of soil sediment from the upper and lower region of drain and irrigation did not classified. In case of comparison drain and irrigation without classifying of land type, size of soil sediment from irrigation is bigger than drain.

Keywords

References

  1. Erickson, A.J. 1977. Aids for estimating soil erodibility - K value class and soil loss tolerance, U.S. Department of Agriculture. Soil Conservation Service.
  2. Dawen, Yang, Shinjiro Kanae, Taikan, Toshio, Koike and Katumi Musiake, 2003. Global potential soil erosion with reference to land use and climate changes. Hydrological Processes, 17: 2913-2928. https://doi.org/10.1002/hyp.1441
  3. Kim, C. S., G. L. Yoon and H. G. Park, 2004. A Study on Bulking Change of Dredged Soils by Pump Dredger, Journal of Korean Geo-Environmental Society, 5(4): 5-11 (in Korean).
  4. Kim, J. H., K. T. Kim and K. B. Yeon, 2003. Analysis of Soil Erosion Hazard Zone using GIS, Journal of the Korean Association of Geographic Information, 6 (2): 22-32 (in Korean).
  5. 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 korean society of geographic information, 10(1): 158-168 (in Korean).
  6. Park, J. K., C. S. Song, C. Yu and S. Y. Lim, 2014. Analysis of Sediment according to Land Type, Journal of Agriculture & Life Science, 48(1): 149-159 (in Korean). https://doi.org/10.14397/jals.2014.48.1.149
  7. Park, J. K., C. S. Song and S. Y. Lim, 2014. Analysis Characteristics of Physical - Chemical and Study on the Recycling of Sediment in Rural Canal, Journal of the Korean Society of Agricultural Engineers, 56(4): 77-82 (in Korean). https://doi.org/10.5389/KSAE.2014.56.4.077
  8. Yi, Y. M., U. S. Yeo, D. H. Oh and K. J. Sung, 2011. Annual Changes in Scirpus planiculmis and Environmental Characteristics of the Nakdong River Estuary, Journal of Korean wetlands society, 13(3): 567-579 (in Korean).
  9. Yoon, G. L. and W. S. Jeong, 2008. Assessment of Contamination of Harbor Dredged Materials for Beneficial Use, Journal of the Korean geotechnical society, 24(5): 15-25 (in Korean).
  10. Report of the Amount of Dredging for the Canal, 2013. Korea Rural Community Corporation.
  11. Development of material and construction method of water treatment for agricultural channel, 2008. Ministry of Agriculture, Food and Rural Affairs.
  12. Vanoni, V. A., 1975. Sedimentation Engineering, Mannual and Report No.54. American Society Civil Engineers, New York, N. Y.
  13. National Emergency Management Agency, 2012. Practical Guidelines on the review of the pre-construction disaster effect consultations, 137-138, Korea.

Cited by

  1. Evaluating Applicability of Sediment Transport Capacity Equations through Sensitivity Analysis vol.57, pp.6, 2015, https://doi.org/10.5389/KSAE.2015.57.6.079