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Comparative Study on the Subsurface Drainage Discharge Performance by the Type of Non-Excavation Subsurface Drainage Culvert

비굴착 지하배수암거 형태별 지하배수 성능 비교분석

  • Kim, Hyuntai (Mirae Rural Technology Institute) ;
  • Ryu, Jeonyong (Global Business Division, Korea Rural Community Corporation) ;
  • Jung, Kiyuol (National Institute of Crop Science, Rural Development Administration) ;
  • Seo, Donguk (Rural Research Institute, Korea Rural Community Corporation)
  • Received : 2018.09.10
  • Accepted : 2018.10.25
  • Published : 2018.11.30

Abstract

In this study, subsurface discharge performance has been studied through theoretical seepage analysis on four types of culverts that can be installed under the condition of non-excavation, such as (a)perforated pipe(${\Phi}50mm$), (b)perforated pipe+horizontal mat (B50cm) (c)perforated pipe+horizontal mat+vertical gravel(B<10cm), (d)perforated pipe+vertical gravel(B<10cm), and existing typical type (e)perforated pipe with gravel (B40, h=40cm) which can be installed by excavation. The analysis results were as follows. i) Subsurface discharge performance per unit (m) was (a)type 56%, (b) 91%, (c) 96%, (d) 76%, respectively, lower than the value of (e)culvert. ii) However, considering that non-excavation culvert can be installed at a spacing of 5m with the installation cost of the existing excavation culvert at the interval of 10m, it was analyzed that unit subsurface discharge(q) of (a)20.2mm/day(110%), (b)32.8(178%), (c)34.6(188%) (d)27.5(149%) in the four types of non-excavation culvert installed at intervals of 5m under the condition of $ k=10^{-4}cm/s$ was much larger than the amount of (e)type 18.5(100%), existing excavation culvert installed at 10m interval. iii) Through the test construction, peak subsurface drainage discharge($q_p$) was 38.4mm/day, which is larger than the value of design criteria and confirmed that it satisfies the analysis results as well. iv) In particular, it was evaluated that (b)perforated pipe+horizontal mat(B50cm) are low cost, high efficiency subsurface drainage culvert type with sufficient drainage performance(178%).

Keywords

References

  1. Kim, C. H., K. H. Lee, S. C. You, and W. M. Suh, 1979. Drainage performance of various subsurface drain materials. Journal of the Korean Society of Agricultural Engineers 21(3): 43-49 (in Korean).
  2. Jang, Y. S., C. S. Park, and J Y. Park, 2003. A study on the characteristics of unsaturated discharge capacity of horizontal drains. Journal of the Korean Geotechnical Society 19(2): 15-25 (in Korean).
  3. Chung, S. O., 1995. Analyses of subsurface drainage effects of farmland with respect to pipe and envelop material. Magazine of the Korean Society of Agricultural Engineers 37(5): 53-61 (in Korean).
  4. Lee, J. G., S. P. Kim, and S. J. Bae, 2016. Present and future of farmland generalization technology. Magazine of the Korean Society of Agricultural Engineers 58(3): 37-43 (in Korean). https://doi.org/10.5389/KSAE.2016.58.4.037
  5. Fausey, N. R. and R. L. Cooper, 1991. Sub-irrigation response of soybean grown with high yield potential management, Presented at the international conference on sub-irrigation and controlled drainage. Lansing. Michigan, August 12-14.
  6. Son, J. G., J. K. Choi, and J. Y. Cho, 2009. Effect of inorganic cementing agents on soil aggregate formation in reclaimed tidelands. Journal of the Korean Society of Agricultural Engineers 51(4): 43-47 (in Korean). doi:10.5389/ksae.2009.51.4.043
  7. Kim, H. T., D. U. Seo, C. H. Yoo, and S. Y. Kim, 2015. Theoretical analysis of soil desalination characteristics for underdrain system at reclaimed tidal land. Journal of the Korean Society of Agricultural Engineers 57(3): 87-92 (in Korean). doi:10.5389/ksae.2015.57.3.087
  8. Ministry of Agriculture, Food and Rural Affairs, 2001. Planning and design criteria for agricultural production infrastructure development and improvement project (drainage): 283-290 (in Korean).