DOI QR코드

DOI QR Code

Hydraulic Characteristics of the Non-power Soil Cleaning and Keeping System by the Large-Scale Model Test at the Dike Gate

배수문에서 실내모형실험에 의한 무동력 토사제거시스템의 수리 특성

  • Park, Chan Keun (Korea Rural Community Corporation(KRC)) ;
  • Oh, Beom Hwan (Korea Rural Community Corporation(KRC)) ;
  • Lee, Dal Won (Dept. of Agricultural and Rural Engineering, Chungnam National University)
  • Received : 2014.07.21
  • Accepted : 2014.09.17
  • Published : 2014.09.30

Abstract

In this study, the large-scale hydraulic model test was performed to investigate the hydraulic characteristics for development of the non-power soil cleaning and keeping system at the dike gate. The outlet height, outflow number, outflow discharge, and outflow cycle were compared and analyzed. The non-power soil cleaning and keeping system was most effective at 11.2 mm in the outlet height. And then the mean outflow cycle was 1.09 sec, and the mean outflow discharge was $0.00164m^3/s$. The total outflow number increased gradually as the water level of a water tank increased, and the outlet height decreased. As a level of water tank decreased, the mean outflow cycle was lengthened, and the unit outflow discharge increased. This result showed this system was most effective. To remove the silty clay deposited in facilities, the methods of excavation, dredging, high pressure washing, etc have been applied to the tidal facilities such as land reclamation, a small size fishing port, and a harbor for maintenance. However, this is extremely cost-ineffective, whereas the non-power soil cleaning and keeping system will bring about an enormously positive economic effect. In addition, when the non-power soil cleaning and keeping system is applied to the dike gate of land reclamation, a thorough examination of the local tidal data and the careful system planning are required to prevent the disaster damage caused by flooding.

Keywords

References

  1. Choi, B. H., 1985. Tidal sand banks in the west coast of Korea. Magazine of Korea Water Resources Association 18(3): 235-24 (in Korean).
  2. Hjulstrom, F., 1942. Studien uber das Maander-Problem. Geografiska Annaler 24: 233-269. https://doi.org/10.2307/520084
  3. Jung, D. K., 2008. Sedimentary effects of break-water construction on coastal environments (I). Ministry of Science, ICT and Future Planning.
  4. Jung, J. S., B. H. Kim, H. J. Kim, and Y. S. Cho, 2010. Calculation of the peak-delay force reduction parameter of multi-directional random waves acting on a long caisson breakwater. Journal of Korea Water Resources Association 43(10): 843-850 (in Korean). https://doi.org/10.3741/JKWRA.2010.43.10.843
  5. Kim, Y. T., J. I. Lee, Y. S. Cho, and T. M. Ha, 2010. Wave overtopping reduction coefficient of vertical wall for obliquely incident waves. J. of Korean Society for Marine Environmental Engineering 22(3): 149-155 (in Korean).
  6. Kim, N. I., D. G. Kim, K. S. Lee, and D. S. Kim, 2005. Analysis of the discharge capacity improvement of a lock gate by using 3-dimensional numerical simulation. Journal of Korea Water Resources Association 38(3): 189-198 (in Korean). https://doi.org/10.3741/JKWRA.2005.38.3.189
  7. Lee, D. J., Y. K. Park, 2013. A study on the sediment deposition height computation at Gunsan port using EFDC. J. Korean Water Resources Association 46(5): 531-545 (in Korean). https://doi.org/10.3741/JKWRA.2013.46.5.531
  8. Lee, H. J., 2008. Sedimentary effects of break-water construction on coastal environments (II). Ministry of Science, ICT and Future Planning (in Korean).
  9. Lee, Y. M., E. K. Choi, S. W. Kim, K. H. Lee, Y. J. Yoon, and H. D. Lim, 2012. Stratigraphic sequence and depositional environment of unconsolidated deposits in the west seacoast. J. of the Korean Geotechnical Society 28(10): 55-68 (in Korean). https://doi.org/10.7843/kgs.2012.28.10.55
  10. Lee, S. H., E. C. Jang, and J. Y. Ha, 2007. Comparison between a 3 dimensional turbulent numerical model and hydraulic experiment model for the flow phenomenon around a lock gate. J. of Korean Society for Marine Environmental Engineering 19(2): 162-169 (in Korean).
  11. Park, C.K., 2013. Soil and clay removing apparatus. Patent Number 10-1283249.
  12. Shin, D. H., B. C. Kum, E. Y. Park, H. I .Lee, and J. K. Oh, 2004. Seasonal sedimentary characteristics and depositional environments after the construction of seawall on the Iwon macrotidal flat. Journal of the Korean Earth Science Society 25(7): 615-628 (in Korean).
  13. Stewart, J., 2011. Essential calculus. Kyowoosa.