한국해양공학회지 (Journal of Ocean Engineering and Technology)

  • 제24권4호
  • /
  • Pages.78-85
  • /
  • 2010
  • /
  • 1225-0767(pISSN)
  • /
  • 2287-6715(eISSN)
한국해양공학회 (Korean Society of Ocean Engineers)
권호 표지

3차원 수치모형실험을 통한 오탁방지막의 오염물질 및 준설토 확산 저감특성 조사

Investigation of Reducing Characteristics for the Spreading of Dredging Soil and the Diffusion of Contaminant by Silt Protector Curtain through Three Dimensional Numerical Model Experiment

  • 홍남식 (동아대학교 토목공학과)
  • 투고 : 2010.07.08
  • 심사 : 2010.08.25
  • 발행 : 2010.08.31
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

This study investigates reducing characteristics for the spreading of dredged soil and the diffusion of contaminant by silt protector curtain through three dimensional numerical experiment. The numerical medel is modified by combining the sediment transport characteristics for cohesive sediment into the previously developed model. Several numerical experiments have been given in order to investigate the reducing effect of silt protector using two dimensional numerical channel model under various parameters such as upstream flow velocity, depth of silt curtain and the position of dumped materials. Through the evaluation of several simulation results, we knew that the careful design has to be given in the determination of depth and position of silt protector.

키워드

참고문헌

  1. 홍남식, 강윤구 (2008a). "오탁방지막을 포함하는 3차원 흐름 수치모델의 현장적용", 한국해안해양추계학술대회, 목포, 대한민국.
  2. 홍남식, 강윤구 (2008b). "오탁방지막의 부유사확산 저감효과, 한국해양공학회추계학술대회", 울산, 대한민국.
  3. 홍남식, 김가야, 강윤구 (2008). “오탁방지막을 포함하는 3차원 흐름 수치모델”, 한국해양공학회지, 제22권, 제3호, pp 1-7.
  4. Elder, J.W. (1959). "The Dispersion of a Marked Fluid in a Turbulent Shear Flow", Journal of Fluid Mechanics, No 5, pp 544-560.
  5. Fredsoe, J. (1981). Mean Averaged Current Velocity Distribution under Combined Waves and Current, Progress Report No. 53, ISVA, Technical University of Denmark, Denmark.
  6. Krone, R.B. (1962). Flume Studies of the Transport of Sediment in Estuarial Processes, Hydraulic Engineering Laboratory and Sanitary Engineering Research Laboratory Final Report, Univ. of California, Berkely, California, U.S.A.
  7. Leendertse, J.J. and Gritton, E.C. (1971). A Three-Dimensional Model for Estuaries and Coastal Seas: Vol II, Computation Procedures, Report R-708-NYC, The Rand Corporation, Santa Monica, U.S.A.
  8. Leendertse, J.J., Alexander, R.C. and Liu, S.K. (1973). A Three-Dimensional Model for Estuaries and Coastal Seas: Vol I-IV, Report R-1417, 1764, 1884, 2187-OWRT, The Rand Corporation, Santa Monica, U.S.A.
  9. Leonard, B.P. (1991). "The Ultimate Conservative Differential Scheme Applied to Unsteady One-Dimensional Advection", Comput. Meths. Appl. Mech. Eng., Vol 88, pp 17-74. https://doi.org/10.1016/0045-7825(91)90232-U
  10. Mehta, A.J., Hayter, E.J., Parker, W.R., Krone, R.B. and Teeter, A.M. (1989). "Cohesive Sediment Transport. I: Process Description", Journal of Hydraulic Eng., Vol 115, No 8, pp 1076-1093. https://doi.org/10.1061/(ASCE)0733-9429(1989)115:8(1076)
  11. Van Rijn, L.C., (1984a). Sediment Transport, Part I: Bed Load Transport. Journal of Hydraulic Engineering, ASCE, Vol 110, No 10.
  12. Van Rijn, L.C. (1984b). Sediment Transport, Part II: Suspended Load Transport. Journal of Hydraulic Engineering, ASCE, Vol 110, No 11.
  13. Van Rijn, L.C. (1984c). Sediment Transport, Part III: Bed Forms and Alluvial Roughness. Journal of Hydraulic Engineering, ASCE, Vol 110, No 12.
  14. Van Rijn, L.C. (1993). Principles of Sediment Transport in Rivers, Estuaries and Coastal Seas. AQUA Publications, The Netherlands.