DOI QR코드

DOI QR Code

Analysis of Characteristics of Cohesive Sediment Settling

점착성 퇴적물의 침전 특성 분석

  • Published : 2005.02.01

Abstract

The settling concentration of fine suspended solid particles(alumina(Al$_2$O$_3$) and quartz(SiO$_2$)) is investigated with the physico-chemical effects(initial concentration, pH and NaCl). Laboratory tests have confirmed the significant influence of increasing initial concentration and salinity which can lead to flocculation due to the intermolecular attraction. Furthermore, the influence of the pH value on the concentration-time corves of alumina has been on firmed. Besides a numerical model to predict the behaviour of cohesive deposit under still water is analyzed by solving the unsteady one-dimensional diffusion-advection equation with a explicit, implicit, Crank-Nicolson and finite difference scheme. The model predicts the existence of an equilibrium concentration. Application of the model with implicit centered difference to data from settling experiments shows a similar distribution.

미세하게 부유된 입자(alumina(Al$_2$O$_3$), quartz(SiO$_2$))의 침전 농도를 물리-화학적(초기농도, pH, NaCl)인 영향을 고려하면서 연구하였다. 침강실험은 입자사이의 끌어당기는 힘 때문에 Flocculation(플록 형성)이 일으키는 초기농도와 NaCl의 증가가 중요한 영향을 미치며, 더욱이 미립자(alumina(Al$_2$O$_3$))의 농도-시간 곡선에 pH의 영향이 매우 큼을 보였다. 또한 정지수면 조건하에서 미립자의 침전 거동예측을 위한 수치 모델은 부정류 1차원 이송방정식에 의해 분석되었으며 양해법, 음해법, Crank-Nicolson 기법 및 유한차분법을 이용하였다. 수치모델은 평형을 이룬 농도변화까지 예측하였으며, 실험치의 비교분석을 통해 중앙차분법을 통한 Implicit 모형의 계산이 대체로 일치하였다.

Keywords

References

  1. Hayter, E.J. (1987). Finite element hydrodynamic and cohesive sediment transport modelling system. Report, Department of Civil Engineering, Clemson University, Clemson, SC
  2. Krank, K. (1980). 'Experiments on the significance of flocculation in the settling of fine grained sediment in still water.' Canadian Journal of Earth Sciences, 17(11):1517-1526 https://doi.org/10.1139/e80-159
  3. Krone, R. B. (1962). Flume Studies cf the Transport of Sediment in Estuarial Shoaling Processes. Final Rep. Hydr. Engr. Lab. and Sanitary Engr. Res. Lab., Univ. of California, Berkeley, June
  4. Lau, Y.L. (1996). 'Modelling cohesive sediment settling.' Arch Hydrobiol. Spec. Issues Advanc. Limnol. 47, p. 363-371, Suspended Particulate Matter in Rivers and Estuaries
  5. Lau, Y.L., and Krishnappan, B.G. (1992). 'Changes in settling velocity and size distribution of cohesive sediment during settling.' J. Hydr. Res. 30 (5): 673-684 https://doi.org/10.1080/00221689209498887
  6. Lick, W. (1982). 'Entrainment, deposition and transport of fine-grained sediments in lakes.' - Hydrobiologia 91 : 31-40 https://doi.org/10.1007/BF02391920
  7. Mehta, A.J., and Partheniades, E. (1975). 'An Investigation of the Depositional properties of flocculated Fine Sediments.' Journal of Hydraulic Research, 13(4): 361-381 https://doi.org/10.1080/00221687509499694
  8. Partheniades, E. (1965). 'Erosion and Deposition of Cohesive Soils.' J. Hydr. Div., Proc. ASCE, Vol. 91, No. HY1, Proc. Paper 4204, January
  9. Partheniades, E., and Kennedy, J.F. (1966). 'Depositional Behaviour of Fine Sediment in a Turbulent Fluid Motion.' Pro. 10th Conference on Coastal Engineering, Tokyo, Vol II, pp. 708-724
  10. Van Leussen, W. (1994). Estuarine Macroflocs and their Role in Fine-grained Sediment Transport. Ph.D. Thesis, University Utrecht
  11. Kim, J. W., Nguyen, V. T., und Nestrnann, F. (2002). Mobilisierung und Immobilisierung von Peloiden an Gewassersohlen. Arbeitsbericht des DFG Projektes
  12. Mihopulos, J. (1995). Wechselwirkung Flockenbildung Flockenabtrennung unter Berucksichti - gung der Durchstramungsmuster in Sedimentations- und Flotationsbecken. Dissertation, Institut fur Siedlungs Wasserwirtschft, Universitat Karlsruhe, Heft 72
  13. Nestmann, F., und Buchele, B. (2002). Morphodynamik der Elbe. Schlussbericht des BMBF-Verbundprojektes mit Enzelbeitragen der Partner und Anlagen-CD Karlsruhe: Inst. f. Wasser-wirtschaft u. Kulturtechnik, Univ, Karlsruhe

Cited by

  1. Experimental Study on Erosional Behaviour of Fine-Grained Sediments vol.14, pp.3, 2014, https://doi.org/10.9798/KOSHAM.2014.14.3.291