A simple laboratory experiment of the hindered settling process of high-concentration sediment suspension

In this study, a simple laboratory settling experiment is performed to examine the hindered settling process of high-concentration sediment suspension. In the suspension, the height of the clear water–turbid water interface undergoes an initial, rapidly decreasing phase followed by a slowly decreasing phase with increasing settling time. The influences of initial settling height, primary sediment concentration and the size distribution of the sediment sample on the hindered settling process of the suspension are investigated. A large initial settling height of the suspension leads to a slow settling velocity of the suspension during the rapidly decreasing phase. The larger the primary particle concentration of the suspension, the more gently the vertical position of the interface decreases during the rapidly decreasing phase. Increasing the primary particle concentration also causes the slowly decreasing phase to appear later. Finally, a fine-grained sediment suspension results in a gentle decrease in the vertical position of the clear water–turbid water interface and a small settling velocity of the interface during the rapidly decreasing phase.

[1]  P. Levitz,et al.  Flocculation of Clay Colloids Induced by Model Polyelectrolytes: Effects of Relative Charge Density and Size. , 2017, Chemphyschem : a European journal of chemical physics and physical chemistry.

[2]  Shuai-jie Guo,et al.  Deposited sediment settlement and consolidation mechanisms , 2015 .

[3]  E. James,et al.  On the factors affecting the settling velocity of fine suspended sediments in a shallow estuary , 2015, Journal of Oceanography.

[4]  Zhongfan Zhu Criteria for Distinguishing Floc Sedimentation and Gel-Like Network Sedimentation of Cohesive Fine-Grained Sediment in a Turbulent Flow , 2014 .

[5]  D. Pal,et al.  Hindered settling with an apparent particle diameter concept , 2013 .

[6]  F. Maggi The settling velocity of mineral, biomineral, and biological particles and aggregates in water , 2013 .

[7]  L. Portela,et al.  Effect of salinity on the settling velocity of fine sediments of a harbour basin , 2013 .

[8]  B. Camenen,et al.  Modelling the settling of suspended sediments for concentrations close to the gelling concentration , 2011 .

[9]  N. Cheng Comparison of formulas for drag coefficient and settling velocity of spherical particles , 2009 .

[10]  Ping Dong,et al.  Hindered settling velocity of cohesive/non-cohesive sediment mixtures , 2008 .

[11]  J. Winterwerp,et al.  Hindered settling of mud flocs: Theory and validation , 2007 .

[12]  J. C. Winterwerp,et al.  On the flocculation and settling velocity of estuarine mud , 2002 .

[13]  C. Estournel,et al.  Evolution of particle size and concentration in the Rhône river mixing zone:: influence of salt flocculation , 2001 .

[14]  W. V. Leussen,et al.  The variability of settling velocities of suspended fine-grained sediment in the Ems estuary , 1999 .

[15]  Johan C. Winterwerp,et al.  A simple model for turbulence induced flocculation of cohesive sediment , 1998 .

[16]  Nian-Sheng Cheng,et al.  Effect of Concentration on Settling Velocity of Sediment Particles , 1997 .

[17]  C. Migniot,et al.  Étude des propriétés physiques de différents sédiments très fins et de leur comportement sous des actions hydrodynamiques , 1968 .

[18]  Arman Vahedi,et al.  Application of fractal dimensions to study the structure of flocs formed in lime softening process. , 2011, Water research.

[19]  Ruben Kretzschmar,et al.  Effects of adsorbed humic acid on surface charge and flocculation of kaolinite , 1997 .