Assessment of hydraulic flocculation processes using CFD

[1]  Margaritis Kostoglou,et al.  A CFD-based simulation study of a large scale flocculation tank for potable water treatment , 2010 .

[2]  No-Suk Park,et al.  Examination of three-dimensional flow characteristics in the distribution channel to the flocculation basin using computational fluid dynamics simulation , 2005 .

[3]  Anastasios I. Stamou,et al.  Improving the hydraulic efficiency of water process tanks using CFD models , 2008 .

[4]  J. Bridgeman,et al.  The development and application of CFD models for water treatment flocculators , 2010, Adv. Eng. Softw..

[5]  Lingguang Song,et al.  Three-Dimensional Simulation on the Water Flow Field and Suspended Solids Concentration in the Rectangular Sedimentation Tank , 2008 .

[6]  F J Muzzio,et al.  Shear distribution and variability in the USP Apparatus 2 under turbulent conditions. , 2004, International journal of pharmaceutics.

[7]  Margaritis Kostoglou,et al.  The effect of influent temperature variations in a sedimentation tank for potable water treatment--a computational fluid dynamics study. , 2008, Water research.

[8]  John Bridgeman,et al.  Assessing floc strength using CFD to improve organics removal , 2008 .

[9]  Graham A. Gagnon,et al.  Determination of conventional velocity gradient (G) using CFD technique for a pilot-scale flocculation system. , 2010 .

[10]  Robert C. Andrews,et al.  Case study comparisons of computational fluid dynamics (CFD) modeling versus tracer testing for determining clearwell residence times in drinking water treatment , 2006 .

[11]  Alain Liné,et al.  Experimental analysis of floc size distributions in a 1-L jar under different hydrodynamics and physicochemical conditions. , 2005, Journal of colloid and interface science.

[12]  John A. McCorquodale,et al.  Influence of skirt radius on performance of circular clarifier with density stratification , 1992 .

[13]  Y. A. Argamcrn PILOT‐PLANT STUDIES OF FLOCCULATION , 1971 .

[14]  J. Gregory Monitoring floc formation and breakage. , 2004, Water science and technology : a journal of the International Association on Water Pollution Research.

[15]  B. Jefferson,et al.  Treatment Options and Their Effect on NOM—Coagulant Floc Structures , 2008 .

[16]  Desmond F. Lawler,et al.  An enhanced tanks-in-series model for interpretation of tracer tests , 2005 .

[17]  D. Schmidt,et al.  Three-dimensional modeling for estimation of hydraulic retention time in a reservoir , 2006 .

[18]  John L. Cleasby,et al.  Is Velocity Gradient a Valid Turbulent Flocculation Parameter , 1984 .

[19]  J. Haarhoff,et al.  Towards optimal design parameters for around-the-end hydraulic flocculators , 2001 .

[20]  Mark M. Clark,et al.  Turbulence in Flocculators: Comparison of Measurements and CFD Simulations , 1999 .

[21]  Philip C. Singer,et al.  Performance and analysis of tracer tests to determine compliance of a disinfection scheme with the SWTR , 1990 .

[22]  H. Bernhardt,et al.  Effects of Energy Input during Orthokinetic Aggregation on the Filterability of Generated Flocs , 1993 .