CFD modelling of helically coiled tube flocculators for velocity gradient assessment

Helical tubes are used as reactors in applications such as food processing and water and wastewater treatment. In water and wastewater treatment plants, helically coiled tube flocculators (HCTFs) provide efficiency gains over the more traditionally used baffled tanks. Their superior performance has been credited to more favourable velocity gradients (G) but detailed fluid dynamics information on the response of such reactors to varying design and operational conditions is still lacking. In this study, three-dimensional computational fluid dynamics (CFD) simulations were conducted to address this shortcoming. A validated CFD model of HCTFs was applied to assess the impact of varying reactor diameter and operating flow rate on the distributions of G, axial velocity and secondary flow structures. The developed flow region of the reactor was characterised for the occurrence and corresponding response of two cross-section zones, which govern the reactor efficiency. An equation is proposed associating G with a normalised parameter involving the reactor torsion, curvature and Reynolds number, which can be used to support the rational design, optimisation and operation control of HCTFs.

[1]  M. S. Hameed,et al.  Improved technique for river water flocculation , 1995 .

[2]  Jan D. Miller,et al.  Characterization of the high kinetic energy dissipation of the Flocs Generator Reactor (FGR) , 2007 .

[3]  Kyoji Yamamoto,et al.  Experimental study of the flow in a helical circular tube , 1995 .

[4]  S. Elmaleh,et al.  Flocculation energy requirement , 1991 .

[5]  Andrea Cioncolini,et al.  On the laminar to turbulent flow transition in diabatic helically coiled pipe flow , 2006 .

[6]  W. R. Dean,et al.  Note on the motion of fluid in a curved pipe , 1959 .

[7]  Saravanamuthu Vigneswaran,et al.  Flocculation study on spiral flocculator , 1986 .

[8]  H. Ngo,et al.  Flocculation—cross-flow microfiltration hybrid system for natural organic matter (NOM) removal using hematite as a flocculent , 2002 .

[9]  W. R. Dean XVI. Note on the motion of fluid in a curved pipe , 1927 .

[10]  Krishna D.P. Nigam,et al.  A Review on the Potential Applications of Curved Geometries in Process Industry , 2008 .

[11]  E. Carissimi,et al.  The flocs generator reactor-FGR: a new basis for flocculation and solid-liquid separation , 2005 .

[12]  P. Mishra,et al.  Momentum Transfer in Curved Pipes. 2. Non-Newtonian Fluids , 1979 .

[13]  Kyoji Yamamoto,et al.  Visualization of the flow in a helical pipe , 2002 .

[14]  M. Clifton,et al.  Electrochemical measurement of velocity gradient at the wall of a helical tube , 2003 .

[15]  M. A. I. Al Hashimi,et al.  Effectiveness of helical pipes in the flocculation process of water , 1989 .

[16]  Massimo Germano,et al.  The Dean equations extended to a helical pipe flow , 1989, Journal of Fluid Mechanics.

[17]  J. Gregory Flocculation in laminar tube flow , 1981 .

[18]  M. Germano,et al.  On the effect of torsion on a helical pipe flow , 1982, Journal of Fluid Mechanics.

[19]  M. Ebadian,et al.  Laser Doppler anemometry measurements of laminar flow in helical pipes , 2003 .

[20]  Rainer Friedrich,et al.  Influence of curvature and torsion on turbulent flow in helically coiled pipes , 2000 .

[21]  Andrea Cioncolini,et al.  An experimental investigation regarding the laminar to turbulent flow transition in helically coiled pipes , 2006 .

[22]  K. Sandeep,et al.  Effect of tube curvature ratio on the residence time distribution of multiple particles in helical tubes , 2004 .

[23]  W. R. Dean LXXII. The stream-line motion of fluid in a curved pipe (Second paper) , 1928 .

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

[25]  P. Tiwari,et al.  Three-dimensional fluid mechanics of particulate two-phase flows in U-bend and helical conduits , 2006 .

[26]  L. Talbot,et al.  Flow in Curved Pipes , 1983 .