Technical Papers
Feb 8, 2016

Mechanistic Flocculation Model Incorporating the Fractal Properties of Settling Particles

Publication: Journal of Environmental Engineering
Volume 142, Issue 7

Abstract

A mechanistic isopercentile flocculent sedimentation model was derived from basic fractal behavior of colloidal particles in turbid water. The model showed the fractal nature of growing particles, which was in opposition to the most commonly used semiempirical models that assume growth of particles as compact spheres. The model development was based on particle size distribution (PSD) analysis results from settling batch column experiments. The experimental batches were conducted at initial concentrations ranging from 150 to 350mg/L and coagulant doses in the range of 10–70mg/L. From the collected PSD data, a fractal dimension D (L), fractal settling velocity av (LT1), and model-fit parameters affecting the shape of isopercentile removal trajectories were obtained. The resulting calibrated model performed better than previously proposed semiempirical models. Lower degrees of fitting error, represented by sum of squares error (SSE) = 0.44–0.90, were achieved using the new model, which was much lower than the SSE range of 3.10–9.44 from previous models fitted to the same data set. The improved fitness of the new model was attributed to its ability to capture the fractal growth property of settling particles, which resulted in incipient buoyancy and settling deceleration of the formed flocs–properties that were not represented in previous models.

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Acknowledgments

The research was funded partially through the National Research Foundation (NRF) Incentive Funding for Rated Researchers, Grant No. IFR2010042900080 awarded to Evans M. N. Chirwa of the University of Pretoria.

References

APHA (American Public Health Association). (2005). Standard methods for the examination of water and wastewater, 21st Ed., Washington, DC.
Je, C., and Chang, S. (2004). “Simple approach to estimate flocculent settling velocity in a dilute suspension.” Environ. Geol., 45(7), 1002–1009.
Khelifa, A., and Hill, P. S. (2006). “Models for effective density and settling velocity of flocs.” Hydraul. Res., 44(3), 390–401.
Maggi, F. (2007). “Variable fractal dimension: A major control for floc structure and flocculation kinematics of suspended cohesive sediment.” J. Geophys. Res., 112(C7), 1–12.
Maggi, F., Mietta, F., and Winterwerp, J. C. (2007). “Effect of variable fractal dimension on the floc size distribution of suspended cohesive sediment.” J. Hydrol., 343(1–2), 43–55.
Maggi, F., and Winterwerp, J. C. (2004). “Method for computing the three-dimensional capacity dimension from two-dimensional projections of fractal aggregates.” Phys. Rev. E. Stat. Nonlin. Soft Matter Phys., 69(1 Pt 1), 1–8.
Özer, A. (1994). “Simple equations to express settling column data.” J. Environ. Eng., 677–682.
Packman, J. J., Comings, K. J., and Booth, D. B. (1999). “Using turbidity to determine total suspended solids in urbanizing streams in the Puget lowlands: In confronting uncertainty, managing change in water resources and the environment.” Proc., Canadian Water Resources Association Annual Meeting, Canadian Water Resources Association, 158–165.
Piro, P., Carbone, M., Penna, N., and Marsalek, J. (2011). “Characterization of the settling process for wastewater from a combined sewer system.” Water Res., 45(20), 6615–6624.
Ramatsoma, M. S., and Chirwa, E. M. N. (2012). “Computational simulation of flocculent sedimentation based on experimental results.” Water Sci. Technol., 65(6), 1007–1013.
San, H. A. (1989). “Analytical approach for evaluation of settling column data.” J. Environ. Eng., 455–461.
Sato, D., Kobayashi, M., and Adachi, Y. (2004). “Effect of floc structure on the rate of shear coagulation.” J. Colloid Interf. Sci., 272(2), 345–351.
Sithebe, N. P., Methula, B., and Chirwa, E. M. N. (2014). “A finite velocity simulation of sedimentation behaviour of flocculating particles—A real time model evaluation.” Water SA, 40(1), 109–116.
Smoluchowski, M. (1917). “Versuch einer mathematischen theorie der kaogulationskinetik kolloider losungen.” Z. Phys. Chem., 92, 129–168.
Thomas, D. N., Judd, S. J., and Fawcett, N. (1999). “Flocculation modelling: A review.” Water Res., 33(7), 1579–1592.
Vahedi, A., and Gorczyca, B. (2011). “Application of fractal dimensions to study the structure of flocs formed in lime softening process.” Water Res., 45(2), 545–556.
Vahedi, A., and Gorczyca, B. (2012). “Predicting the settling velocity of flocs formed in water treatment using multiple fractal dimensions.” Water Res., 46(13), 4188–4194.
Verney, R., Lafite, R., Brun-Cottan, J. C., and Le Hir, P. (2010). “Behaviour of a floc population during a tidal cycle: Laboratory experiments and numerical modelling.” Cont. Shelf Res., 31(10), S64–S83.
Winterwerp, J. C. (1998). “A simple model for turbulence induced flocculation of cohesive sediment.” J. Hydraul. Res., 36(3), 309–326.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 142Issue 7July 2016

History

Received: Mar 9, 2015
Accepted: Nov 11, 2015
Published online: Feb 8, 2016
Published in print: Jul 1, 2016
Discussion open until: Jul 8, 2016

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Authors

Affiliations

Nomcebo P. Sithebe [email protected]
Engineer in Training, Golder Associates (Pty), Magwa Crescent West, P.O. Box 6001, Halfway House, Waterfall City, Midrand 1685, South Africa. E-mail: [email protected]
Evans M. Nkhalambayausi Chirwa, M.ASCE [email protected]
Professor, Water Utilisation Division, Dept. of Chemical Engineering, Univ. of Pretoria, Pretoria 0002, South Africa (corresponding author). E-mail: [email protected]

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