TECHNICAL PAPERS
Aug 1, 2005

Dual Polymer Conditioning of Water Treatment Residuals

Publication: Journal of Environmental Engineering
Volume 131, Issue 8

Abstract

Conditioning of either wastewater biosolids or water treatment residuals conventionally utilizes a single polymer to improve subsequent dewatering. The sequential addition of two polymers has been reported to enhance biosolids dewaterability, but comparable benefits have not been demonstrated for water treatment residuals. This paper evaluated the use of cationic and nonionic polymers, singly and in combination (dual), to investigate whether dual polymer conditioning of residuals offers any advantages, and to determine whether the results could be accommodated by current mechanistic understandings. For this purpose, lab-scale tests used capillary suction time (CST), supernatant viscosity, zeta potential, streaming current, turbidity, floc size, and rheometric analyses. Comparisons of CST and viscosity results for single and dual polymer additions indicated that dual polymer use gave moderately improved dewaterability, possibly due to the increased mixing utilized for dual polymer addition. Using a cationic polymer produced a less turbid supernatant. Zeta potential and streaming current were not good indicators of conditioning efficacy when a nonionic polymer was used. Rheometric analyses were only meaningful in one selected method for treatment of the data: the area under the rheogram up to a shear rate of 30inverses . Overall, implementation of dual polymer use does not appear warranted.

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Acknowledgments

The first writer was financially supported by Technical and Scientific Research Council of Turkey (TUBITAK)-NATO Science Fellowship Program. The writers thank the personnel of the Stanton, Delaware Water Treatment Facility for their assistance, and Dr. Mohammad Abu-Orf for rheological suggestions. This study was done in the Department of Civil & Environmental Engineering at the University of Delaware. The first writer also thanks the department for providing this research opportunity.

References

Abu-Orf, M. M., and Dentel, S. K. (1995). “Laboratory and full-scale studies of liquid stream viscosity and streaming current for characterization and monitoring of dewaterability.” Water Res., 29(12), 2663–2672.
Abu-Orf, M. M., and Dentel, S. K. (1997). “Effect of mixing on the rheological characteristics of conditioned sludge: Full-scale studies.” Water Sci. Technol., 36(11), 51–60.
Abu-Orf, M. M., and Dentel, S. K. (1999). “Rheology as a tool for polymer dose assessment and control.” J. Environ. Eng., 125(12), 1133–1141.
Abu-Orf, M. M., and Ormeci, B. (2003). “Using rheology for measuring comparative residuals network strength and its relation to dewaterability.” Proc., WEFTEC 2003, Water Environment Federation, Alexandria Va.
American Public Health Association–American Water Works Association–Water Environment Federation (APHA/AWWA/WEF). (1995). Standard methods for the examination of water and wastewater, 19th Ed., A. D. Eaton, L. S. Clesceri, and A. E. Greenberg, eds.
Bohm, N., and Kulicke, W. M. (1997). “Optimization of the use of polyelectrolytes for dewatering industrial sludge of various origins.” Colloid Polym. Sci., 275, 73–81.
Campbell, H. W., and Crescuolo, P. J. (1982). “The use of rheology for sludge characterization.” Water Sci. Technol., 14, 475–489.
Chitikela, S., and Dentel, S. K. (1998). “Dual-chemical conditioning and dewatering of anaerobically digested biosolids: laboratory evaluations.” Water Environ. Res., 70(5), 1062–1069.
Christensen, J. R., Sorensen, P. B., Christensen, G. L., and Hansen, J. A. (1993). “Mechanisms for overdosing in sludge conditioning.” J. Environ. Eng., 119(1), 159–171.
Csempesz, F., Nagy, M., and Rohrsetzer, S. (1998). “Characterization and features of competitive polymer adsorption on colloidal dispersions.” Colloids Surf., A, 141, 419–424.
Dentel, S. K. (1997). “Evaluation and role of rheological properties in sludge management.” Water Sci. Technol., 36(11), 1–8.
Dentel, S. K., Abu-Orf, M. M., and Griskowitz, N. J. (1993). “Guidance manual for polymer selection in wastewater treatment plants.” Publ. No. D0013, Water Environment Research Foundation, Alexandria, Va.
Dentel, S. K., Abu-Orf, M. M., and Griskowitz, N. J. (1995). “Polymer characterization and control in biosolids management.” Publ. No. D43007, Water Environment Research Foundation, Alexandria, Va.
Dentel, S. K., Abu-Orf, M. M., and Walker, C. A. (2000). “Optimization of slurry flocculation and dewatering based on electrokinetic and rheological phenomena.” Chem. Eng. J., 80, 65–72.
Dentel, S. K., Abu-Orf, M. M., and Walker, C. A. (2002). Fundamental methods for optimizing residuals dewatering. AWWA Research Foundation, Denver.
Fan, A., Turro, N. J., and Somasundaran, P. (2000). “A study of dual polymer flocculation.” Colloids Surf., A, 162, 141–148.
Lee, C. H., and Liu, J. C. (2000). “Enhanced sludge dewaterability by dual polyelectrolytes conditioning.” Water Res., 34(18), 4430–4436.
Lee, C. H., and Liu, J. C. (2001). “Sludge dewaterability and floc structure in dual polymer conditioning.” Adv. Environ. Res., 5, 129–136.
Schurz, J. (1991). “Rheology of polymer suspensions of the network type.” Prog. Polym. Sci., 16, 1–53.
Somasundaran, P., and Yu, X. (1994). “Flocculation/dispersion of suspensions by controlling adsorption and conformation of polymers and surfactants.” Adv. Colloid Interface Sci., 53, 33–49.
Yen, P.-S., Chen, L. C., Chien, C. Y., Wu, R.-M., and Lee, D. J. (2002). “Network strength and dewaterability of flocculated activated sludge.” Water Res., 36, 539–550.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 131Issue 8August 2005
Pages: 1132 - 1138

History

Received: Nov 18, 2003
Accepted: Nov 30, 2004
Published online: Aug 1, 2005
Published in print: Aug 2005

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Authors

Affiliations

Azize Ayol
Research Assistant, Dept. of Environmental Engineering, Dokuz Eylul Univ., Kaynaklar Campus, 35160 Buca, Izmir, Turkey.
Steven K. Dentel dentel@ udel.edu
Professor, Dept. of Civil & Environmental Engineering, Univ. of Delaware, Newark, DE 19716 (corresponding author). E-mail: dentel@ udel.edu
Ayse Filibeli
Professor, Dept. of Environmental Engineering, Dokuz Eylul Univ., Kaynaklar Campus, 35160 Buca, Izmir, Turkey.

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