TECHNICAL PAPERS
May 1, 1993

Particle Size and Chemical Effects on Contact Filtration Performance

Publication: Journal of Environmental Engineering
Volume 119, Issue 3

Abstract

This work involves a laboratory‐scale investigation of the effects of suspended particle size and coagulant type on the performance of contact or inline direct filtration (no flocculation). Dilute monodisperse and polydisperse suspensions of polystyrene particles (0.27‐, 1.24‐, 1.32‐, and 10‐μm diameters) were applied to shallow beds of 0.4‐mm glass‐bead filter media after destabilization with either cationic polymer or calcium chloride. The particle removal and head‐loss results show dramatic effects of particle size on filtration performance. Submicron particles significantly improve the removal of larger particles in mixed size suspensions and also dominate head‐loss development. Head‐loss development is typically linear with time and for mixed suspensions is the same as, or somewhat lower than, head loss for monodisperse suspensions of the smaller‐sized particle. Polymer destabilization generally causes more head loss than calcium chloride destabilization for a similar extent of particle deposition.

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References

1.
Adler, P. M. (1981). “Heterocoagulation in shear flow.” J. Colloid Interface Sci., 83(1), 106–115.
2.
Alon, G., and Adin, A. (1990). “Particle size distribution as a parameter in filtration modelling.” Water Supply, 8(1), 165–170.
3.
Chang, J. S., and Vigneswaran, S. (1990). “Mathematical modelling of the effect of size distribution of suspended particles in deep‐bed filtration.” J. Water SRT—Aqua, 39(2), 96–100.
4.
Darby, J. L., and Lawler, D. F. (1990). “Ripening in depth filtration: Effect of particle size on removal and head loss.” Envir. Sci. Tech., 24(7), 1069–1079.
5.
Darby, J. L., Lawler, D. F., and Wilshusen, T. P. (1991). “Depth filtration of wastewater: Particle size and ripening.” Res. J. Wat. Pol. Ctrl. Fed., 63(3), 228–238.
6.
Dickinson, E. (1989). “Structure of simulated colloidal deposits.” Colloids Surf., 39(1/3), 143–156.
7.
Elimelech, M., and O'Melia, C. R. (1990). “Kinetics of deposition of colloidal particles in porous media.” Envir. Sci. Tech., 24(10), 1528–1536.
8.
Habibian, M. T., and O'Melia, C. R. (1975). “Particles, polymers, and performance in filtration.” J. Envir. Engrg. Div., ASCE, 101(4), 567–583.
9.
Happel, J. (1958). “Viscous flow in multiparticle systems: Slow motion of fluids relative to beds of spherical particles.” AIChE J., 4(2), 197–201.
10.
Johnson, G. S. (1990). “A study of particle removal and head loss development in depth filtration of poly‐disperse latex suspensions,” Master's Project Report, Univ. of Massachusetts, Amherst, Mass.
11.
Lawler, D. F., O'Melia, C. R., and Tobiason, J. E. (1980). “Integral water treatment plant design: From particle size to plant performance.” Particulates in Water: Characterization, Fate, Effects, and Removal, Kavanaugh and Leckie, eds., American Chemical Society, Washington, D.C.
12.
Mackie, R. I., Horner, R. M. W., and Jarvis, R. J. (1987). “Dynamic modelling of deep‐bed filtration.” AIChE J., 33(11), 1761–1775.
13.
O'Melia, C. R., and Ali, W. (1978). “The role of retained particles in deep bed filtration.” Prog. Water Tech., 10(5), 167–182.
14.
Rajagopalan, R., and Tien, C. (1976). “Trajectory analysis of deep bed filtration using the sphere‐in‐cell porous media model.” AIChE J., 22(3), 523–533.
15.
Tobiason, J. E. (1989). “Chemical effects on the deposition of non‐Brownian particles.” Coll. Surf., 39(1/3), 53–77.
16.
Tobiason, J. E., and O'Melia, C. R. (1988). “Physicochemical aspects of particle removal in depth filtration.” J. Amer. Water Works Assoc., 80(12), 54–64.
17.
Tobiason, J. E., and Vigneswaran, B. (1992). “Evaluation of a modified model for deep bed filtration.” Submitted to Water Res,
18.
Veerapaneni, S. (1991). “Filtration of polydisperse suspensions,” MS thesis, Rice Univ., Houston, Tex.
19.
Vigneswaran, S., and Aim, R. B. (1985). “The influence of suspended particle size distribution in deep‐bed filtration.” AIChE J., 31(2), 324–327.
20.
Vigneswaran, S., and Chang, J. S. (1986). “Mathematical modelling of the entire cycle of deep bed filtration.” Water, Air and Soil Pollution, 29, 155–164.
21.
Vigneswaran, S., Chang, J. S., and Janssens, J. G. (1990). “Experimental investigation of size distribution of suspended particles in granular bed filtration.” Water Res., 24(7), 927–930.
22.
Vigneswaran, S., and Tulachan, R. K. (1988). “Mathematical modelling of transient behavior of deep bed filtration.” Water Res., 22(9), 1093–1100.
23.
Westerhoff, P. K. (1991). “A study of the effects of flocculation on direct filtration performance.” Master's Project Report, Univ. of Massachusetts, Amherst, Mass.
24.
Wiesner, M. R., O'Melia, C. R., and Cohon, J. L. (1987). “Optimal water treatment plant design.” J. Envir. Engrg., ASCE, 113(3), 567–584.
25.
Yao, K. M., Habibian, M. T., and O'Melia, C. R. (1971). “Water and wastewater filtration: Concepts and applications.” Envir. Sci. Tech., 5, 1105.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 119Issue 3May 1993
Pages: 520 - 539

History

Received: Mar 5, 1992
Published online: May 1, 1993
Published in print: May 1993

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Authors

Affiliations

John E. Tobiason
Asst. Prof., Dept. of Civ. Engrg., Univ. of Massachusetts, Amherst, MA 01003
Gordon S. Johnson
Grad. Engr., Wright‐Pierce Engrs., Topsham, ME 04086
Paul K. Westerhoff
Grad. Student, Dept. of Civ., Environ, and Arch. Engrg., Univ. of Colorado, Boulder, CO 80309
Balasubramaniam Vigneswaran
Grad. Student, Dept. of Civ. Engrg., Univ. of Massachusetts, Amherst, MA

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