Alkalinity Consumption during Water Coagulation
Publication: Journal of Environmental Engineering
Volume 110, Issue 1
Abstract
At water treatment plants which practice coagulation using alum, alkalinity in the form of lime (Ca(OH)2) is almost always added either prior to dosing with alum (pre-liming) or after (post-liming). Most water works which use alum in Nigeria practice post-liming. Some problems have been observed to be associated with this mode of operation; namely, corrosive (low pH) water continuously passes through the slow mix, sedimentation and filter units and tends to shorten their service lives, and lime sludge is deposited in the clear well or underground storage tank where its removal poses health problems. Laboratory studies relating to alkalinity consumption and turbidity removal show that although post-liming consumes more lime than pre-liming, the latter enhances settleability, thus reducing required detention time. Pre-liming may thus translate into savings in capital or operational costs or both, in addition to eliminating unsanitary conditions in underground storage tanks.
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References
1.
Argaman, Y., and Kaufman, W. J., “Turbulence and Flocculation,” Journal of the Sanitary Engineering Division, ASCE, Vol. 93, 1970, pp. 223–241.
2.
Hammer, J. H., Water and Wastewater Technology, J. Wiley and Sons, Inc., New York, N.Y., 1977, p. 259.
3.
Hudson, H. E., and Wolfner, J. P., “Design of Mixing and Flocculating Basins,” American Waterworks Association Journal, Vol. 59, 1967, pp. 1257–1267.
4.
Langelier, W. F., and Ludwig, H. F., “Mechanisms of Flocculation in the Clarification of Turbid Waters,” American Water Works Association Journal, Vol. 41, 1949, p. 163.
5.
Ogedengbe, O., “The Performance Potential of Polyelectrolytes and High Velocity Gradients in the Treatment of Wastewaters,” Water Research, Vol. 10, 1976, pp. 343–349.
6.
Parker, D. S., Kaufman, W. T., and Jenkins, D., “Floe Breakup in Turbulent Flocculation Processes,” Journal of the Sanitary Engineering Division, ASCE, Vol. 98, 1972, pp. 79–99.
7.
Singley, J. E., “Fundamental Considerations—Chemical Coagulation,” Proceedings of the 18th Annual Public Water Supply Engineers' Conference University of Illinois College of Engineering, Urbana‐Champaign, Ill., 1976, pp. 29–39.
8.
Tekippe, R. J., and Ham, R. K., “Velocity Gradient Paths in Coagulation,” American Water Works Association Journal, Vol. 63, 1972, pp. 439–448.
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Copyright © 1984 ASCE.
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Published online: Feb 1, 1984
Published in print: Feb 1984
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