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CLARIFICATION 7.43
Source water is used to flush the bed, taking advantage of hydraulic head already avail-
able. Waste washwater is collected in the effluent trough but is directed to a waste drain
instead of the filter. When the cycle is completed, the air is turned off, the waste drain
valve is closed, the effluent valve is opened, and clarified flow once more is directed to
the filter. No mechanical equipment is required for sludge removal, an advantage of these
units.
BIBLIOGRAPHY
American Water Works Association. Water Quality and Treatment, 5th ed. New York: McGraw-
Hill, 1999.
Camp, T. R. "Sedimentation and the Design of Settling Tanks." Transactions of ASCE 3(2285):895,
1946.
Camp, T. R. "Studies of Sedimentation Basin Design." Sewage and Industrial Wastes 25(1):1, 1953.
Dissolved Air Flotation: Field Investigations, American Water Works Association Research Foun-
dation Report. Denver, Colo.: American Water Works Association, 1994.
Dissolved Air Flotation: Laboratory and Pilot Plant Investigations, American Water Works Asso-
ciation Research Foundation Report. Denver, Colo.: American Water Works Association, 1992.
Edzwald, James K., John E. Tobiasson, Tony Amato, and Lawrence J. Maggi. "Integrating High-
Rate DAF Technology into Plant Design." Journal AWWA 91(12), 1999.
Flood, F. L. Sedimentation Tanks. Seminar Papers on Wastewater Treatment and Disposal. Boston:
Boston Society of Civil Engineers, 1961.
Great Lakes-Upper Mississippi River Board of State and Provincial Public Health and Environmental
Managers. Recommended Standards for Water Works. 2003.
Grubb, T. R., S. R. Arnold, and P. J. Harvey. "Recent Applications of DAF Pilot Studies, Retrofits
and Conversions." Presented at AWWA Annual Conference, June 1994.
Hartman, R. H., and R. F. Jacarrino. "Superpulsator Clarifier for Potable Water Treatment." Pre-
sented at AWWA Annual Conference, 1987.
Hazen, A. "On Sedimentation." Transactions of ASCE 53:63, 1904.
Hudson, H. E. Water Clarification Processes: Practical Design and Evaluation. New York: Van
Nostrand Reinhold, 1981.
Ives, K. J. "The Inside Story of Water-Treatment Processes." Journal of Environmental Engineering
121(12):846, 1995.
Kawamura, S. Integrated Design of Water Treatment Facilities. New York: John Wiley & Sons,
1991.
Kawamura, S., and J. Lang. "Re-evaluation of Launders in Rectangular Sedimentation Basins." Jour-
nal WPCF 58(12):1124, 1986.
Kollajtis, J. A. "Dissolved Air Flotation Applied in Drinking Water Clarification." Presented at
AWWA Annual Conference, 1991.
Monk, R. D. G., and J. F. Willis. "Designing Water Treatment Facilities." Journal AWWA 79(2):45,
1987.
Neptune Microfloc, Inc. 60* Tube Application Guidelines for Water Treatment. Technical Memo-
randum No. 1, Revision 2. Corvallis, Ore.: Neptune Microfloc, Inc., 1985.
Neptune Microfloc, Inc. FTC and TC. Technical Memorandum No. 14, Revision 0. Corvallis, Ore.:
Neptune Microfloc, Inc., 1980.
Operational Control of Coagulation and Filtration Processes, M37. Denver, Colo.: American Wa-
ter Works Association, 1992.
Taebi-Harandy, A., and E. D. Schroeder. "Analysis of Structural Features on Performance of Sec-
ondary Clarifiers." Journal of Environmental Engineering 121(12):911, 1995.