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HIGH-RATE GRANULAR MEDIA FILTRATION 8.41
mixed media, low washwater collection troughs, and leakage through the support gravel
or underdrains. Filter performance and the effectiveness of surface wash decline when
media loss exceeds about 20% of the original depth (Kawamura, 1991).
Lost media should be replaced with appropriately specified material following the
guidelines presented earlier to ensure that the entire bed of media approximates original
specifications. Replacement media for dual- and mixed-media filters require special at-
tention. If a layer of fines has accumulated on the surface of the filter, it may be wise to
scrape off a thin layer of top media before adding new media. After replacing the new
media on top of the filter, the operator should initiate two complete filter wash cycles to
fluidize the media, wash off fines, and ensure restratification.
Filter Evaluation. Filter evaluation procedures can be found in Nix and Taylor (2003).
BIBLIOGRAPHY
Amirtharajah, A., and D. P. Wetstein. "Initial Degradation of Effluent Quality during Filtration."
Journal AWWA 72(9):518, 1980.
Amirtharajah, A. "Design of Granular-Media Filter Units." In Water Treatment Plant Design. Ann
Arbor, Mich.: Ann Arbor Science, 1982.
AWWA/ANSI. Standard for Filtering Material--BlO0. Denver Colo.: American Water Works As-
sociation, 1996.
AWWMANSI. Standard for Granular Activated Carbon B604. Denver Colo.: American Water
Works Association, 1994.
AWWA Research Foundation, Design and Operation Guidelines for Optimization of the High-Rate
Filtration Process: Plant Demonstration Studies. Denver, Colo.: AWWARF and AWWA, 1992.
Baker, M. N. The Quest for Pure Water. Lancaster, Pa.: Lancaster Press, 1948.
Begin, E. E., and R. D. G. Monk. "Improvements to New Bedford's Water Supply." Journal of the
New England Water Works Association 89(2):145, 1975.
Blanck, C. A., and D. J. Sulick. "Activated Carbon Fights Bad Taste." Water and Wastes Engineer-
ing 12(9):71, 1975.
Brater, E., and H. King. Handbook of Hydraulics, 6th ed. New York: McGraw-Hill, 1976.
Brosman, D. R., and J. F. Malina, Jr. Intermixing of Dual Media Filters and Effects on Performance.
Austin, Tex.: University of Texas Center for Research in Water Resources, 1972.
Camp, T. R. "Discussion: Experience with Anthracite-Sand Filters." Journal AWWA 53(12):1478,
1961.
Camp, T. R. "Theory of Water Filtration." Journal Sanitary Engineering Division, American Soci-
ety of Civil Engineers 90(8): 1, 1964.
Camp, T. R., S. D. Graber, and G. F. Conklin. "Backwashing of Granular Water Filters." Journal
Sanitary Engineering Division, American Society of Civil Engineers 97(12):903, 1971.
Clark, J., W. Viesman, Jr., and M. Hammer. Water Supply and Pollution Control, 3d ed. New York:
Donnelly, 1977.
Cleasby, J. L. "Filtration." In W. J. Weber, Jr. (ed.), Physicochemical Processes for Water Quality
Control. New York: Wiley-Interscience, 1972.
Cleasby, J. L., J. Arboleda, D. E. Burns, P. W. Prendiville, and E. S. Savage. "Backwashing of Gran-
ular Filters." Journal AWWA 69(2): 115, 1977.
Cleasby, J. L., and E. Baumann. Wastewater Filtration: Design Considerations. EPA 625/4-74-007.
Washington: U.S. Environmental Protection Agency, Office of Technology Transfer, 1974.
Cleasby, J. L., and G. D. Sejkora. "Effect of Media Intermixing on Dual Media Filtration." Journal
Environmental Engineering Division, American Society of Civil Engineers" 101(8):503, 1975.