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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.
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