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Biofilms
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A fundamental model for trickling filter process design
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Logan, B. E., Hermanowicz, S. W., and Parker, D. S. (1987a). "A fundamental model for trickling filter process design." J. Water Pollution Control Fedn., 59(12), 1029-1042.
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Logan, B. E., Hermanowicz, S. W., and Parker, D. S. (1987b). "Engineering implications of a new trickling filter model." J. Water Pollution Control Fedn., 59(12), 1017-1028.
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Trickling filter/solids contact process: Full scale studies
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Matasci, R. N., Benedict, A. H., and Parker, D. S. (1986a). "Trickling filter/solids contact process: Full scale studies." Rep. Prepared by Brown and Caldwell for the USEPA, EPA/600/S2-86/046.
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0023872649
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Trickling filter/solids contact performance with rock filters at high organic loadings
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Mastasci, R. N., Clark, D. L., Heidman, J. A., Parker, D. S., Petrik, B., and Richards, D. (1988). "Trickling filter/solids contact performance with rock filters at high organic loadings." J. Water Pollution Control Fedn., 60(1), 68-76.
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15
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0342777026
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Author's response to discussion of trickling filter/solids contact performance with rock filters at high organic loadings
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Mastasci, R. N., Clark, D. L., Heidman, J. A., Parker, D. S., Petrik, B., and Richards, D. (1989). "Author's response to discussion of trickling filter/solids contact performance with rock filters at high organic loadings." J. Water Pollution Control Fedn., 61(3), 370-372.
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Full scale studies of the trickling filter/solids contact process
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Efficiencies of advanced waste treatment obtained with upgraded trickling filters
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Norris, D. P., Parker, D. S., and Daniels, M. L. (1980). "Efficiencies of advanced waste treatment obtained with upgraded trickling filters." Civ. Engrg., ASCE, 50(9), 78-81.
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High-quality trickling filter effluent without tertiary treatment
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Norris, D. P., Parker, D. S., Daniels, M. L., and Owens, E. L. (1982). "High-quality trickling filter effluent without tertiary treatment." J. Water Pollution Control Fedn., 54(7), 1087-1098.
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19
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Assessment of secondary clarification design concepts
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Parker, D. S. (1983). "Assessment of secondary clarification design concepts." J. Water Pollution Control Fedn., 55(4), 349-359.
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Design and operations experience with flocculator-clarifiers in large plants
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Upgrading biological filter effluents using the TF/SC process
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Discussion of 'full-scale evaluation of factors affecting the performance of anoxic selectors.'
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Making a trickling filter/solids contact process work for cold weather nitrification and phosphorus removal
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Effect of low dissolved oxygen concentration on effluent turbidity
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Relationship between activated sludge flocculation characteristics and cell-surface polysaccharide concentration
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Wahlberg, E. J., Keinath, T. M., and Parker, D. S. (1992). "Relationship between activated sludge flocculation characteristics and cell-surface polysaccharide concentration." Water Sci. and Technol., 26(9-11), 2527-2530.
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