Abstract
This first chapter principally discusses the quantities and characteristics of biosolids produced by various wastewater treatment processes. There are several sources of wastewater biosolids; these biosolids can vary widely in characteristics and quantity. From the standpoint of quantity per unit of flow, the principal variables are the strength of the wastewater, whether chemicals are utilized in the process, and the degree of treatment.
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References
US EPA, Process Design Manual for Phosphorus Removal. EPA-625/1-87/001, US Environmental Protection Agency, Center for Environmental Research Information, Cincinnati, OH, 1987.
US EPA, Standards for the Use or Disposal of Sewage Sludge (40 Code of Federal Regulations Part 503). US Environmental Protection Agency, Washington, DC, 1993.
US EPA, Amendments to the Standards for the Use or Disposal of Sewage Sludge (40 Code of Federal Regulations Part 503). US Environmental Protection Agency, Washington, DC, 1995.
US EPA, Process Design Manual for Sludge Treatment and Disposal. EPA-625/1-79-011, US Environmental Protection Agency, Center for Environmental Research Information, Cincinnati, OH, 1979.
WEF, Design of Municipal Wastewater Treatment Plants. Manual of Practice no. 8, Water Environment Federation and American Society of Civil Engineers, Alexandria, VA, 1988.
Metcalf and Eddy, Wastewater Engineering Treatment and Reuse, 4th ed., McGraw Hill, New York, NY, 2003.
O. J. Schmidt, Wastewater treatment problems at North Kansas City, Missouri, J. Water Pollut. Control Fed., 50, 635 (1978).
H. E. Babbitt and E. R. Baumann, Sewerage and Sewage Treatment, 8th ed., Wiley, NY, 1958.
S. G. Brisbin, Flow of concentrated raw sludges in pipes, J. Sanitary Eng. Division, ASCE, 83, SA3 (1957).
US EPA, Review of Techniques for Treatment and Disposal of Phosphorus-Laden Chemical Sludge. EPA-600/2-79-083, US Environmental Protection Agency, Office of Research and Development, Cincinnati, Ohio, February, 1979.
C. H. Knight, R. G. Mondox, and B. Hambley, Thickening and dewatering sludges produced in phosphate removal, Phosphorous Removal Design Seminar, May 28–29, Toronto (1973).
J. C. Young, J. L. Cleasby, and E. R. Baumann, Flow and load variations in treatment plant design, J. Environ. Eng. Division ASCE, 104, (EE2), 289, (1978).
A. J. Fischer, The economics of various methods of sludge disposal, Sewage Works J., 9, 2, March (1936).
C. N. Anderson, Peak sludge loads at a municipal treatment plant, 44th Annual Meeting of the Pacific Northwest Pollution Control Association, sPortland, Oregon, November 2–4 (1977).
US EPA, Cost-Effective Design of Wastewater Treatment Facilities Based on Field Derived Parameters. EPA-670/2-74-062, US Environmental Protection Agency, Office of Research and Development, Cincinnati, OH, July, 1974.
H. E. Babbitt, Sewerage and Sewage Treatment, 6th ed., Wiley, NY, 1947.
J. E. Smith, Jr., Ultimate Disposal of Sludges, Technical Workshop on Advanced Waste Treatment, Chapel Hill, North Carolina., February 9–10 (1971).
J. A. Prazink, Process control in the real world, Deeds and Data, Water Pollut. Control Fed., July (1978).
R. S. Burd, A Study of Sludge Handling and Disposal, Federal Water Pollution Control Administration Report WP-20-4 (1968).
Dewante, Stowell, Brown and Caldwell, Central Treatment Plant, County of Sacramento, Final Report, County of Sacramento, Sacramento, CA, February (1974).
Metropolitan Engineers, West Point Waste Activated Sludge Withholding Experiment, Report to Municipality of Metropolitan Seattle, WA, October (1977).
US EPA, Process Design Manual for Suspended Solids Removal. EPA-625/1-75-003a, US Environmental Protection Agency, Technology Transfer, Cincinnati, OH, January, 1975.
G. T. Kersch, Ecology of the intestinal tract, Nat. History, November (1973).
L. K. Wang, N. C. Pereira, and Y. T. Hung, (eds.), Biological Treatment Processes. Humana Press, Inc., Totowa, NJ, 2007.
L. K. Wang, Y. T. Hung, and N. K. Shammas, (eds.), Advanced Biological Treatment Processes. Humana Press, Inc., Totowa, NJ, 2007.
N. K. Shammas, Optimization of Biological Nitrification. Ph.D. dissertation, Microfilm Publication, University of Michigan, Ann Arbor, Michigan (1971).
L. K. Wang and N. C. Pereira, (eds.), Handbook of Environmental Engineering, Vol. 3, Biological Treatment Processes, the Humana Press, Inc., NJ, USA, p. 520 (1986).
L. K. Wang, L. Kurylko, and M. H. S. Wang, Sequencing Batch Liquid Treatment, US Patent No. 5354458, US Patent & Trademark Office, Washington, DC, 1996.
C. P. L. Grady, Jr., G. T. Daigger, and H. C. Lim, Biological Wastewater Treatment, Marcel Dekker, Inc., New York, NY, 1999.
H. Heukelekian, H. E. Orford, and R. Manganelli, Factors affecting the quantity of sludge production in the activated sludge process, Sewage and Industrial Wastes, 23, 8 (1951).
A. W. Obayashi, B. Washington, and C. Lue-Hing, Net sludge yields obtained during single-stage nitrification studies at Chicago’s West-Southwest Treatment Plant. Proceedings of 32nd Industrial Waste Conference, May 10–12, Purdue University, Ann Arbor Science, p. 759, 1978.
N. K. Shammas, An allosteric kinetic model for the nitrification process. Proc. Tenth Annual Conference of Water Supply Improvement Association, Honolulu, Hawaii, pp. 1–30, July, 1982.
US EPA, Process Design Manual for Nitrogen Control. EPA-625/1-75-007, US Environmental Protection Agency, Technology Transfer, Cincinnati, OH, October, 1975.
N. K. Shammas, Interactions of temperature, pH and biomass on the nitrification process, J. Water Pollut. Control Fed., 58(1), 52–59, January (1986).
A. P. Hopwood and A. L. Downing, Factors affecting the rate of production and properties of activated sludge in plants treating domestic sewage, J. Inst. Sewage Purif., Part 5, 1965.
T. D. Chapman, L. C. Matsch, and E. H. Zander, Effect of high dissolved oxygen concentration in activated sludge systems, J. Water Pollut. Control Fed., 49, 2486 (1976).
M. A. Miller, Two activated sludge systems compared, Water and Wastes Eng., 15, 4 (1978).
A. A. Kalinske, Comparison of air and oxygen, J. Water Pollut. Control Fed., 48, 11 (1976).
D. S. Parker, and M. S. Merrill, Oxygen and air activated sludge: another view, J. Water Pollut. Control Fed., 48, 2511 (1976).
B. A. Sayigh and J. F. Malina, Temperature effects on the activated sludge process, J. Water Pollut. Control Fed., 50, 678 (1978).
R. E. Muck and C. P. L. Grady, Jr., Temperature effects on microbial growth in CSTRs, J. Environ. Eng. Division ASCE, 101(EE5), p. 1147, October (1974).
C. W. Randall, Jr., Discussion of “Temperature effect on microbial growth in CSTRs.” J. Environ. Eng. Division ASCE, 101(EE3), 1458, June (1975).
W. Gujer and D. Jenkins, The contact stabilization activated sludge process-oxygen utilization, sludge production, and efficiency, Water Res., 9, 516 (1975).
US EPA, Extended Aeration Sewage Treatment in Cold Climates. EPA-660/2-74-070, US Environmental Protection Agency, Office of Research and Development, Cincinnati, OH, December, 1974.
W. O. Pipes, Actinomycete scum production in activated sludge processes, J. Water Pollut. Control Fed., 50, p. 628 (1978).
H. W. Strokes and L. D. Hedenland, Tertiary treatment: wrong solution to a non-problem? Civil Eng.-ASCE, 44(9), 466 (1974).
M. T. Garrett, Jr., Hydraulic control of activated sludge growth rate, Sewage and Ind. Wastes, 30, 3 (1958).
R. I. Dick, Folklore in the design of final settling tanks, J. Water Pollut. Control Fed., 48, p. 633 (1976).
M. Sezgin, The Effect of Dissolved Oxygen Concentration on Activated Sludge Process Performance. Ph.D. Thesis, University of California, Berkeley CA (1977).
US EPA, Design Guidelines for Biological Wastewater Treatment Processes. EPA Report 11010 ESQ, US Environmental Protection Agency, Office of Research and Development, Cincinnati, OH, August (1971).
T. L. Bentley and D. F. Kincannon, Application of activated sludge design and operation, Water and Sewage Works, Reference Issue, April (1978).
Brown and Caidwell, West Point Pilot Plant Study, Vol. III, Fixed Growth Reactors, Report for Municipality of Metropolitan Seattle. Seattle, WA, December (1978).
US EPA, Attached Growth Biological Wastewater Treatment: Estimating Performance and Construction Costs and Operation and Maintenance Requirements. Contract 68-03-2186, US Environmental Protection Agency, Office of Research and Development, Cincinnati, OH, January, 1977.
N. K. Shammas, Coagulation and flocculation, in Physicochemical Treatment Processes, L. K. Wang, Y. T. Hung, and N. K. Shammas, (eds.), The Humana Press, Inc., Totowa, NJ, 2005.
C. Koch, J. S. Lee, J. R. Bratby, and D. B. Barber, A critical evaluation of procedures for estimating biosolids production. Paper Presented at WEF/AWWA Water Residuals and Biosolids Management: Approaching the Year 2000 Specialty Conference, Philadelphia, PA, 1997.
A. Vesilind, Wastewater Treatment Plant Design, Water Environment Federation and IWA Publishing, Alexandria, VA, USA, 2003.
L. Spinosa and P. A. Vesilind, (eds.), Sludge into Biosolids: Processing, Disposal, Utilization, IWA Publishing, December (2001).
N. K. Shammas, Biocontactors for wastewater reuse, kinetic approach for achieving the required effluent quality, First Saudi Engineering Conference, Jeddah, K.S.A, May (1983).
N. K. Shammas, biocontactors for developing countries, determination of design criteria and operational characteristics. Proc. Conference on Appropriate Technology in Civil Engineering, Institution of Civil Engineers, London, pp. 49–51 (1981).
E. Marki, Results of experiments by EWAG with rotating biological filter, Eidg Technische Hochschule, Zurich-Fortbildungskurs der EWAG (1964).
F. F. Kolbe, A promising new unit for sewage treatment, Die Sivielle Inqenieur (S. Africa), December (1965).
W. J. Gillespie, D. W. Marshall, and A. M. Springer, pilot scale evaluation of rotating biological surface treatment of pulp and paper mill wastes. Proceedings of 29th Industrial Waste Conference, May 7–9, Purdue University, p. 1026 (1975).
US EPA, The Coupled Trickling Filter-Activated Sludge Process: Design and Performance. EPA-6001 2-78-116, US Environmental Protection Agency, Office of Research and Development, Cincinnati, OH, July, 1978.
R. J. Stenquist, D. S. Parker, W. E. Loftinand, R. C. Brenner, Long-term performance of a coupled trickling filter-activated sludge plant, J. Water Pollut. Control Fed., 49, 11 (1977).
R. E. Reimer, E. E. Hursley, and R. F. Wukasch, Pilot plant studies and process selection for advanced wastewater treatment, city of Indianapolis, Indiana, presented at National Conference on Environmental Engineering, July 12–14, Seattle, WA (1976).
L. K. Wang, D. A. Vaccari, Y. Li, and N. K. Shammas, Chemical precipitation. In: Physicochemical Treatment Processes, L. K. Wang, Y. T. Hung, and N. K. Shammas, (eds.), The Humana Press, Inc., Totowa, NJ (2005).
L. K. Wang, Y. T. Hung, and N. K. Shammas, (eds.), Physicochemical Treatment Processes. Humana Press, Inc., Totowa, NJ (2005).
WPCF, Sludge Thickening. Water Pollution Control Federation, Manual of Practice FD-1, 1980.
P. Coackley and F. Wilson, Proceedings of the Filtration Society, Filtration Separation, 61, Jan–Feb (1971).
P. A. Vesilind, Treatment and Disposal of Wastewater Sludges, Ann Arbor Science Publishers, Ann Arbor, MI (1980).
US EPA, Environmental Regulations and Technology, Use and Disposal of Municipal wastewater Sludge. EPA-625/10-84/003, US Environmental Protection Agency, Cincinnati, OH, 1984.
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Shammas, N.K., Wang, L.K. (2007). Characteristics and Quantity of Biosolids. In: Wang, L.K., Shammas, N.K., Hung, YT. (eds) Biosolids Treatment Processes. Handbook of Environmental Engineering, vol 6. Humana Press. https://doi.org/10.1007/978-1-59259-996-7_1
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