High-rate disinfection techniques for combined sewer overflow

WRPMD 1999: Preparing for the 21st Century

Volumn , Issue , 1999, Pages

  Stinson, Mary K ^a   Wojtenko, Izabela ^a   Field, Richard ^a  

^a U S ENVIRONMENTAL PROTECTION AGENCY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BYPRODUCTS; DISINFECTANTS; DISINFECTION; IRRADIATION; MIXING; TECHNOLOGY; WATER POLLUTION CONTROL;

CHLORINE DIOXIDES; COMBINED SEWER OVERFLOWS; COMMERCIAL AVAILABILITY; ELECTRON BEAM IRRADIATION; HIGH-ENERGY IRRADIATION; RATE OF COLLISION; TOXIC BY-PRODUCTS; ULTRAVIOLET LIGHT IRRADIATION;

COMBINED SEWERS;

EID: 84904632855     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40430(1999)200     Document Type: Conference Paper

References (24)

1. Amett C. J, and Lynn Campbel Water Resources, respectively, 1999. (1999) Vice President, Division of Operations and Manager of Columbus Water Works, Telephone Conversation, January 29, Baldry, M. G. C., A.
2. Cavadore, M. S. French, G. Massa, L. M. Rodrigues, P. F. T. Schirch, T. L. Threadgold (1995) Effluent Disinfection in Warm Climates with Peracetic Acid. Wat. Sci. Tech. Vol. 31, No. 5-6, pp. 161-164.
3. Boner, M. C., B. G. Turner (1996) Demonstration Testing of Multiple Wet Weather Treatment Technologies-Columbus, Georgia Program. Presented at the Water Environmental Federation specialty conference, Urban Wet Weather Pollution Controlling Sewer Overflows and Stormwater Runoff, Quebec City, Canada.
4. Cairns, W. L., G. Sakamoto, M. Nowicki (1995) UV Technology Options for Disinfection of Wastewaters with Different Characteristics. Prepared for WEF Specialty Conference "New and Emerging Environmental Technologies and Products"in Toronto, Ontario, June 4-7, 1995.
5. Cairns, W. L., J. McKee (1996) New Advances in Ultraviolet light Disinfection Technology. Prepared for WEAO Technical Symposium and OPCEA Tradeshow in Toronto, Ontario, March 24-26, 1996.
6. Diaper, E. W. J., G. E. Glover (1971) Microstraining of Combined Sewer Overflow. Journal WPCF. Vol. 43, No. 10, pp2101-2113. Electric Power Research Institute, Inc., New York City
7. Department of Environmental Protection (1998) Spring Creek AWPCP Upgrade NYCDEP Project. CSO Disinfection Pilot Study Report Final Addendum 1.
8. Field, R. Combined Sewer Overflows: Control and Treatment (1990) In Control and Treatment of Combined Sewer Overflows. P. E. Moffa. Van Nostrand Reinhold. New York.
9. Glover, G. E (1973) High-Rate Disinfection of Combined Sewer Overflow. In Combined Sewer Overflow Seminar Papers, EPA-670/2-73-077. Cincinnati, Ohio.
10. Kurucz, C. N., T. D. Waite, W. J. Cooper (1995) The Miami Electron Beam Research Facility: A Large Scale Wastewater Treatment Application. Radiat. Phys. Chem. Vol. 45, No. 2, pp. 299.
11. Lefevre, F., J. M. Audit, F. Ferrand (1992) Peracetic Acid disinfection of Secondary Effluents Discharged off Coastal Seawater. Vat. Sci. Tech. Vol. 25, No. 12, pp. 155-164.
12. Metcalf &Eddy, Inc. (1996) Draft Technical Memorandum on Planning and Design Criteria, CSO Technologies and Field Investigations. Chapter Three-Disinfection Technologies. New York City
13. Department of Environmental Protection (1998) Spring Creek AWPCP Upgrade NYCDEP Project. CSO Disinfection Pilot Study Final Report
14. Qualls, R. G., M. P. Flynn, J. D. Johnson (1983) The role of suspended particles in ultraviolet disinfection. J. Water Pollution Control Fed. 55(10), 1280.
15. Science Applications International Corporation (SAIC) (1998) Results of Sampling Study to Determine Effectiveness of Chlorination. Final Report for project done at Cottage Farm CSO Treatment Facility, Boston, Massachusetts.
16. Soroushian, F., A. Kwan, C. Abramson, M. Ferris, J. Archer, A. Mohammed (1996) Pilot-Scale Studies of High-Intensity W Disinfection By-Products. Paper given at the 69th Annual Conference and Exposition of the Water Environment Federation, Dallas, Texas.
17. Stinson, M. K., R. Field, P. E. Moffa, S. L. Goldstein, K. J. Smith, E. Delva (1998) High-Rate Disinfection Technologies for Wet Weather Flow (WWF). In Advances in Urban Wet Weather Pollution Reduction. pp 15 1-156, Cleveland, OH
18. US. Environmental Protection Agency (1970) Microstrai ning and disinfection of combined sewer overflows. EPA 11023EVO 6/70. NTIS PB-195674/BA
19. US. Environmental Protection Agency (1973) Microstraming and disinfection of combined sewer overflows-phase II. EPA/R2-73/124. NTIS PB-235771. King of Prussia, PA.
20. US. Environmental Protection Agency (1974) Microstraming and disinfection of combined sewer overflows-phase III. EPA/670/2-74/049. NTIS PB-235771. King of Prussia, PA
21. US. Environmental Protection Agency (1975) Bench-scale High Rate disinfection of Combined Sewer Overflows with chlorine and chlorine dioxide. EP. +670/2-75-021. NTIS PB 242 296.
22. US. Environmental Protection Agency (1976) Proceedings of Workshop on Microorganisms in Urban Stormwater. EPA-600/2-76-244. NTIS PB 263 030.
23. US. Environmental Protection Agency (1985) Ultraviolet disinfection of wastewaters from secondary effluent and combined sewer overflows. EPA/600/2-86/005. NTIS PB86-145182.
24. Voutchkov, N. (1995) UV Disinfection-An Emerging Technology. Public Works. August, 1995