Optimization of CSO Storage and Treatment Systems
Publication: Journal of Environmental Engineering
Volume 123, Issue 3
Abstract
Combined-sewer overflow (CSO) must be controlled by a storage-treatment system because storm flow in the combined sewerage system is intermittent and highly variable in both pollutant concentration and flow rate. A treatment facility operating without the benefit of upstream storage would need to be very large and costly in order to handle the relatively high volume and flowrate of a CSO. Similarly, if storage is used without treatment, the storage volume required would be very large and also expensive. This paper describes a strategy to optimize CSO control system. This optimized system maximizes the use of the existing system before new construction and sizes the storage volume in concert with the wastewater treatment plant capacity to obtain the lowest-cost storage and treatment system.
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References
1.
Aronson, G. L., Watson, D. S., and Pisano, W. C. (1983). “Evaluation of catchbasin performance for urban stormwater pollution control.”Rep. EPA-600/2-83-043 (NTIS PB83-217745), U.S. Envir. Protection Agency, Cincinnati, Ohio.
2.
Benedict, A. H., and Roelfs, V. L. (1981). “Joint dry-wet weather treatment of municipal wastewater at Clatskanie, Oregon.”Rep. EPA-600/2-81-061 (NTIS PB81-187262), U.S. Envir. Protection Agency, Cincinnati, Ohio.
3.
Chandler, R. W., and Lewis, W. R. (1977). “Control of sewer overflows by polymer injection.”Rep. EPA-600/2-77-189 (NTIS PB 272 654), U.S. Envir. Protection Agency, Cincinnati, Ohio.
4.
Demir, A.(1995). “Determination of settling efficiency and optimum plate angle for plated settling tanks.”Wat. Res., 29(2), 611–616.
5.
Derick, C., and Logie, E. (1973). “Flow augmenting effects of additives on open channel flows.”Rep. EPA-R2-73-238 (NTIS PB 222 911), U.S. Envir. Protection Agency, Cincinnati, Ohio.
6.
Drehwing, F., Oliver, A. J., MacAurther, D. A., and Moffa, P. A. (1979). “Disinfection/treatment of combined sewer overflows.”Rep. EPA-600/2-79-134 (NTIS PB80-113459), U.S. Envir. Protection Agency, Cincinnati, Ohio.
7.
Driscoll, E. D., DiToro, D., Gaboury, D., and Shelley, P. (1986). “Methodology for analysis of detention basins for control of urban runoff quality.”Rep. EPA-440/5-87-001 (NTIS PB87-116562), U.S. Envir. Protection Agency, Washington, D.C.
8.
Fadel, A. A., and Baumann, E. R.(1990). “Tube settler modeling.”J. Envir. Engrg., ASCE, 116(1), 107–124.
9.
Feuerstein, D. L., and Maddus, H. F. (1976a). “Wastewater management program—volume I, summary report.”Rep. EPA-600/2-76-222a (NTIS PB 260 887), U.S. Envir. Protection Agency, Cincinnati, Ohio.
10.
Field, R.(1980). “EPA research in urban stormwater pollution control.”J. Hydr. Div., 106(5), 819–835.
11.
Field, R. (1990). “Chapter 4: combined sewer overflows: control and treatment.”Control and treatment of combined-sewer overflows, P. E. Moffa, ed., Van Nostrand Reinhold, N.Y., Chapter 4.
12.
Field, R., and Struzeski, E. J.(1972). “Management and control of combined sewer overflows.”J. Water Pollution Control Fedn., 44(7), 1393–1415.
13.
Gupta, M. K., Mason, D. G., Clark, M. J., Meinholz, T. L., Hansen, C. A., and Geinopolos, A. (1977). “Screening/flotation treatment of combined sewer overflows—volume I: bench scale and pilot plant investigations.”Rep. EPA-600/2-77-065 (NTIS PB 272 834), U.S. Envir. Protection Agency, Cincinnati, Ohio.
14.
Heaney, J. P., Huber, W. C., Medina, M. A., Murphy, M. P., Nix, S. J., and Hasan, S. M. (1977). “National evaluation of combined sewer overflow and urban stormwater discharges—volume II: cost assessment and impacts.”Rep. EPA-600/2-77-064b (NTIS PB 266 005), U.S. Envir. Protection Agency, Cincinnati, Ohio.
15.
Innerfeld, H., Forndran, A., Ruggiero, D. D., and Hartman, T. J. (1979). “Dual process high-rate filtration of raw sanitary sewage and combined sewer overflows.”Rep. EPA-600/2-79-015 (NTIS PB 296 626/AS), U.S. Envir. Protection Agency, Cincinnati, Ohio.
16.
Kaufman, H. L., and Lai, F. H. (1978). “Conventional and advanced sewer design concepts for dual purpose flood and pollution control—a preliminary case study, Elizabeth, NJ.”Rep. EPA-600/2-78-90 (NTIS PB 285 663), U.S. Envir. Protection Agency, Cincinnati, Ohio.
17.
Lager, J. A., Smith, W. G., Lynard, W. G., Finn, R. M., and Finnemore, E. J. (1977). “Urban stormwater management and technology: update and users' guide.”Rep. EPA-600/8-77-014 (NTIS PB 274 654), U.S. Envir. Protection Agency, Cincinnati, Ohio.
18.
Leiser, C. P. (1974). “Computer management of a combined sewer system.”Rep. EPA-670/2-74-022 (NTIS PB 235 717), U.S. Envir. Protection Agency, Cincinnati, Ohio.
19.
Maher, M. B. (1974). “Microstraining and disinfection of combined sewer overflows—phase III.”Rep. EPA-670/2-74-049 (NTIS PB 235 771), U.S. Envir. Protection Agency, Cincinnati, Ohio.
20.
Meinholz, T. L., Gruber, D. A., Race, R. A., Hansen, C. A., Moser, J. H., and Clark, M. J. (1979). “Screening/flotation treatment of combined sewer overflows—vol. II; full-scale operation, Racine, Wisconsin.”Rep. EPA-600/2-79-106a (NTIS PB80-130693), U.S. Envir. Protection Agency, Cincinnati, Ohio.
21.
Morrissey, S. P., and Harleman, D. R. F. (1992). “Retrofitting conventional primary treatment plants for chemically enhanced primary treatment in the U.S.A.”Proc., 5th Gothenburg Symp., Chemical water and wastewater treatment II. Springer-Verlag KG, Berlin, Germany, 401–416.
22.
Nebolsine, R., Harvey, P. J., and Fan, C. (1972). “High rate filtration of combined sewer overflows.”Rep. 11023EYI04/72 (NTIS PB 211 282), U.S. Envir. Protection Agency, Washington, D.C.
23.
Sonnen, M. (1977). “Abatement of deposition and score in sewers.”Rep. EPA/600/2-77-212 (NTIS PB 276 585), U.S. Envir. Protection Agency, Cincinnati, Ohio.
24.
Sullivan, R. H., Ure, J. E., Parkinson, F., and Zielinski, P. (1982). “Design manual—swirl and helical bend pollution control devices.”Rep. EPA-600/8-82/013 (NTIS PB 82-266 172), U.S. Envir. Protection Agency, Edison, N.J.
25.
U.S. Environmental Protection Agency (USEPA). (1995a). “Combined sewer overflows: guidance for nine minimum control.”Rep. EPA-832-R-95-003, Washington, D.C.
26.
U.S. Environmental Protection Agency (USEPA). (1995b). “Combined sewer overflows: guidance for long-term control plan.”Rep. 832-B-95-002, Washington, D.C.
27.
Walker, D., Golden, J., Bingham, D., and Driscoll, E. (1993). “Manual: combined sewer overflow control.”Rep. No. EPA/625/R-93/007 (NTIS PB 93-144 649), U.S. Envir. Protection Agency, Cincinnati, Ohio.
28.
Watt, T. R., Skrentner, R. G., and Davanzo, A. C. (1975). “Sewerage system monitoring and remote control.”Rep. EPA-600/2-75-020 (NTIS PB 242 107), U.S. Envir. Protection Agency, Cincinnati, Ohio.
29.
Wong, T. H. F., and Wooton, R. M. (1995). “An innovative gross pollutant trap for stormwater treatment.”Proc., 2nd Int. Symp on Urban Stormwater Mgmt., Inst. of Engrs., Melbourne, Australia, 407–412.
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Copyright © 1997 American Society of Civil Engineers.
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Published online: Mar 1, 1997
Published in print: Mar 1997
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