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Wastewater Systems

  • David R. Storm

Abstract

Chapter 7 bridged the gap between purely water supply engineering and wastewater engineering by presenting a framework for reclaimed wastewater recycling as a separate but related subcategory of the total water utility system model. Although it is well within the realm of technical possibilities to recycle all wastewater from wineries, from a practical, microbiological safety, and economic standpoint only process wastewater reclamation will be dealt with in this chapter.

Keywords

Chemical Oxygen Demand Biochemical Oxygen Demand Septic Tank Mixed Liquor Suspended Solid Pump Station 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. 102.
    Gloyna, R. 1972. Wastewater recycling demonstration projects. Water Pollut. Control Fed. 13(4).Google Scholar
  2. 103.
    Storm, D.R. 1995. Cryptosporidium; a new drinking water threat. Pract. Winery Vineyard 15(6).Google Scholar
  3. 104.
    Storm, D.R. 1980. Design Manual: Onsite Wastewater Treatment and Disposal Systems. Cincinnati, OH: USEPA, Mun. Environ. Res. Lab.Google Scholar
  4. 105.
    Storm, D.R. 1979. Wastewater Engineering, Treatment, Disposal and Reuse. 2nd ed., Metcalf and Eddy. New York: McGraw-Hill.Google Scholar
  5. 106.
    Storm, D.R.1994. Uniform Plumbing Code. Walnut, CA: International Association of Plumbing and Mechanical Officials.Google Scholar
  6. 107.
    Storm, D.R. 1995. Research results on the effects of water softener brine discharges on septic tanks and leachfields. Pract. Winery Vineyard 15(6).Google Scholar
  7. 108.
    Storm, D.R. 1995. The best T.P. for your S.T. Winery Water and Waste. Pract. Winery Vineyard 11(4).Google Scholar
  8. 109.
    Storm, D.R. 1990. Choosing a winery site. Winery Water and Waste. Pract. Winery Vineyard 11(4).Google Scholar
  9. 110.
    Storm, D.R. 1984. Site planning for wineries: A sanitary engineer’s view. Winery Water and Waste. Pract. Winery Vineyard 5(4).Google Scholar
  10. 111.
    Storm, D.R. 1987. Sewage pump stations: Operation, design decisions and equipment choices. Winery Water and Waste. Pract. Winery Vineyard 8(2).Google Scholar
  11. 112.
    Storm, D.R. 1985. Winery odors; achieving 24-hour protection, Part I. Winery Water and Waste. Pract. Winery Vineyard 6(4).Google Scholar
  12. 113.
    Storm, D.R. 1985. Winery odors; Achieving 24-hour protection, Part Ii. Winery Water and Waste. Pract. Winery Vineyard 6(5).Google Scholar
  13. 114.
    Storm, D.R. 1995. Something new in living sound walls and odor barriers. Winery Water and Waste. Pract. Winery Vineyard 16(1):80–81.Google Scholar
  14. 115.
    Storm, D.R. 1988. Controls and instrumentation. Winery Water and Waste. Pract. Winery Vineyard 8(6).Google Scholar
  15. 116.
    Storm, D.R. 1989. Waste treatment and biological activators. Winery Water and Waste. Pract. Winery Vineyard 10(3).Google Scholar
  16. 117.
    Storm, D.R. 1978. San Francisco Bay Drainage Area Basin Plan. Sacramento, CA: State of California, State Water Resources Control Board.Google Scholar
  17. 118.
    Phillips, G. 1995. Personal communication. Phillips & Associates Management and Technical Resources, Napa, CA.Google Scholar
  18. 119.
    Converse, J.C. and Otis, R.J. 1976. Alternate Designs for On-site Home Sewage Disposal. Small Scale Waste Management Project. Univ. of Wisconsin, Madison, WI.Google Scholar
  19. 120.
    Ingham, A.T. 1980. Guidelines for Mound Systems. Sacramento, CA: State of California, Water Resources Control Board.Google Scholar
  20. 121.
    Ingham, A.T. 1980. Sacramento, CA: Guidelines for Evapotranspiration Systems. State of California, Water Resources Control Board.Google Scholar
  21. 122.
    122. Storm, D.R. 1994. Trickle systems (aka: Drip); subsurface wastewater disposal with a new twist. Winery Water and Waste. Pract. Winery Vineyard 15(4).Google Scholar
  22. 123.
    Storm, D.R. 1979. Stinson Beach County Water District, Wastewater Facilities Plan. Davis, CA: Storm Engineering.Google Scholar
  23. 124.
    Storm, D.R. 1995. Gray-water recycling and reuse; laws begin to catch-up with technology. Winery Water and Waste. Pract. Winery Vineyard 16(3).Google Scholar
  24. 125.
    Storm, D.R. 1985. Water supply and wastewater treatment system operation and maintenance tips. Winery Water and Waste. Pract. Winery Vineyard 6(2).Google Scholar
  25. 126.
    Storm, D.R. 1991. New effluent control laws. Winery Water and Waste. Pract. Winery Vineyard 12(4).Google Scholar
  26. 127.
    Storm, D.R. 1993. Stormwater pollution prevention update. Winery Water and Waste. Pract. Winery Vineyard 14(2).Google Scholar
  27. 128.
    Storm, D.R. 1988. Process wastewater strainers and screens. Winery Water and Waste. Pract. Winery Vineyard % (A).Google Scholar
  28. 129.
    Storm, D.R. 1992. Wastewater sedimentation and settling aids, Part I. Winery Water and Waste. Pract. Winery Vineyard 13(4).Google Scholar
  29. 130.
    Storm, D.R. 1993. Wastewater sedimentation and settling aids, Part II. Winery Water and Waste. Pract. Winery Vineyard 13(5).Google Scholar
  30. 131.
    Storm, D.R. 1992. Standard Methods for the Examination of Water and Wastewater, 18th ed. Washington. DC: WPCP and APHA.Google Scholar
  31. 132.
    Storm, D.R. 1985. (Un) treatability of winery wastewater: Mysteries dispelled. Winery Water and Waste. Pract. Winery Vineyard 5(6).Google Scholar
  32. 133.
    Storm, D.R. 1977. Process Control Manual; Aerobic Biological Wastewater Treatment Facilities. Washington, DC: U.S. Environmental Protection Agency.Google Scholar
  33. 134.
    Storm, D.R. 1966. Advances toward understanding lagoon behavior. Proc. of 3 rd Sanitary Engr. Conf Univ. of Missouri Rept. No. 6.Google Scholar
  34. 135.
    Silverio, C.M. 1986. Anaerobic treatment of distillery slops using an upflow anaerobic filter reactor. Process Biochem. 21 (6): 192–195.Google Scholar
  35. 136.
    Mccarty, P.L. and Young, J.C. 1969. The anaerobic filter for waste treatment. Journal of Water Pollution Control Federation 41 (5, Part 2):R160–R173.Google Scholar
  36. 137.
    Storm, D.R. 1986. Waste treatment system expansion: Where to begin. Winery Water and Waste. Pract. Winery Vineyard 7(3).Google Scholar
  37. 138.
    Vennard,J.K. and Street, R.L. 1975. Elementary Fluid Mechanics 5th ed. New York: John Wiley and Sons.Google Scholar
  38. 139.
    Storm, D.R. 1987. Flow measurement. Winery Water and Waste. Pract. Winery Vineyard 8(1).Google Scholar
  39. 140.
    Doorenbos, J. and Pruitt, W.O. 1974. Guidelines for the Prediction of Crop Water Requirements. UN, Food And Agric. Org., Irrigation and Drainage Paper No. 25. Rome: FAO.Google Scholar
  40. 141.
    Storm, D.R. 1986. Small dams and impoundments. Winery Water and Waste. Pract. Winery Vineyard 7 (4).Google Scholar
  41. 142.
    Storm, D.R. 1987. Land confinement and zero discharge. Winery Water and Waste. Pract. Winery Vineyard 8(4).Google Scholar
  42. 143.
    Storm, D.R. 1989. Coping with Section 404 of the Clean Water Act. Winery Water and Waste. Pract. Winery Vineyard 9(5).Google Scholar

Copyright information

© Springer Science+Business Media New York 2001

Authors and Affiliations

  • David R. Storm
    • 1
  1. 1.Storm Engineering, Inc.USA

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