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2009 | 18 | 2 |

Tytuł artykułu

Water retention time in intermittently dosed sand filters

Warianty tytułu

Języki publikacji

EN

Abstrakty

EN
This paper presents a simple theoretical approach to calculating of the retention time of water and/or wastewater in intermittently dosed filters. It assumes that a single dose of water is completely mixed with the previously stored water in the filter and that the field capacity of the granular medium is achieved before the next wastewater application. Retention time is weighted by the water volume stored within the filter. It is presented in a discrete form. The model was successfully validated on the basis of empirical data gathered by Schudel and Boller.

Wydawca

-

Rocznik

Tom

18

Numer

2

Opis fizyczny

p.289-292,fig.,ref.

Twórcy

  • University of Life Sciences, Piatkowska 94A, 60-649 Poznan, Poland

Bibliografia

  • 1. US EPA Design Module No. 20: EPA technology assessment of intermittent sand filters. WWBLDM 20, 1983.
  • 2. US EPA 932-F-99-067: Wastewater technology fact sheet. Intermittent sand filters. Washington D. C., 1999.
  • 3. HINES M.H., FAVREAU R.E. Recirculating sand filter: an alternative to traditional sewage absorption systems. Proc. of the ASAE National Symposium on Home Sewage Disposal, Chicago. ASAE, St. Joseph, pp. 130-136, 1975.
  • 4. BERING S. Hydraulic characteristics of sewage flow through a biological trickling filter. Monograph No. 1 “Hydraulics of reactors applied in sanitary engineering”. PAN i PG, 31-38, Gdańsk 2005 [In Polish].
  • 5. VAN CUYK S., SIEGRIST R., LOGAN A., MASSON., FISCHER E., FIGUEROA L. Hydraulic and purification behaviors and their interactions during wastewater treatment in soil infiltration systems. Water Research 35, 4, 953, 2000.
  • 6. LEVENSPIEL O. Chemical Reaction Engineering. John Wiley & Sons., New York 1999.
  • 7. SCHUDEL P., BOLLER M. Onsite wastewater treatment with intermittent buried filters. Water Sci. & Tech. 22, 3/4, 93, 1990.
  • 8. SCHWAGER A., BOLLER M. Transport phenomena in intermittent filters. Water Sci. & Tech. 35, 6, 13, 1997.
  • 9. HASSAN G., RENEAU R. B., HAGEDORN C., SALUTA M. Modeling water flow behavior where highly treated effluent is applied to soil at varying rates and dosing frequencies. Soil Sc. 170 (9), 692, 2005.

Typ dokumentu

Bibliografia

Identyfikatory

Identyfikator YADDA

bwmeta1.element.agro-article-2741065f-6662-492d-8ba0-0f1d9d344842
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