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Impact of septic tank sludge on filter permeability

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
PL
Abstrakty
EN
The aim of the study was to determine the filter cake permeability. The research was carried out on the excessive sludge flushed out from a septic tank. Two types of laboratory filters: filled with fine sand and made of geotextiles were used. The permeability of the filter cake was inversely correlated linearly to the accumulated organic solids. Based on applied organic solids, the related filter cake permeability time of filter failure can be predicted. The shortest failure time, not exceeding two years, may be recorded when filter cake development and clogging processes simultaneously take place in small-pore diameter filters and when the concentration of volatile solids is high.
Rocznik
Strony
77--89
Opis fizyczny
Bibliogr. 22 poz., tab., rys.
Twórcy
autor
  • Poznan University of Life Sciences, Department of Hydraulic and Sanitary Engineering, 60-649 Poznań, ul. Piątkowska 94A, Poland
autor
  • Poznan University of Life Sciences, Department of Hydraulic and Sanitary Engineering, 60-649 Poznań, ul. Piątkowska 94A, Poland
Bibliografia
  • [1] SEABLOOM R.W., CARLSON D.A., ENGESET J., Proceedings of 4th Northwest On-Site Wastewater Disposal Short Course, University of Washington, Seattle, WA, 1982.
  • [2] BOYER J., ROCK C.A., Proceedings of the 7th NW Onsite Wastewater Treatment Shortcourse, Seattle,WA, 1992.
  • [3] CRITES R., TCHOBANOGLOUS G., Small and decentralized wastewater management systems,McGraw-Hill, New York, 1998.
  • [4] CONVERSE J.C., Septic tanks and pump chambers with emphasis on filters, risers, pumps surge capacity and time dosing, Small Scale Waste Management Project, 345 King Hall, University of Wisconsin,Madison, 1525 Linden Drive, Madison, WI 53706, 1999.
  • [5] PHILIPPI L.S., DA COSTA R.H.R., SEZERINO P.H., Domestic effluent treatment through integrated system of septic tank and root zone, Water Sci. Tech., 1999, 40 (3), 125.
  • [6] BOUNDS T.R., Management of Decentralized and Onsite Wastewater Systems. On-Site Wastewater treatment, Proceedings of the Ninth National Symposium On Individual and Small Community Sewage Systems, ASAE, 2001, 435.
  • [7] GOONETILLEKE A., DAWES L., BIDDLE D., Performance Evaluation of Septic Tanks in the Gold Coast Region, GCCC, Gold Coast City, 2002.
  • [8] SPYCHAŁA M., Contaminants removal efficiency in sand filters for domestic sewage primarily treated in septic tank, Annual of Agricultural University of Poznan, 355, Land Reclamation and Environmental Engineering, 2003, 24, 191 (in Polish).
  • [9] CHEUNG K.C., VENKITACHALAM T.H., Assessment of contamination by percolation of septic tank effluent through natural and amended soils, Environ. Geochem. Hlth., 2004, 26, 157.
  • [10] BEAL C.D., GARDNER E.A., KIRCHHOF G., MENZIES N.W., Long-term flow rates and biomat zone hydrology in soil columns receiving septic tank effluent, Water Res., 40, 2006, 2327.
  • [11] FAN CH., CHANG F.-CH., KO CH.-H., TENG CH.-J., CHANG T.-CH., SHEU Y.-S., Treatment of septic tank effluents by a full-scale capillary seepage soil biofiltration system, J. Environ. Health, 2009, 71 (7), 56.
  • [12] LOWE K.S., TUCHOLKE M.B., TOMARAS J.M.B., CONN K., HOPPE C., DREWES J., MCCRAY J.E.,MUNAKATA-MARR J., Influent constituent characteristics of the modern waste stream from single sources, IWA, Colorado, 2009.
  • [13] GAJEWSKA M., Fluctuation of nitrogen fraction during wastewater treatment in a multistage treatment wetland, Environ. Prot. Eng., 2011, 37 (3), 119.
  • [14] RYNKIEWICZ M., Application of constant electric field in simultaneous intensification of dewatering of wastewater sludge and filtrate purification, Environ. Prot. Eng., 2011, 37 (3), 93.
  • [15] VINTEN A.J.A., MINGELGRIN U., YARON B., The effect of suspended solids in wastewater on soil hydraulic conductivity, Soil Sci. Soc. Am. J., 1983, 47, 408.
  • [16] SIEGRIST R.L., Soil clogging during subsurface wastewater infiltration as affected by effluent composition and loading rate, J. Environ. Qual., 1987, 16 (2), 181.
  • [17] SPYCHAŁA M., BŁAŻEJEWSKI R., Sand filter clogging by septic tank effluent, Wat. Sci. Tech., 2003, 48 (11), 153.
  • [18] LI W., KISER C., RICHARD Q., Development of a filter cake permeability test methodology, American Filtration and Separations Society, International Topical Conferences and Exposition, September 19–22, Ann Arbor, Michigan, 2005.
  • [19] LAMBE T.W., Soil Mechanics, Arkady, Warszawa 1978 (in Polish).
  • [20] CRISP D.J., WILLIAMS R., Direct measurement of pore-size distribution on artificial and natural deposits and prediction of pore space accessible to interstitial organisms, Mar. Biol., 1971, 10, 214.
  • [21] WEGGEL J.R., DORTCH J., A model for filter cake formation on geotextiles, Experiment, Geotext. Geomembranes, 2012, 31, 62.
  • [22] KWAŚNA K., Research on the hydraulic resistance of the grid filter located at the outflow from the septic tank, Sci. thesis, Submitted to the University of Live Sciences, PL, 2011.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c4be382e-adbb-4284-9b23-ed0fffa63f70
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