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Investigations on the effectiveness of wastewater purification in medium sand with assisting opoka rock layer

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Języki publikacji
EN
Abstrakty
EN
The objective of the undertaken investigations was to examine in laboratory conditions whether an introduction of an assisting opoka rock layer with the granulation of 1–6 mm into the ground improves the removal efficiency of nitrogen and phosphorus compounds from domestic sewage. The performed investigations concerned the layer supporting the removal efficiency of domestic sewage in a home sewage treatment plant under infiltration drainage. The model investigations of wastewater purification were carried out in a medium sand bed with an assisting, 0.10 and 0.20 m thick opoka rock layer. The effectiveness of wastewater purification related to basic qualitative indicators (total suspended solids – TSS, BOD5, COD, total nitrogen, total phosphorus) was in line with the Polish standards on sewage disposal into grounds and surface water. The medium sand soil bed with the 0.20 m thick assisting opoka rock layer showed higher effectiveness of wastewater purification than that 0.10 m thick. The application of the 0.20 m thick opoka rock layer increased the removal efficiency regarding TSS by 6.2%, total nitrogen by 20.4%, ammonium nitrogen by 8.3% and total phosphorus by 2.9%, and removal efficiency regarding BOD5 by 1.2% and COD by 1.9% with relation to the 0.10 m thick assisting layer (all percentages − in average). The results confirm that the natural opoka rock with the granulation of 1–6 mm can be used to assist in the removal of nitrogen and phosphorus compounds from wastewater with the application of infiltration drainage.
Rocznik
Strony
53--65
Opis fizyczny
Bibliogr. 25 poz., rys., tab.
Twórcy
  • Warsaw University of Life Sciences – SGGW, Institute of Environmental Engineering, Department of Hydraulics and Sanitary Engineering, Nowoursynowska 159, 02-776 Warsaw, Poland
  • Warsaw University of Life Sciences – SGGW, Institute of Civil Engineering, Department of Mechanics and Building Structures, Nowoursynowska 159, 02-776 Warsaw, Poland
Bibliografia
  • [1] SPYCHAŁA M., NIEĆ J., Impact of septic tank sludge on filter permeability, Environ. Prot. Eng., 2013, 39 (2), 77–89.
  • [2] SPYCHAŁA M., NIEĆ J., PAWLAK M., Preliminary study on filamentous particle distribution in septic tank effluent and their impact on filter cake development, Environ. Technol., 2013, 34 (20), 2825–2833.
  • [3] NEĆ J., SPYCHAŁA M., Hydraulic conductivity estimation test impact on long-term acceptance rate and soil absorption system design, Water, 2014, 6, 2808–2820.
  • [4] GAJEWSKA M., Fluctuation of nitrogen fraction during wastewater treatment in a multistage treatment wetland, Environ. Prot. Eng., 2011, 37 (3), 119–128.
  • [5] HAWKINS C.L., SHIPITALO M.J., MOYE RUTLEDGE E., SAVIN M.C., BRYE K.R., Earthworm populations in septic system filter fields and potential effects on wastewater renovation, Appl. Soil Ecol., 2008, 40 (1), 195–200.
  • [6] SPYCHAŁA M., PILC L., Can Earthworms De-Clog Sand Filters?, Polish J. Environ. Stud., 2011, 20 (4), 1037–1041.
  • [7] KALENIK M., WANCERZ M., Research of sewage treatment in mean sand with assisting layer with chalcedonic – laboratory scale, Infra. Eco. Rural Areas, 2013, 1 (3), 163–173 (in Polish).
  • [8] GILL L.W., O’LUANAIGH N., JOHNSTON P.M., MISSTEAR B.D.R., O’SUILLEABHAIN C., Nutrient loading on subsoils from on-site wastewater effluent, comparing septic tank and secondary treatment systems, Water Res., 2009, 43 (10), 2739–2749.
  • [9] VAN CUYK S., SIEGRIST R., LOGAN A., MASSON S., FISCHER E., FIGUEROA L., Hydraulic and purification behaviors and their infiltrations during wastewater treatment in soil infiltration systems, Water Res., 2001, 35 (4), 953–964.
  • [10] HEATWOLE K.K., MCCRAY J.E., Modeling potential vadose – zone transport of nitrogen from onsite wastewater systems at the development scale, J. Contam. Hydrol., 2007, 91 (1–2), 184–201.
  • [11] EVEBORN D., KONG D., GUSTAFSSON J.P., Wastewater treatment by soil infiltration: Long-term phosphorus removal, J. Contam. Hydrol., 2012, 140–141 (10), 24–33.
  • [12] KVARNSTRÖM M.E., MOREL C.A.L., KROGSTAD T., Plant-availability of phosphorus in filter substrates derived from small-scale wastewater treatment systems, Ecol. Eng., 2004, 22 (1), 1–15.
  • [13] THANH N.C., SIMAR R.E., Biological treatment of domestic sewage by fungi, Mycopath. Mycol. Appl., 1973, 51, 223–232.
  • [14] KALENIK M., CIEŚLUK M., Sewage treatment in gravel with assisting dolomite layer, [In:] W. Sądej (Ed.), Sewages and waste materials in environment, Warmia and Mazury Center of Agriculture Consulting Service in Olsztyn, Olsztyn 2009, 23–33.
  • [15] KALENIK M., CHALECKI M., Investigations on the effectiveness of wastewater purification in medium sand with assisting clinoptilolite layer, Environ. Prot. Eng., 2019, 45 (2), 117–126.
  • [16] BĄK B., SZELĄG A., Opoka and gaize-forgotten rocks of Lublin region, Open. Min., 2013, 54 (2), 107–116 (in Polish).
  • [17] TROCHONOWICZ M., The efficacy analysis of the diaphragms made using the method of chemical injection in the walls of calcareous stones. Part I. The research of possibility of the diaphragm formation in the calcareous stone and mortar, Const. Arch., 2012, 11, 99–112 (in Polish).
  • [18] TABERNACKI J., HEIDRICH Z., SIKORSKI M., KUCZEWSKI K., ŁOMOTOWSKI J., JASIŃSKI P., LIPOWSKI K., Album of model solutions of disposal and neutralization of communal sewage from rural homesteads,Publisher IMUZ, Falenty1990 (in Polish).
  • [19] CEN/TR 12566-2:2005, Small wastewater treatment systems for up to 50 PT – Part 2: Soil infiltration system, European Committee for Standardization, Brussels 2005.
  • [20] PN-C-04616/10, Water and wastewater, Special test for sediments, The cultivation of standardized activated sludge in laboratory conditions, Standardization publication, Warsaw 1987 (in Polish).
  • [21] Decree of the Minister of Marine Economy and Inland Navigation of 12 July 2019 on substances that are particularly harmful to the aquatic environment and conditions to be fulfilled during wastewater introduction into water or ground as well as during rainwater and snowmelt discharge into water or water equipment, Dz.U., 2019, 1311 (in Polish).
  • [22] BEAL C.D., GARDNER E.A., MENZIES N.W., Process, performance, and pollution potential: A review of septic tank-soil absorption systems, Aust. J. Soil Res., 2005, 43 (7), 781–802.
  • [23] CHMIELOWSKI K., ŚLIZOWSKI R., Defining the optima range of a filter bed’s d10 replacement diameter in vertical flow sand filters, Environ. Prot. Eng., 2008, 34 (3), 35–42.
  • [24] WĄSIK E., CHMIELOWSKI K., Ammonia and indicator bacteria removal from domestic sewage in a vertical flow filter filled with plastic material, Ecol. Eng., 2017, 106, 378–384.
  • [25] MYCIELSKA-DOWGIAŁŁO E., WORONKO B., Rounding and frosting analysis of quartz grains of sand fraction, and its interpretative value, Geol. Rev., 1998, 46 (12), 1275–1281 (in Polish).
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4bc254ef-27a1-4901-be93-cf3290a438fd
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