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Tytuł artykułu

Nitrogen compounds in effluents from a septic tank

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents the results of long-term studies on the concentrations of total nitrogen and ammonium nitrogen in a septic tank effluent. A statistical analysis concerning the sampling day and the season was performed. The mean concentration of total nitrogen in the effluent was 47±9 g N/m3 and the mean concentration of ammonium nitrogen was 33±11 g N/m3. Results on the cumulative distributions of total nitrogen and ammonium nitrogen in the outflow from the septic tank have also been presented.
Rocznik
Strony
161--174
Opis fizyczny
Bibliogr. 24 poz., rys., tab.
Twórcy
  • Department of Hydraulic and Sanitary Engineering, Poznań University of Life Sciences, Piątkowska 94A, 60-649 Poznań, Poland
  • Department of Hydraulic and Sanitary Engineering, Poznań University of Life Sciences, Piątkowska 94A, 60-649 Poznań, Poland
  • Department of Hydraulic and Sanitary Engineering, Poznań University of Life Sciences, Piątkowska 94A, 60-649 Poznań, Poland
  • Department of Natural Gas Engineering, AGH University of Science and Technology, al. Mickiewicza 30, 30-059 Kraków, Poland
Bibliografia
  • [1] MARZEC M., JÓŹWIAKOWSKI K., Operational and environmental problems of the functioning of mini-sewage treatment plants with activated sludge, Pol. J. Environ. Stud., 2007, 16 (2A), 525–529.
  • [2] MARZEC M., JÓŹWIAKOWSKI K., Efficiency and operating conditions of onsite wastewater treatment plants with activated sludge, Probl. Books Progr. Agric. Sci., 2010, 547, 229–236 (in Polish).
  • [3] PAWLAK M., Characteristics of wastewater treated in septic tanks, Sci. Nat. Techn., 2011, 5 (5), 1–10 (in Polish).
  • [4] BUGAJSKI P., Assessment of nutrient removal reliability in a sewage treatment plant using the Weibull method, Adv. Agric. Sci. Probl., 2014, 576, 13–21 (in Polish).
  • [5] WĄSIK E., BUGAJSKI P., CHMIELOWSKI K., Weibull model as a tool for assessment of operation relia-bility in a sewage treatment plant in Niepołomice, Sci. Nat. Techn., 2016, 10 (2) 1–11. DOI: 10.17306 /J.NPT.2016.2.20.
  • [6] BUGAJSKI P., KACZOR G., BERGEL T., The removal of reliability nitrogen in wastewater treatment plant witch sequencing biological reactor, Acta Sci. Pol., 2015, 14 (3), 19–27. DOI: 10.15576/ASP.FC/2015.14.3.19.
  • [7] LOWE S., TUCHOLKE M.B., TOMARAS J.M.B., CONN K., HOPPE CH., DREWES J.E., MUNAKATA-MARR J., Influent constituent characteristics of the modern waste stream from single sources, Raport WERF 04-DEC-01, IWA Pub., 2009.
  • [8] AL-ZREIQATA I., ABBASSIB B., HEADLEYC T., NIVALAD J., VAN AFFERDEND M., MÜLLER R.A., Influence of septic tank attached growth media on total nitrogen removal in a recirculating vertical flow constructed wetland for treatment of domestic wastewater, Ecol. Eng., 2018, 118, 171–178. DOI: 10.1016 /j.ecoleng.2018.05.013.
  • [9] HINKLEA S.R., BÖHLKEB J.K., FISHERC L.H., Mass balance and isotope effects during nitrogen transport through septic tank systems with packed-bed (sand) filters, Sci. Environ., 2008, 407 (1), 324–332. DOI: 10.1016/j.scitotenv.2008.08.036.
  • [10] LOWE S., ROTHE N.K., TOMARAS J.M.B., DEJONG K., TUCHOLKE M.B., DREWES J.E., MCCRAY J.E., MUNAKATA-MARR J., Influent constituent characteristics of the modern waste stream from single sources. Literature review, Rep. WERF 04-DEC-01a, IWA Pub., 2007.
  • [11] MCCRAY J.E., KIRKLAND S.L., SIEGRIST R.L., Thyne G.D., Model parameters for simulating fate and transport of on-site wastewater nutrients, Ground Water, 2005, 43 (4), 628–639. DOI: 10.1111/j.1745-6584.2005.0077.x.
  • [12] CRITES R., TCHOBANOGLOUS G., Small and Decentralized Wastewater Management Systems, McGraw Hill, Boston 1998.
  • [13] KUCZEWSKI K., The effect of purification of economic sewage in a three-chamber septic tank, Problem Sheet PZITS, 672, 26, Rural Sanitation Technology, Wrocław 1993 (in Polish).
  • [14] MICEK A., JÓŹWIAKOWSKI K., MARZEC M., LISTOSZ A., GRABOWSKI T., Efficiency and technological reliability of contaminant removal in household WWTPs with activated sludge, Appl. Sci., 2021, 11 (4), 1889. DOI: 10.3390/app11041889.
  • [15] CHMIELOWSKI K., The effectiveness of domestic sewage treatment in a household sewage treatment plant with a modified gravel and sand filter, Infrastr. Ecol. Rural Areas, 2013, 1 (1) (in Polish).
  • [16] JÓŹWIAKOWSKI K., Studies on the efficiency of sewage treatment in chosen constructed wetland systems, Infrast. Ecol. Rural Areas, Polish Academy of Sciences, Cracow Branch Commission of Technical Rural Infrastructure, Cracow 2012 (in Polish).
  • [17] MICEK A., JÓŹWIAKOWSKI K., MARZEC M., LISTOSZ A., MALIK A., Efficiency of pollution removal in preliminary settling tanks of household wastewater treatment plants in the Roztocze National Park, J. Ecol. Eng., 2020, 21 (5), 9–18. DOI: 10.12911/22998993/122118.
  • [18] U.S. EPA, Onsite Wastewater Treatment Systems Manual, Rep. No. EPA/625/R-00/008, 2002.
  • [19] PAWĘSKA K., KUCZEWSKI K., Effectiveness of domestic sewage purification in plant-soil treatment plants with different operating, Sci. J. Wrocław University of Environmental and Life Sciences, Monographs, 2008, 9, 60 (in Polish).
  • [20] NIŻYŃSKA A., Analysis of the occurrence of groundwater contaminated with nitrates, Inst. Environ. Prot., Wrocław 2004 (in Polish).
  • [21] BUGAJSKI P., KACZOR G., Structure of expenditure of cold and hot water in one-family apartment, Infrast. Ecol. Rural Areas, PAN, 2005, 2, 17–26 (in Polish).
  • [22] PALUCH J., PARUCH A., PULIKOWSKI K., Preliminary results of a study on the ORP type sewage treatment plant, Woda-Środowisko-Obszary Wiejskie, 2006, 6, 297–305 (in Polish).
  • [23] MAKOWSKA M., SPYCHAŁA M., BŁAŻEJEWSKI R., Treatment of septic tank effluent in moving bed biological reactors with intermittent aeration, Polish J. Environ. Stud., 2009, 18 (6), 1051–1057.
  • [24] MAKOWSKA M., Simultaneous removal of carbon and nitrogen compounds from domestic sewage in hybrid bioreactors, Poznań University of Life Sciences, Poznań 2010 (in Polish).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-682e4ad4-0e9a-48be-a267-a937fe3b8662
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