Treatment of wastewater from service areas at motorways

• Autorzy: Makowska M. , Mazurkiewicz J.

Identyfikatory

DOI

10.1515/aep-2016-0040

Warianty tytułu

PL

Oczyszczanie ścieków z miejsc obsługi podróżnych przy autostradzie

• Języki publikacji: EN

Abstrakty

EN

This paper deals with wastewater treatment systems placed in motorway service areas (MSAs). In the years 2008-2009 eight of such facilities installed on the stretch of the A2 motorway between Poznań and Nowy Tomyśl were examined and analyzed. The system consists of a septic tank, a submerged aerated biofilter and an outflow filter. The volume of traffic on the highway was analyzed, the amount of water use was measured and peak factors were calculated. On this basis it was concluded that the inflows to the wastewater treatment systems in many cases exceeded the nominal design values. Based on the analysis of effluent quality it was found that the effects of plant operation in large part did not meet the requirements. It was found that the bioreactor aeration system and the design of the suspension separator (outflow filter) should be modified. One of the solutions was to use the soil-reed bed for wastewater treatment. The treatment of wastewater from the MSAs is a task that must take into account the unusual character of these facilities and the atypical quality of the effluent.

PL

Praca dotyczy systemów oczyszczania ścieków w Miejscach Obsługi Podróżnych (MOP) przy autostradach. Badano i analizowano 8 instalacji zamontowanych w MOP-ach przy autostradzie A2 między Poznaniem a Nowym Tomyślem. Systemy składają się z osadnika gnilnego, zanurzonego, napowietrzanego złoża biologicznego i filtra odpływowego. Analizowano natężenie ruchu na autostradzie, ilość zużywanej wody oraz jakość ścieków na wlocie i wylocie z bioreaktora. Na tej podstawie stwierdzono, że wielkość oczyszczalnie nie jest adekwatna do ilości i jakości dopływających ścieków. Stwierdzono, że jakość odpływu jest niezadowalająca oraz zaproponowano zmiany konstrukcyjne i technologiczne.

Słowa kluczowe

EN

motorway service areas; local treatment plants; biofilters; wastewater treatment; facilities at transport routes

PL

miejsca obsługi podróżnych; MOP; natężenie ruchu; autostrada A2; oczyszczalnie lokalne; biofiltr; jakość ścieków

• Wydawca: Institute of Environmental Engineering, Polish Academy of Sciences
• Czasopismo: Archives of Environmental Protection
• Rocznik: 2016
• Tom: Vol. 42, no. 4
• Strony: 80--89
• Opis fizyczny: Bibliogr. 16 poz., rys., tab., wykr.

Twórcy

autor

Makowska M.

• Poznań University of Life Sciences, Poland, Department of Hydraulic and Sanitary Engineering

autor

Mazurkiewicz J.

• Poznań University of Life Sciences, Poland, Department of Hydraulic and Sanitary Engineering

Bibliografia

• [1]. Błażejewski, R. (2003). Rural sanitation, PZITS Poznań (2003). (in Polish)
• [2]. Expertise on environmental protection concerning renewal of National Development Strategy 2007-2015, (2010) CDM Warszawa. (in Polish)
• [3]. Helman-Grubba, M., Marcinkowski, M. & Falkowski, W. (2004), Effective protection of the surrounding roads - theory and practice, International Scientific - Technical Conference on the Protection of surface and ground waters and soils along roads and highways. (in Polish)
• [4]. Jowett, C., Payette, C., Harsch, D., Sommer, M. & Defoort, D. (2008), Re-using truck stop sewage for toilets and truck washing, WAFTEC Tech. Prog. 76, Chicago.
• [5]. Kiss, A., Hai, F.I. & Ngheim, L.D. (2011), Roadside rest area wastewater treatment system: Performance evaluation and improvement, Desalination and Water Treatment, , 32, pp. 389-396.
• [6]. Leverenz, H. & Tchobanoglous, G. (2007). Identification of research needs for effective low cost wastewater treatment technologies, Proc. WEF, WEFTEC.
• [7]. Londong, J. & Meyer, D. (2010). Abwasserbehandlung an PWC - Anlagen, Bauhaus Universitaet Weimar, Weimar 2010.
• [8]. Nasr, F.A. & Mikhaeil, B. (2013). Treatment of domestic wastewater using conventional and baffled septic tanks, Environmental Technology, 34, pp. 2337-2343.
• [9]. Parker, C.E., Ritz, M.A., Heitman, R.H. & Kitchen, J.D. (1977). Geometrics, water treatment, utility practices, safety appurtenances, and outdoor advertisement, Transportation Research Record, 631,Washington, USA 1977.
• [10]. Pawlak, M. & Błażejewski, R. (2010). Mathematical model of sedimentation and flotation in a septic tank, in: Environmental Engineering III, L. Pawłowski, M.R., Dudzińska & Pawłowski, A. (Eds.)., CRS Press, Taylor & Francis Group 2010.
• [11]. Pearson, F., Grottkau, W.A. & Jenkins, D. (1984). Wastewater Treatment and Hydraulics, Transportation Research Record, 995, Washington 1984.
• [12]. Seabloom, R. & Sylvester, R.O. (1972). Rest area wastewater disposal, Departament of Civil Engineering, University of Washington. Seattle, Washington 1972.
• [13]. Song, F., Tian, W. & Zhao, Q. (2011). Sewage Treatment Choice of Ancillary Facility of Si-Xiao Expressway, Shandong University of Science and Technology, Qingdao, China 2011. (http://en.cnki.com.cn/Article_en/CJFDTOTAL-GLGL200508037.htm (08.09.2016)).
• [14]. Spychała, M., Nieć, J. & Pawlak, M. (2013). Preliminary study on filamentous particle distribution in septic tank effluent and their impact on filter cake development, Environmental Technology, 34, pp. 2825-2833.
• [15]. Tinga, S.C., Ismailb, A.R. & Maleka, M.A. (2013). Development of effluent removal prediction model efficiency in septic sludge treatment plant through clonal selection algorithm, Journal of Environmental Management, 29, pp. 260-265.
• [16]. Zhukov, A.J. & Yampolskij, T.S. (1951). Underground seepage of wastewater. GISL, Moskwa 1951.

Uwagi

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.