Szczegóły publikacji
Opis bibliograficzny
Use of shredded recycled plastic as filter bed packing in a vertical flow filter for onsite wastewater treatment plants: preliminary findings / Krzysztof Chmielowski, Wiktor Halecki, Adam Masłoń, Łukasz Bąk, Marek Kalenik, Marcin Spychała, Arkadiusz Niedziółka, Mariusz ŁACIAK, Michał Roman, Jakub Mazurkiewicz // Sustainability [Dokument elektroniczny]. — Czasopismo elektroniczne ; ISSN 2071-1050. — 2023 — vol. 15 iss. 3 art. no. 1883, s. 1–14. — Wymagania systemowe: Adobe Reader. — Bibliogr. s. 11–14, Abstr. — Publikacja dostępna online od: 2023-01-18. — K. Chmielowski – afiliacja: University of Agriculture in Krakow
Autorzy (10)
- Chmielowski Krzysztof Jan
- Halecki Wiktor
- Masłoń Adam
- Bąk Łukasz
- Kalenik Marek
- Spychała Marcin
- Niedziółka Arkadiusz
- AGHŁaciak Mariusz
- Roman Michał
- Mazurkiewicz Jakub
Słowa kluczowe
Dane bibliometryczne
| ID BaDAP | 145086 |
|---|---|
| Data dodania do BaDAP | 2023-02-22 |
| Tekst źródłowy | URL |
| DOI | 10.3390/su15031883 |
| Rok publikacji | 2023 |
| Typ publikacji | artykuł w czasopiśmie |
| Otwarty dostęp |  |
| Creative Commons | |
| Czasopismo/seria | Sustainability |
Abstract
Household wastewater is a problem, especially in areas with a dispersed settlement where there is no wastewater collection system or wastewater treatment plant. In this case, it is necessary to build a local or onsite wastewater treatment plant. This paper is an attempt to analyse the possibility of using recycled shredded ABS plastic (acrylonitrile butadiene styrene) as packing media in an experimental vertical flow filter for use in on-site wastewater treatment plants. Studies have shown that shredded recycled ABS is a promising filtration material that has several features important in the treatment process, like a large surface area, high mechanical strength and chemical inertness. The system was operated with a hydraulic load of 50 dm3/m2 (3 months). BOD5 (biochemical oxygen demand), COD (chemical oxygen demand), and total suspended solids (TSS) reduction efficiency in the primary effluent was high; 94.4%, 77.8%, and 92.8%, respectively.