2021
DOI: 10.3390/su13020982
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Assessment of the Efficiency, Environmental and Economic Effects of Compact Type On-Site Wastewater Treatment Plants—Results from Random Testing

Abstract: This study presents the results of random testing of selected on-site wastewater treatment plants (WWTPs) constructed in Poland in Masovia Voivodship in the years 2011–2016. The vast majority of tested on-site WWTPs were compact (container) type treatment plants, based on low rate activated sludge (AS), sequencing batch reactors (SBR), or a hybrid (activated sludge supported with biological film, AS + BF) method. Compact type plans are becoming more and more popular in single households in Poland, due to the o… Show more

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Cited by 16 publications
(10 citation statements)
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“…The assumptions for the NPV analysis are presented in Table 3. The value of the discount rate was adopted from previous studies concerning environmental services [59,60]. The lifespan of GRs was calculated, based on the depreciation rate, specified in Polish law [61].…”
Section: Economic Analysis Of Green Roofsmentioning
confidence: 99%
“…The assumptions for the NPV analysis are presented in Table 3. The value of the discount rate was adopted from previous studies concerning environmental services [59,60]. The lifespan of GRs was calculated, based on the depreciation rate, specified in Polish law [61].…”
Section: Economic Analysis Of Green Roofsmentioning
confidence: 99%
“…The quality of wastewater flowing into individual SBR reactors was significantly differentiated, as shown in Table 2. The nature of the wastewater corresponded to the parameters of municipal wastewater [9,45]. No high concentrations of organic compounds and biogenic compounds were found.…”
Section: The Load Of Pollutants In the Wastewater Flowing Into The Sb...mentioning
confidence: 93%
“…To date, a number of technological systems have been developed that enable the removal of carbon, nitrogen, and phosphorus compounds from wastewater using this method. These systems, such as Bardenpho, A/O, and A2/O, are known and commonly used most often in large WWTPs [5][6][7][8][9]. Despite their high efficiency, they have a number of conditions that significantly limit the possibilities of their use [10,11].…”
Section: Introductionmentioning
confidence: 99%
“…Oxygen concentrations above 3 mg/L do not contribute to better treatment results, but significantly increase operating costs related to energy consumption [18]. Annual energy use in the analyzed on-site plant was estimated on the assumption of 15/15 cycle [4] for the value of 262.8 kWh/yr (2.8 kWh per m 3 of treated wastewater), followed with unit annual cost of EUR 24.77 per 1 kg of the removed load of BOD 5 and EUR 9.66 per 1 m 3 of treated wastewater [4]. Energy consumption in low-loaded activated sludge plants was lower than reported for sequencing batch reactors (SBR; 365 kWh/yr) [25], the moving bed bioreactor (MBBR, 147 kWh/ca.year), or membrane bioreactors (MBR) which use up to 345 kWh/ca.year [26].…”
Section: Dissolved Oxygen Content In Aeration Chambermentioning
confidence: 99%
“…Treatment efficiency of chemical oxygen demand (COD), biochemical oxygen demand (BOD), total solids (TS), nitrogen (N), and phosphorus (P) is a manufacturer's declaration and should be equal to, or higher than the regulations of the country of distribution. The real efficiency of container on-site wastewater treatment systems, however, often deviates from the assumed values [4] and can be a source of contamination of the environment [5][6][7]. The insufficient degree of wastewater treatment in on-site plants was widely reported.…”
Section: Introductionmentioning
confidence: 99%