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EN
The objective of the work was to design a biological reactor in the Bardenpho system as an alternative to the SBR biological reactor in the wastewater treatment plant in Nowy Targ. The technological system of the newly designed biological reactor was adapted to the existing reinforced concrete structure. The design of individual nitrification, denitrification, predenitrification and dephosphatation chambers was developed on the basis of actual data on the volume of influent sewage and its pollutant loads. The newly designed technological system of the Bardenpho type biological reactor guarantees high efficiency in the elimination of organic and biogenic compounds from wastewater. Within operational guidelines, it is proposed to gradually eliminate the inflow of foreign waters to the sewage system by removing the illegally connected roof gutters. Moreover, it is recommended to strictly control the volume of the fur-plant industrial sewage discharged into the sewage system.
EN
In the study, the Weibull method was used to determine the technological reliability of a collective wastewater treatment plant in Nowy Targ in Poland in regard of its ability to meet effluent discharge standards for selected pollution parameters. In addition, relative exceedance frequencies were calculated for this facility. The experiments were conducted in 2016 and 2017. During this period, 87 samples of influent and effluent wastewater were collected and analyzed. The parameters investigated in the study included BOD5, COD, Total suspension and chromium Cr, for which the maximum permissible limits specified in the water quality permit are expressed as concentrations, and TN and TP, for which limit values are defined as minimum reduction rates (%). The technological reliability values for the parameters measured in concentration units were 72.5% for BOD5, 88% for COD, 65% for Total suspension, and 72.5% for Cr. The relative exceedance frequency was 23% of all measurement series for BOD5, 8% for COD, 25.3% for Total suspension, 16.1% for Cr, 2.5% for TN, and 2.0% for TP. It was found that the number of exceedances per year for all the investigated parameters was larger than the "tolerance limit" of five days laid down in the legal provisions in force in Poland relating to the quality of wastewater discharged to a reservoir. The results show that measures should be taken to identify the causes of the observed deficiencies in the reduction of the analyzed pollution parameters in the technological line of the treatment plant and that corrective action should be pursued.
PL
Celem pracy jest wykorzystanie metody Weibulla w celu określenia niezawodności technologicznej odnośnie uzyskania wartości normatywnych w ściekach oczyszczonych dla wybranych wskaźników zanieczyszczeń w zbiorczej oczyszczalni ścieków w Nowym Targu. Ponadto w pracy określono częstość względną występowania ponadnormatywnych wartości analizowanych wskaźników. Badania prowadzono w latach 2016 i 2017, gdzie w tym okresie pobrano i poddano analizie po 87 próbek ścieków dopływających i odpływających. W pracy uwzględniono wskaźniki, dla których wymagania w pozwoleniu wodno-prawnym podano jednostce wagowej i są to: BOD5, ChZT, zawiesina ogólna i chrom Cr oraz wskaźniki, dla których wymagania określono, jako minimalny stopnień redukcji (%) i są to: azot ogólny oraz fosfor ogólny. Niezawodność technologiczna dla wskaźników, których miarą jest jednostka wagowa wynosi dla BOD5– 72.5%, dla ChZT – 88% dla zawiesiny ogólnej – 65% i dla chromu Cr – 72.5%. Częstość względna występowania ponadnormatywnych wartości lub stopnia redukcji dla analizowanych wskaźników wynosi dla BOD5– 23%, dla ChZT – 8%, dla zawiesiny ogólnej – 25.3%, dla jonów chromu Cr – 16.1%, dla azotu ogólnego – 2.5% i dla fosforu ogólnego – 2.0% przypadków w stosunku do wszystkich serii pomiarowych. Stwierdzono, że liczba dni w roku, w których występują wartości ponadnormatywne dla badanych parametrów przekracza liczbę 5 dni, czyli „granicę tolerancji” wskazaną w obowiązującym w Polsce akcie prawnym dotyczącym jakości ścieków odprowadzanych do odbiornika. Na terenie analizowanego systemu kanalizacyjnego zaleca się podjąć działania w celu identyfikacji przyczyn występujących nieprawidłowości unieszkodliwiania analizowanych wskaźników w ciągu technologicznym oczyszczalni i podjąć działania naprawcze.
EN
This paper presents the analysis and evaluation of the impact of clean sewage on the water in the Mordarka river, in the period 2012–2015. The analysis was conducted based on the collected and statistical research: the amount and composition of the purified sewage discharged to the receiver. The following pollution indices were tested: total suspended solids, BOD5, COD, total nitrogen and total phosphorus. On the basis of the obtained results it was concluded that the amount of purified wastewater discharge to the Mordarka river, did not contribute to the degradation of the water quality in that period of time. Moreover, the level of indicators: total suspended solid, BOD5 and COD did not exceed the limit values from the regulation, which confirmed the effective protection of water quality in the Mordarka river. However, because of the high concentration of biogenic compounds in the purified wastewater effluents, the river is prone to eutrophication process.
EN
The aim of this study was to determine the biodegradability of organic and biogenic contaminants in wastewater flowing into biological reactors in the treatment plant in Nowy Targ. The research period covered the years 2016 and 2017, when 87 samples of raw wastewater and 87 samples of wastewater after mechanical treatment were collected and subjected to physico-chemical analysis. In both types of wastewater, the size of the following indicators was analyzed: BOD5, COD, total kjeldahl nitrogen (TN) and total phosphorus (TP). The study verified the amount of pollutants in the raw wastewater in order to determine whether they are household wastewater. In the next stage of the analysis, the characteristic values of the analyzed indicators in wastewater after the mechanical treatment process were determined in order to indicate mutual dependences of organic and biogenic indicators. Based on the analysis, it was found that wastewater after mechanical treatment (in the case of its susceptibility to biological decomposition processes of organic pollutants) has an unfavorable COD/BOD5 ratio. With regard to the susceptibility of wastewater to nitrification, denitrification and dephosphatation processes, in the majority of cases, wastewater is susceptible to these processes. It is recommended to apply an additional source of organic carbon to wastewater prior to biological treatment in order to improve the biodegradation of the analyzed pollutants.
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