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Wyszukujesz frazę "treatment plant" wg kryterium: Temat


Tytuł:
The effect of heavy precipitation on the infiltration and inflow into small sewage treatment plants in 2010
Autorzy:
Kaczor, G.
Powiązania:
https://bibliotekanauki.pl/articles/60233.pdf
Data publikacji:
2011
Wydawca:
Polska Akademia Nauk. Stowarzyszenie Infrastruktura i Ekologia Terenów Wiejskich PAN
Tematy:
heavy rainfall
infiltration
inflow
small sewage treatment plant
sewage treatment plant
sewer system
weather
treatment plant
Malopolska voivodship
Krakow city
mechanical treatment plant
biological treatment plant
modernization
Opis:
The aim of the study was to determine the extent to which heavy rainfall, that occurred in 2010, affected the infiltration into the selected sewage treatment plants in the Małopolskie voivodeship. The research was conducted in four separate sewer systems, located in poviats adjacent to the city of Kraków, discharging sewage to mechanical-biological treatment plants with a capacity below 1000 m3•d-1. The amount of sewage and extraneous water in the average wet year (2008) were used as control. As a result of heavy precipitation in 2010 the sewer system A received 18 539 m3 more extraneous water than in 2008 (increase by 343%), the sewer sys-tem B - 22 822 m3 (increase by 163%), the sewer system C - 109 715 m3 (increase by 248%) and the sewer system D - 30 796 m3 (increase by 303%). Heavy precipitation in 2010 caused the increase of infiltration and inflow by 264% on average in all studied sewer systems compared to the average wet year. As the result of precipitation, whose annual total in 2010 was higher by 65% than the normal value in 2008, there was an increase in the annual share of extraneous water from 5.3 to 19.7% depending on the facility. The volume of extraneous water, which was discharged into the studied treatment plants in 2010 (the period of heavy rainfall), constituted the following share of the annual value: in the sewer system A - 41.3%, in the sewer system B - 21.2%, in the sewer system C - 14.4%, in the sewer system D - 22.9%. Assuming the average gross amount of 3 PLN paid for treatment of 1 m3 of sewage, cost of extraneous water disposal in 2010 amounted from 78 533 PLN to 552 165 PLN, depending on the facility. The results obtained in the present study suggest that eliminating or reducing infiltration and inflow into the analyzed sewer systems would allow for large financial savings associated with reducing costs both for their transport and treatment as well as for modernization of facilities to enhance their hydraulic eapacity.
Źródło:
Infrastruktura i Ekologia Terenów Wiejskich; 2011, 12
1732-5587
Pojawia się w:
Infrastruktura i Ekologia Terenów Wiejskich
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Comparative analysis of selected wastewater treatment plants
Autorzy:
Nowakowska, Anita
Powiązania:
https://bibliotekanauki.pl/articles/1177394.pdf
Data publikacji:
2018
Wydawca:
Przedsiębiorstwo Wydawnictw Naukowych Darwin / Scientific Publishing House DARWIN
Tematy:
biological wastewater treatment plant
mechanical-biological wastewater treatment plant
wastewater
wastewater management
Opis:
The article presents the classification of wastewater treatment plants and indicates the types of processes occurring during wastewater treatment. The purpose of the article is to get acquainted with the functioning as well as technical and economic differences of biological and mechanical-biological wastewater treatment plant. The author also made a comparative analysis containing a list of wastewater treatment efficiency in the presented treatment plants, as well as compared economic aspects necessary for the operation of these treatment plants.
Źródło:
World Scientific News; 2018, 104; 359-374
2392-2192
Pojawia się w:
World Scientific News
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Dynamics of Changes in Microbiological Composition of Stored Sediments
Autorzy:
Sałata, A.
Stoińska, R.
Dąbek, L.
Powiązania:
https://bibliotekanauki.pl/articles/125293.pdf
Data publikacji:
2018
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
sediments
stormwater treatment plant
microbiological analysis
Opis:
The composition of the sediments formed in the process of stormwater pretreatment is diversified and depends on many parameters, mainly on the quality of stormwater and the land use of the catchment. The stormwater sediments are characterized by heterogeneous chemical and microbiological composition. The aim of this paper was the microbiological evaluation of the sediments from four stormwater catchments in terms of hazard to humans and the environment. The pH, and the content of organic and mineral matter were determined for the examined sediments. The microbiological analysis included the determination of the total number of psychrophilic, mesophilic, and coliform bacteria, including E. coli, and also the number of faecal Enterococci, Salmonella and Shigella. The study was conducted for fresh deposits and those stored for one year in order to determine the dynamics of changes in their biological activity.
Źródło:
Journal of Ecological Engineering; 2018, 19, 6; 241-246
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evaluation of wastewater treatment efficiency in Wolbrom
Autorzy:
Gawron, M.
Łukasiewicz, M.
Malinowski, M.
Salamon, J.
Powiązania:
https://bibliotekanauki.pl/articles/101059.pdf
Data publikacji:
2016
Wydawca:
Polska Akademia Nauk. Stowarzyszenie Infrastruktura i Ekologia Terenów Wiejskich PAN
Tematy:
wastewater treatment plant
efficiency
wastewater treatment
Opis:
The study was conducted to assess the effectiveness of wastewater treatment at the municipal wastewater treatment plant in Wolbrom, to which predominantly domestic wastewater and industrial sewage flow. The assessment was made based on the analysis of the physical and chemical research results of raw and treated wastewater. The research was carried out in the period from January 2014 to December 2014. To perform the analysis of the treatment plant efficiency, four indicators of wastewater pollutants such as BOD5 , COD, total nitrogen and total phosphorus were selected for further investigation. For each of the indicators degrees of reduction and coefficients of treatment plant operational reliability were calculated. The calculated degrees of reduction for each of the indicators were high and amounted to 99.0% for BOD5 , 95.2% for COD, 91.0% for total nitrogen and 91.6%. for total phosphorus. These results prove the effective reduction in the amount of pollutants. The determined coefficients of treatment plant operational reliability were at a low level: BOD5 - 0.27, COD - 0.44, total nitrogen - 0.33 and total phosphorus - 0.53. The conducted analyses prove the effective operation of the treatment plant, which was confirmed by high efficiency of pollutants removal.
Źródło:
Infrastruktura i Ekologia Terenów Wiejskich; 2016, IV/4; 1889-1897
1732-5587
Pojawia się w:
Infrastruktura i Ekologia Terenów Wiejskich
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Waste management problems on an example of small sewage treatment plants
Problemy gospodarki osadowej na przykładzie małych oczyszczalni ścieków
Autorzy:
Wira, J.
Wira, D.
Powiązania:
https://bibliotekanauki.pl/articles/85061.pdf
Data publikacji:
2003
Wydawca:
Akademia Pomorska w Słupsku
Tematy:
waste management
small sewage treatment plant
treatment plant
sewage treatment
sludge structure
sludge source
environment contamination
environment pollution
Źródło:
Baltic Coastal Zone. Journal of Ecology and Protection of the Coastline; 2003, 06
1643-0115
Pojawia się w:
Baltic Coastal Zone. Journal of Ecology and Protection of the Coastline
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Ocena poprawności funkcjonowania miejskiej oczyszczalni ścieków w Ostrowcu Świętokrzyskim
Validation of the operations of municipal wastewater treatment plant in Ostrowiec Świętokrzyski
Autorzy:
Długosz, J.
Gawdzik, J.
Powiązania:
https://bibliotekanauki.pl/articles/357304.pdf
Data publikacji:
2011
Wydawca:
Politechnika Śląska
Tematy:
oczyszczalnia ścieków
Ostrowiec Świętokrzyski
wastewater treatment plant
Opis:
W pracy przedstawiono ocenę funkcjonowania jednej z największych oczyszczalni ścieków w województwie świętokrzyskim - oczyszczalni ścieków komunalnych w Ostrowcu Św. Przedstawiono charakterystykę procesów jednostkowych oraz dokonano oceny efektywności systemu oczyszczania ścieków na oczyszczalni. Autorzy określili stopień wykorzystania przepustowości oczyszczalni w odniesieniu do: ChZT, BZT5, zawiesiny ogólnej, azotu ogólnego oraz fosforu ogólnego. W odniesieniu do wszystkich ładunków zanieczyszczeń omawiana oczyszczalnia ścieków pracuje jako niedociążona - w największym stopniu w przypadku ładunku BZT5 (ωBZT5=58,9%). Obiekt uzyskuje bardzo dobre wyniki w oczyszczaniu ścieków, które zgodne są z dopuszczalnymi wartościami zawartymi w Rozporządzeniu Ministra Środowiska z dnia 24 lipca 2006 oraz z pozwoleniem wodno-prawnym. Zawartości wskaźników zanieczyszczeń w oczyszczonych ściekach są zwykle trzy razy niższe od dopuszczalnych. Podobnie, analizując wartości średniodobowego niskiego przepływu rzeki oraz średniej dobowej ilości ścieków odprowadzanej do odbiornika można stwierdzić, iż rzeka Kamienna jest odpowiednim odbiornikiem dla oczyszczonych ścieków.
The paper presents an evaluation of functioning of one of the largest sewage treatment plant in Świętokrzyskie Province - wastewater treatment plant near Ostrowiec Św. The characteristics of unit processes and assessment of the effectiveness of the sewage treatment systems was done in this work. Authors determined the degree of utilization of plant capacity in relation to: COD, BOD, suspended solid, total nitrogen and total phosphorus. For all loads of pollutants in question of works as a sewage treatment plants is unload - in the case of BOD in particular (ωCOD=58,9%). Very good results of wastewater treatment, which complies with the limit values laid down in the Regulation of the Minister of Environment of 24 July 2006 and in the water-legal permission was achieved. Content indicators of pollution in treated wastewater are typically three times lower than the limit. Similarly, by analyzing the average daily low flow of the Kamienna River and the average daily volume of wastewater discharged into the receiver can be concluded, that Kamienna river is a suitable receiver for the treated wastewater.
Źródło:
Archiwum Gospodarki Odpadami i Ochrony Środowiska; 2011, 13, 4; 1-11
1733-4381
Pojawia się w:
Archiwum Gospodarki Odpadami i Ochrony Środowiska
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Future Performance Study of Al-Muamirah Wastewater Treatment Plant Applying a Statistical Analysis
Autorzy:
Nasir, Mohsin J.
Noori, Nazik A.
Kariem, Nagam O.
Powiązania:
https://bibliotekanauki.pl/articles/2027893.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
future performance
statistical analysis
wastewater treatment plant
Opis:
Wastewater management is considered to be a great challenge, particularly in towns and cities with rapidly growing population. The study aimed to assess the Al-Muamirah WW treatment plant (WWTP), located in the Babylon governorate of Iraq, in terms of its hydraulic loading as a quality performance indicator. The findings showed that there will be a significant deficit in the capacity of the plant of 20%, 32% and 37% in the year of 2024, and will cumulatively arise in 2030 to become 26%, 41.5% and 47.7% for suggested growth rates of 1.27%, 2.5% and 3.95%, respectively. The outcomes of expected amounts of daily discarded wastewater in terms of estimated population were analyzed using the ANOVA test and it was found that the population growth ratio has a significant impact on the generated inflow, as f (2,30) = 3.713, and p= 0.019 < 0.05.
Źródło:
Journal of Ecological Engineering; 2021, 22, 10; 264-268
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Reliability of a Collective Wastewater Treatment Plant
Autorzy:
Bugajski, P.
Chmielowski, K.
Kaczor, G.
Powiązania:
https://bibliotekanauki.pl/articles/125059.pdf
Data publikacji:
2016
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
wastewater treatment plant
technological reliability
Weibull theory
Opis:
The paper discusses technological reliability of a collective wastewater treatment plant (WTP). The WTP capacity expressed as population equivalents (PE) was 22,500. The research was conducted in 2013 and 2014 and it involved the collection and physical and chemical analysis of 101 samples of raw and treated sewage. Reliability analysis was based on Weibull reliability theory. Reliability of retaining organic compounds defined as BOD5 was 68%, and for biogenic compounds, such as total nitrogen and total phosphorus, it was 92% and 88%, respectively.
Źródło:
Journal of Ecological Engineering; 2016, 17, 4; 143-147
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Perspective Technologies of the Treatment of the Wastewaters with High Content of Organic Pollutants and Ammoniacal Nitrogen
Autorzy:
Malovanyy, Myroslav
Moroz, Oleksandr
Hnatush, Svitlana
Maslovska, Olga
Zhuk, Volodymyr
Petrushka, Ihor
Nykyforov, Volodymyr
Sereda, Andriy
Powiązania:
https://bibliotekanauki.pl/articles/124528.pdf
Data publikacji:
2019
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
leachate treatment
aerated lagoon
microbiocenosis
biofuels
wastewater treatment plant
Opis:
The paper analyzes the advanced technologies of wastewater treatment with a high content of organic pollutants and ammonium ions. Two different bi-stage scenarios for the treatment of such effluents are proposed. The first scenario includes the pretreatment in aerated lagoons and the final stage at the wastewater treatment plants after appropriate dilution with municipal sewages. The second scenario also includes the first stage in aerated lagoons with a tertiary treatment at the plant for cyanobacteria cultivation with the use of obtained biomass for biofuels production. The effects of the aeration periodicity on the leachate treatment efficiency and also on the composition of microbiocenosis in the aerated lagoons were investigated. The leachates of the Lviv landfill of municipal solid waste (MSW) were used in experimental investigations. The Lviv landfill of MSW was used for domestic and industrial wastes deposition for almost six decades, since the 1960s. It was found that the highest effect of ammoniacal nitrogen removal was obtained in the mode of periodic aeration, with the cycle duration of two hours including the one-hour aeration. It was found that the microorganisms extracted from the leachates of the Lviv MSW landfill are prospective for the new biotechnologies of treatment of the highly concentrated wastewaters, since this microbiocenosis is resistant to the widespread pollutants, in particular to heavy metal ions.
Źródło:
Journal of Ecological Engineering; 2019, 20, 2; 8-15
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Hydrobotaniczne oczyszczalnie ścieków
Autorzy:
Gołąb, M.
Nocoń, W.
Michalski, R.
Powiązania:
https://bibliotekanauki.pl/articles/273982.pdf
Data publikacji:
2012
Wydawca:
Roble
Tematy:
oczyszczanie ścieków
oczyszczalnia ścieków
hydrobotaniczna oczyszczalnia ścieków
system Lemna
wastewater treatment
wastewater treatment plant
hydrobotanic wastewater treatment plant
Lemna-type
Źródło:
LAB Laboratoria, Aparatura, Badania; 2012, 17, 4; 6-10
1427-5619
Pojawia się w:
LAB Laboratoria, Aparatura, Badania
Dostawca treści:
Biblioteka Nauki
Artykuł

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