Temat: WWTP - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Applying the Wastewater Quality Index for Assessing the Effluent Quality of Recently Upgraded Meet Abo El-koum Wastewater Treatment Plant
Autorzy:: Ayoub, Mohamed
El-Morsy, Ahmed
Powiązania:: https://bibliotekanauki.pl/articles/1838434.pdf
Data publikacji:: 2021
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: assessment
evaluation
multiple linear regression
quality
wastewater
WWTP
wastewater treatment plant
Opis:: The wastewater quality index (WWQI) can be defined as a single value, which reflects the overall wastewater quality related to its input constituent parameters. The major objective of the present study was to investigate the suitability of the effluent quality from Meet Abo El-koum wastewater treatment plant in Egypt for safe disposal based on the wastewater quality index approach. Moreover, statistical analysis was applied to develop a simple model using multiple linear regression (MLR) for accurate prediction of WWQI depending on different wastewater quality parameters. The results indicate good quality of the treated wastewater for safe disposal in general. Moreover, it is apparent that about 17% of the WWQI values reached excellent quality referring to the classification of the WWQI levels. For greater simplicity, a relationship between BOD5 and COD was deduced using linear regression, so that the results of the BOD5 analyses that appear after five days can be skipped. This approximation can be used to calculate WWQI on a specific day given the results of the treated wastewater analyses on that day.
Źródło:: Journal of Ecological Engineering; 2021, 22, 2; 128-133
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 2.

Tytuł:: Charakterystyka wybranych gminnych oczyszczalni ścieków
Characteristic of selected commune wastewater treatment plants
Autorzy:: Ścisłowska, M.
Wolny, L.
Powiązania:: https://bibliotekanauki.pl/articles/297728.pdf
Data publikacji:: 2010
Wydawca:: Politechnika Częstochowska. Wydawnictwo Politechniki Częstochowskiej
Tematy:: ścieki
oczyszczanie ścieków
przepustowość
efekt oczyszczania
sewage
wastewater treatment plant
WWTP
throughput
efficiency
Opis:: Oczyszczalnie ścieków na terenach wiejskich, ze względu na zmienność dopływu i skład ścieków oraz brak laboratoriów umożliwiających ciągłą kontrolę i ewentualne korekty parametrów procesu oczyszczania, powinny być proste i niezawodne. W artykule zostały przedstawione nowoczesne technologie lokalnego oczyszczania ścieków (oczyszczalnie typu ECOLO-CHIEF i BIO-PAK). Oczyszczalnie te, pracujące w oparciu o mechaniczno- biologiczny proces oczyszczania, obsługują podobną liczbę mieszkańców. Oczyszczaniu poddawane są ścieki doprowadzane zarówno siecią kanalizacyjną, jak również dowożone wozami asenizacyjnymi. Przedstawiono analizę porównawczą wybranych wskaźników zanieczyszczeń w ściekach surowych i oczyszczonych dla omawianych oczyszczalni, wykonanych w dwóch próbach. Wszystkie zostały wybudowane po 2000 roku. Przepustowość hydrauliczna badanych oczyszczalni nie przekracza 2000 m³/d, a dobowy dopływ ścieków wynosi ok. 100 m³. Stopień usunięcia zawiesiny ogólnej mieści się w granicach 93 ÷ 99%, natomiast spadek wartości BZT5 i ChZT w zakresie 90 ÷ 98%. W zależności od oczyszczalni i samej metody oczyszczania stopień usunięcia zanieczyszczeń jest różny w każdej z oczyszczalni, jednakże każda z nich spełnia kryteria dotyczące wartości dopuszczalnych stężeń zanieczyszczeń dla ścieków oczyszczonych, odprowadzanych do odbiornika.
In this paper the modern, local wastewater treatment technologies, such as ECOLO-CHIEF, BIO-PAK were presented. These mechanical-biological wastewater treatment plants run mainly in the agricultural areas and serve similar numbers of inhabitants. The wastewater treatment plants for the agricultural areas should be as simple and reliable as possible, because of the fluctuation of sludge feed and wastewater composition, as well as lack of laboratories to control and correct the parameters of the treatment processes. In the paper the comparative analysis of pollution indicators in the raw and treated sewage was presented. All analyzed WWTP were started after 2000 year. The hydraulic throughput of the tested wastewater treatment plants did not exceed 2000 m³ and the daily sewage input is about 100 m³. The effect of the total suspension reduction in the described plants is about 98 ÷ 99% and the BOD5 and COD decrease of about 97 ÷ 98%. Therefore all tested wastewater treatment plants have met the requirements and the new discharge limits for the treated and disposed wastewater.
Źródło:: Inżynieria i Ochrona Środowiska; 2010, 13, 2; 133-146
1505-3695
2391-7253
Pojawia się w:: Inżynieria i Ochrona Środowiska
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 3.

Tytuł:: Analysis of the Hydraulic Load of a Local WWTP in the South-Eastern Poland Including Hydraulic Capacity of the Sewage Receiver
Autorzy:: Młyńska, Anna
Młyński, Dariusz
Chmielowski, Krzysztof
Powiązania:: https://bibliotekanauki.pl/articles/2202274.pdf
Data publikacji:: 2022
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: hydraulic load
sewage
sewage receiver
sewage outflow
mean low flow
SNQ
wastewater treatment plant
WWTP
Opis:: The paper constitutes the analysis of hydraulic load of a local wastewater treatment plant in the south-eastern Poland along with the analysis of sewage receiver hydraulic capacity and related receiving waters protection. Assuming that the daily outflow of treated sewage should not exceed 10% of the mean-low flow (SNQ) of the receiver, no case of daily sewage outflow greater than 10%·SNQ = 51 840 m3·d-1 was recorded. Moreover, average daily hydraulic load of the treatment plant was lower than the limit value by over 70% and the maximum recorded value – by over 40%. Furthermore, the conducted analysis shows that the particular months differed from each other in the values of the daily hydraulic load of the wastewater treatment plant at the outflow; May was the month with the highest average daily sewage outflow, while September was characterized by the lowest average daily outflow of treated sewage. There was also no clear dependence between the hydraulic load of the WWTP and the day of the week. Daily sewage outflows ranging from 10 000 m3·d-1 to 12 000 m3·d-1 constituted the largest part of all observations. The daily sewage outflows directed to the receiver prove that there is no threat to the preservation of the water environment quality.
Źródło:: Journal of Ecological Engineering; 2022, 23, 11; 261--272
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 4.

Tytuł:: Benefits and Risks of Liquid Sewage Sludge Recycling in Agricultural Spreading – A Case Study of WWTP of Skhirat, Morocco
Autorzy:: Achkir, Abdelmajid
Aouragh, Abdelhakim
El Mahi, Mohammed
Lotfi, El Mostapha
Kabriti, Mohamed
Abid, Abdesalam
El Moussaoui, Tawfik
Yagoubi, Maâmar
Powiązania:: https://bibliotekanauki.pl/articles/2202347.pdf
Data publikacji:: 2023
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: sewage sludge
WWTP
wastewater treatment plant
Skhirat
Morocco
liquid sludge
physicochemical parameter
bacteriological parameter
heavy metals
agricultural
Opis:: The sewage sludge recycling as an agricultural land resource has received a great deal of attention worldwide. This practice has highly increased because of ever-increasing municipal wastewater production and the awareness of its fertilizing potential as amendment resources. However, there is a concern about land spreading linked mainly to health associated risks due to the presence of diverse pollutants. Thus, sewage spreading management is a key factor the guarantees benefits and avoids risks. The present work aimed to investigate the benefits and risks of sewage sludge (SS) application on agricultural land. To this end, physicochemical main parameters and bacteriological indicators, fecal coliform (FC) and fecal streptococcus (FS), of the sewage sludge generated form WWTP of Skhirat, Morocco, were performed during the period 2018–2019. The obtained results of physicochemical parameters reveal high concentration of organic matter in SS, which reach 96.3 mg/l, and in nutrients. Indeed, total Kjeldahl nitrogen TKN reaches a maximum of 3791 mg/l, potassium K+ reaches 58.71 mg/l. In addition, the average content of FC and FS are around 5.40 CFU/ml and 5.85 CFU/ml, respectively, whereas total phosphorus reaches 508.25 mg/l. In addition, concentrations of micronutrients such as Cl-, SO42-, Ca2+, Mg2+, and Na+ were high, which is interesting and could benefit for both soils and plant. Furthermore, this sewage sludge contains high concentration of heavy metals, mainly zinc and copper which could limit reuse in land spreading. The obtained results were compared to the applied standards and directives established within the framework of the agricultural spreading.
Źródło:: Journal of Ecological Engineering; 2023, 24, 1; 277--288
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 5.

Tytuł:: Estimation of Per Capita Loading and Treated Wastewater Quality Index in Sharkia Governorate, Egypt
Autorzy:: Aboulfotoh, Ahmed
Heikal, Ghada
Powiązania:: https://bibliotekanauki.pl/articles/2086401.pdf
Data publikacji:: 2022
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: domestic wastewater
evaluation
per capita loading
water quality
WWQI
wastewater quality index
WWTP
wastewater treatment plant
Opis:: Monthly reports from June 2017 to May 2018 of Twenty-one wastewater treatment plants in Sharkia were evaluated for the following parameters: temperature, pH, total dissolved solids (TDS), total suspended solids (TSS), chemical oxygen demand (COD), biochemical oxygen demand (BOD), nitrate (NO3), oil and grease (O&G) and Dissolved Oxygen (DO) values. The first aim of this study was to estimate the main wastewater per capita pollution generation per day (PCPL) and found that the 90th percentile PCPL for TSS, COD, BOD, NO3 and O&G were equal to 57.42, 91.59, 59.13, 1.64 and 12.39 (g/capita/day) respectively. The second aim was to assess the performance of the WWTPs in the governorate, by calculating of the wastewater quality index (WWQI) of each plant and for the entire governorate which shows that; 2 WWTPs gives a good performance, 9 WWTPs gives a fair performance, 9 WWTPs gives a marginal performance and 1 WWTP is in bad conditions, the average performance all over the governorate is considered marginal. A simple empirical formula had been established to be used for calculation of the WWQI based on the tested parameters using the multiple linear regression and found to be very effective in predicting the WWQI for the WWTPs.
Źródło:: Journal of Ecological Engineering; 2022, 23, 5; 73--80
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 6.

Tytuł:: Antibiotics in WWTP discharge into the Chaobai River, Beijing
Autorzy:: Zhang, C.
Wang, L.
Gao, X.
He, X.
Powiązania:: https://bibliotekanauki.pl/articles/204951.pdf
Data publikacji:: 2016
Wydawca:: Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:: antibiotics
PPCPs
pharmaceuticals and personal care products
WWTP
wastewater treatment plant
BAF
biological aerated filter
advanced treatment
Opis:: 22 representative antibiotics, including 8 quinolones (QNs), 9 sulfonamides (SAs), and 5 macrolides (MCs) were selected to investigate their occurrence and removal efficiencies in a Wastewater Treatment Plant (WWTP) and their distribution in the receiving water of the Chaobai River in Beijing, China. Water quality monitoring was performed in an integrated way at different selected points in the WWTP to explore the potential mechanism of antibiotics removal during wastewater treatment. Water quality of the Chaobai River wa s also analyzed to examine environmental distribution in a river ecosystem. The results showed that within all the 22 compounds examined, 10 antibiotics were quantifi ed in wastewater influent, 10 in effluent, and 7 in river. Sulfadiazine (SDZ, 396 ng/L) and Sulfamethazine (SMZ, 382 ng/L) were the dominating antibiotics in the influent. Both the conventional treatment and advanced Biological Aerated Filter (BAF) system was important for the removal of antibiotics from the wastewater. And the concentrations of selected antibiotics were ranged from 0–41.8 ng/L in the effluent-receiving river. Despite the fact that the concentrations were reduced more than 50% compared to effluent concentrations, WWTP discharge was still regarded as a dominant point-source input of antibiotics into the Chaobai River.
Źródło:: Archives of Environmental Protection; 2016, 42, 4; 48-57
2083-4772
2083-4810
Pojawia się w:: Archives of Environmental Protection
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 7.

Tytuł:: Policy Development of River Water Quality Governance Toward Land Use Dynamics Through a Risk Management Approach
Autorzy:: Namara, Idi
Hartono, Djoko M.
Latief, Yusuf
Moersidik, Setyo Sarwanto
Powiązania:: https://bibliotekanauki.pl/articles/2027788.pdf
Data publikacji:: 2022
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: river water pollution
land use
physical project approach
WWTP
wastewater treatment plant
drainage
legal aspect
institutional aspect
risk management
system dynamic
Opis:: The Cisadane River, Tangerang City, is one of the most important rivers in Indonesia. This river provides raw water for Municipal Waterworks (PDAM) of the Tangerang City and Soekarno-Hatta International Airport, but the water quality tends to deteriorate due to pollution. The government has made various efforts to manage the river water quality, but no significant resolution was issued yet. The problem is becoming more complicated due to land-use changes that affect the pollutant load. Therefore, more precise, integrated, and comprehensive management is needed. This study used an approach with various methodologies according to the stages of the research, including; qualitative and quantitative analysis, GIS, statistics, risk management, and System Dynamic. The outcome of this research was the development of the policies in river water quality management, specifically land use manage-ment, separation of drainage channels from domestic sewage channels, enhancement of Wastewater Treatment Plant (WWTP) services coverage, as well as reinforcement of institutional and regulatory aspects, especially in funding commitments.
Źródło:: Journal of Ecological Engineering; 2022, 23, 2; 25-33
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 8.

Tytuł:: Detection of antibiotic resistance genes in wastewater treatment plant : molecular and classical approach
Wykrywanie genów oporności na antybiotyki w oczyszczalni ścieków : podejście klasyczne i biologii molekularnej
Autorzy:: Ziembińska-Buczyńska, A.
Felis, E.
Folkert, J.
Meresta, A.
Stawicka, D.
Gnida, A.
Surmacz-Górska, J.
Powiązania:: https://bibliotekanauki.pl/articles/204828.pdf
Data publikacji:: 2015
Wydawca:: Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:: DGGE
denaturing gradient gel electrophoresi
PCR
polymerase chain reaction
sulfamethoxazole
trimethoprim resistance
erythromycin resistance
WWTP
wastewater treatment plant
antybiotyki
reakcja łańcuchowa polimerazy
sulfametoksazol
geny oporności
odporność na trimetoprim
odporność na erytromycynę
oczyszczalnia ścieków
Opis:: Antibiotics are a group of substances potentially harmful to the environment. They can play a role in bacterial resistance transfer among pathogenic and non-pathogenic bacteria. In this experiment three representatives of medically important chemotherapeutics, confirmed to be present in high concentrations in wastewater treatment plants with HPLC analysis were used: erythromycin, sulfamethoxazole and trimethoprim. Erythromycin concentration in activated sludge was not higher than 20 ng L⁻¹. N-acetylo-sulfamethoxazole concentration was 3349 ± 719 in winter and 2933 ± 429 ng L⁻¹ in summer. Trimethoprim was present in wastewater at concentrations 400 ± 22 and 364 ± 60 ng L⁻¹, respectively in winter and summer. Due to a wide variety of PCR-detectable resistance mechanisms towards these substances, the most common found in literature was chosen. For erythromycin: erm and mef genes, for sulfamethoxazole: sul1, sul2, sul3 genes, in the case of trimethoprim resistance dhfrA1 and dhfr14 were used in this study. The presence of resistance genes were analyzed in pure strains isolated from activated sludge and in the activated sludge sample itself. The research revealed that the value of minimal inhibitory concentration (MIC) did not correspond with the expected presence of more than one resistance mechanisms. Most of the isolates possessed only one of the genes responsible for a particular chemotherapeutic resistance. It was confirmed that it is possible to monitor the presence of resistance genes directly in activated sludge using PCR. Due to the limited isolates number used in the experiment these results should be regarded as preliminary.
Antybiotyki to grupa związków potencjalnie szkodliwych dla środowiska. Odgrywają one rolę w procesach transferu antybiotykooporności pomiędzy patogenami i bakteriami niechorobotwórczymi. Wykorzystując metodę wysokosprawnej chromatografii cieczowej (HPLC) wykazano obecność erytromycyny, sulfametoksazolu i trimetoprimu w miejskiej oczyszczalni ścieków w następujących stężeniach: dla erytromycyny < 20 ng L⁻¹, N-acetylo-sulfametoksazolu 3349 ± 719 i 2933 ± 429 ng L−1, a trimetoprimu 400 ± 22 i 364 ± 60 ng L⁻¹, odpowiednio: zimą i latem. Ponieważ antybiotykooporność bakteryjna może być stymulowana obecnością antybiotyków w środowisku, istnieje możliwość pojawienia się wielu szlaków opornościowych u bakterii narażonych na działanie tych związków. Dlatego też podjęto próbę detekcji wybranych genów oporności na badane chemioterapeutyki metodą łańcuchowej reakcji polimerazy (PCR). Obecność elementów genetycznych badano zarówno w szczepach bakteryjnych, u których udowodniono oporność na badany związek bakteriobójczy, jak i w próbce osadu czynnego, z którego te bakterie izolowano. Do badań wybrano najczęściej występujące geny oporności: dla erytromycyny erm i mef, dla sulfametoksazolu: sul1, sul2, sul3, a dla trimetoprimu dhfrA1 i dhfr14. Wykazano, że wartość minimalnego stężenia inhibitującego (MIC), nie koresponduje z obecnością większej liczby mechanizmów oporności. Większość szczepów opornych wykazywała tylko jeden z badanych mechanizmów oporności na antybiotyk niezależnie od wartości MIC. Potwierdzono również możliwość monitorowania obecności genów oporności na antybiotyki metodą PCR bezpośrednio w osadzie czynnym. Ze względu na ograniczona liczbę izolatów użytych w tym eksperymencie wyniki uzyskane w pracy powinny być traktowane jako wstęp do dalszych badań.
Źródło:: Archives of Environmental Protection; 2015, 41, 4; 23-32
2083-4772
2083-4810
Pojawia się w:: Archives of Environmental Protection
Dostawca treści:: Biblioteka Nauki

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