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Tytuł:
Removal of Escherichia coli from Domestic Wastewater Using Electrocoagulation
Autorzy:
Aguilar-Ascon, Edwar
Powiązania:
https://bibliotekanauki.pl/articles/124695.pdf
Data publikacji:
2019
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
domestic wastewater
electrocoagulation
escherichia coli
electrochemical disinfection
Opis:
The objective of this study was to evaluate the efficiency of electrocoagulation in the removal of Escherichia coli from domestic and urban wastewaters and to determine the effects of the main operational parameters on the process. An electrocoagulation reactor with aluminum and iron electrodes was built for this purpose. A factorial design was applied, where amperage, treatment time, and pH were considered as the factors and E. coli percent removal was the response variable. After 20 min of treatment, >97% removal efficiency was achieved. The highest E. coli removal efficiency achieved was 99.9% at a neutral pH of 7, amperage of 3 A, and treatment time of 60 min. However, the removal efficiency of close to 99% was also achieved at natural wastewater pH of 8.5. The statistical analyses showed that the three tested factors significantly affected the E. coli removal percentage (p < 0.05). These results indicate that electrocoagulation has a high disinfection power in a primary reactor in removing water contaminants as well as simultaneously removing pathogenic microorganisms when compared to biological treatment processes. This represents an additional benefit, because it will considerably reduce the use of chlorine during the final disinfection stage.
Źródło:
Journal of Ecological Engineering; 2019, 20, 5; 42-51
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Development of the Scheme of the Installation for Mechanical Wastewater Treatment
Autorzy:
Sevostianov, Ivan V.
Ivanchuk, Yaroslav V.
Polishchuk, Oleksandr V.
Lutsyk, Vladyslav L.
Dobrovolska, Kateryna V.
Smailova, Saule
Wójcik, Waldemar
Kalizhanova, Aliya
Powiązania:
https://bibliotekanauki.pl/articles/1839562.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
industrial wastewater
domestic wastewater
continuous mechanical treatment
installation
efficiency
Opis:
The paper presents the schemes of various equipment for the mechanical treatment of the industrial and domestic wastewater, which allows removing it from the main part of the pollution. An examination of the shortcomings of the known equipment with the aim of its improvement was conducted. As a result, an installation scheme for continuous high-performance mechanical wastewater treatment was proposed. In contrast to the known equipment, the proposed installation provides a three-staged treatment of wastewater with the help of the two pairs of gratings – for preliminary treatment (removal of large-size pollutions) and by filtration through the two metallic sieves – for normal and fine treatment (removal of small-size mechanical pollutions). The installation consists of highly-efficient appliances for the cleaning of filtering elements in the course of realization of the working process, which provides stable high productivity of treatment. The installation has simple reliable design and low energy expenses. The paper contains the formulas for determining of main operational parameters of the installation: the change of the cross-sectional area of the filtering elements and productivity of the working process, periodicity of cleaning of gratings and sieves, the necessary electric power of installations drives. These formulas can be a basis for further research of installation and for elaboration of a method of its design calculation.
Źródło:
Journal of Ecological Engineering; 2021, 22, 1; 20-28
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Study on the Influence of Selected Technological Parameters of a Rotating Biological Contactor on the Degree of Liquid Aeration
Autorzy:
Szulżyk-Cieplak, J.
Tarnogórska, A.
Lenik, Z.
Powiązania:
https://bibliotekanauki.pl/articles/123213.pdf
Data publikacji:
2018
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
biological rotating contactor
domestic wastewater
aeration
oxygen transfer coefficient
Opis:
The subject of the research involves a rotating biological contractor with a bi-directional longitudinal flow as an element of a synchronized system of disposal and biological treatment of domestic wastewater in small-bore sewerage. The rotor design is based on a system of corrugated protective pipes, arranged in coils wound around its rotation axis. The pipes are wound in a way that enables a bi-directional flow of liquids. During the rotor rotation in wastewater, the contactor is simultaneously emptied and filled with wastewater. The role of corrugated protective pipes is twofold; on the one hand, they constitute a surface for the biofilm development and on the other, they enable the flow of liquids, thus ensuring its aeration. The contactor design aims to achieve intensive aeration of transported wastewater, which will allow for greater development of microorganism populations participating in hybrid wastewater treatment, i.e. the methods involving activated sludge and trickling filter. An analysis on the influence of rotor operation kinematics on the efficiency of liquid aeration was conducted. The aeration capacity for variable rotational speed (0.7 rpm, 1.5 rpm, 2.0 rpm, 3.0 rpm) and direction of the contactor rotating element were calculated. In the considered case, oxygen transfer coefficient KLa was within the range of 0.011÷0.023 1/min. The obtained results indicate a clear connection between the system kinematics and the degree of liquid aeration in the contactor.
Źródło:
Journal of Ecological Engineering; 2018, 19, 6; 247-253
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effectiveness of Dairy and Domestic Wastewater Treatment and Technological Reliability of the Wastewater Treatment Plant in Michów, Poland
Autorzy:
Zawadzka, Beata
Siwiec, Tadeusz
Marzec, Michał
Powiązania:
https://bibliotekanauki.pl/articles/2027778.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
domestic wastewater
dairy wastewater
wastewater treatment effectiveness
technological reliability
Opis:
The study aimed to assess the operation of the mechanical and biological wastewater treatment plant in Michów (Poland) in terms of the effectiveness of removing contaminants from mixed wastewater (dairy and domestic) and technological reliability. The wastewater treatment plant is owned by the Dairy Cooperative “Michowianka”. It is intended to treat mixed sewage, consisting of technological and sanitary sewage as well as part of rainwater from the plant, domestic wastewater supplied by a sewerage system from Michów, and wastewater delivered from septic tanks. In 2017 and in the first quarter of 2018, the permeate from the whey thickening process was also sent to the treatment plant. The period 2017-2021 was covered by the analysis. The analysis included the indicators from the fundamental group (TSS, BOD5, COD), biogenic indices (total phosphorus, total nitrogen, and ammonium nitrogen). The applied technology ensured the removal of total suspended solids, BOD5, and COD at the level of over 96%. Total phosphorus was removed with an average efficiency of 91%. Slightly lower effects were found in the elimination of total nitrogen – 78.5% on average, while the ammonium nitrogen removal rate was 88% on average. Due to the high efficiency of the facility, the values of the standard contamination indicators at the outflow, as a rule, met the requirements specified in the water permit. The technological reliability of the wastewater treatment plant in Michów, determined by the Weibull method, was at a high level, usually exceeding 90%. The reliability analysis shows that the facility in Michów has a high capacity to treat wastewater to the extent required for the wastewater receiver, and that the treated wastewater discharge does not cause negative changes in the environment. It indicates a high probability of obtaining the wastewater quality at the outflow from the treatment plant meeting the water permit requirements.
Źródło:
Journal of Ecological Engineering; 2021, 22, 10; 141-151
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Microplastics abundance in domestic wastewater as a pollutant source for the Daroy River, Indonesia
Autorzy:
Fauzi, Mhd.
Soewondo, Prayatni
Darnas, Yeggi
Handajani, Marisa
Tedjakusuma, Teddy
Nizar, Muhammad
Muna, Cut R.
Nur, Ansiha
Powiązania:
https://bibliotekanauki.pl/articles/28411652.pdf
Data publikacji:
2023
Wydawca:
Instytut Technologiczno-Przyrodniczy
Tematy:
abundance
Daroy river
domestic wastewater
Gampong Garot
Indonesia
microplastics
Opis:
Domestic wastewater in Gampong Garot, Aceh Besar Regency, Aceh Province, Indonesia is directly discharged to the Daroy River without any treatment process. Domestic wastewater from Gampong Garot has been one of the contributors to microplastics contamination in the Daroy River. The microplastics (MPs) contained in domestic wastewater might come from used soaps and detergent products, as well as the scouring of clothes during washing. Thus, this study aims to investigate the abundance of MPs in domestic wastewater in Gampong Garot. The sampling points were determined based on purposive sampling, with samples taken at the end of the main pipe that directly leads to the Daroy River. Organics in domestic wastewater were removed using 30% H2O2 liquid through a digestion process at a temperature of 75°C. MPs characteristics such as size, shape, and colour were visually analysed using a light binocular microscope at 100× magnification, while the polymer type was analysed using Fourier transform infrared (FTIR) analysis. The concentration of MPs in domestic wastewater in Gampong Garot was 30.238 ±1.228 particles∙(100 cm)-3 sample. The most common sizes of MPs were found to be in the range of 1,001-5,000 μm, while the dominant colour and shape were transparent and fibre-like. Polyester (PES) was the most detected type of MPs. These findings highlight the need for wastewater treatment before discharge into aquatic bodies.
Źródło:
Journal of Water and Land Development; 2023, 59; 118--125
1429-7426
2083-4535
Pojawia się w:
Journal of Water and Land Development
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Optimization of Slow Sand Filtration for the Raw Municipal Wastewater Treatment by Using the Blood Cockle (Anadara granosa) Shell as an Alternative Filter Media through the Response Surface Methodology
Autorzy:
Fitriani, Nurina
Ni'matuzahroh
O'Marga, Timothy Tjahja Nugraha
Radin Mohamed, Radin Maya Saphira
Wahyudianto, Febri Eko
Imron, Muhammad Fauzul
Isnadina, Dwi Ratri Mitha
Soedjono, Eddy Setiadi
Powiązania:
https://bibliotekanauki.pl/articles/2105267.pdf
Data publikacji:
2022
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
domestic wastewater
response surface methodology
slow sand filter
total coliform
Opis:
This research aimed to investigate the optimum conditions of slow sand filter (SSF) media modification by using ground Anadara granosa shell waste and the effect of the ripening period on the total coliform (TC) removal efficiency. The response surface methodology with the central composite design was conducted with three factors, namely, seeding time (2–3 weeks), running time (0–20 days), type of SSF media (i.e., river sand, A. granosa shell, and their combination), as independent variables. The results showed that the ripening period factor interacted insignificantly by improving the TC removal efficiency due to short ripening time (p > 0.05). The optimum conditions of the SSF to achieve maximum TC removal efficiency (99.70 ± 21.50%) were as follows: combination media of river sand and ground A. granosa shell waste, 2.8 weeks (20 days) of ripening period, and 20 days of operation. In conclusion, the optimum operating parameters of the slow sand filter revealed that the combination of river sand and A. granosa shell as well as prolonged ripening and running times could increase the removal efficiency of TC. Hence, the A. granosa shell has good application potential as filter media to remove TC from the municipal wastewater.
Źródło:
Journal of Ecological Engineering; 2022, 23, 6; 100--111
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The Efficiency of Pollution Removal From Domestic Wastewater in Constructed Wetland Systems With Vertical Flow With Common Reed and Glyceria Maxima
Autorzy:
Dębska, A.
Jóźwiakowski, K.
Gizińska-Górna, M.
Pytka, A.
Marzec, M.
Sosnowska, B.
Pieńko, A.
Powiązania:
https://bibliotekanauki.pl/articles/124123.pdf
Data publikacji:
2015
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
constructed wetland
vertical flow
domestic wastewater
common reed
Glyceria maxima
Opis:
The paper presents the results of research on the effects of removing pollution from domestic wastewater in two beds of constructed wetland systems with vertical flow. Bed I was planted with common reed (Phragmites australis Cav. Trin. Ex Steud.), whereas bed II with Glyceria maxima (Glyceria aquatica L.). The surface of each of the beds amounted to 30 m2, and the hydraulic load of each of them amounted to 0.033 m3·m-2·d-1. The study showed very good results in the removal of most of the analyzed indicators of contamination, which were similar in both analyzed beds. They were, respectively: 91 and 93% – for total suspended solids, 96 and 98% – for BOD5, 96 and 94% – for CODCr, 88 and 86% – for ammonia nitrogen and 87 and 88% – for total phosphorus. Much smaller effects were reported with regard to total nitrogen removal – 55% in bed I with common reed and 54% in bed II with Glyceria maxima. The tested beds also eliminated the number of coliform bacteria and faecal coliform bacteria quite effectively. Average effects of the removal of coliform bacteria in bed I and II were 99.74%, in the case of faecal coliform 98.06% and 97.94% respectively. Values of basic indicators of contamination (total suspended solids, BOD5 and CODCr) in the wastewater discharged from the analyzed beds met the requirements of the Regulation of the Minister of the Environment of 2014. The test results obtained in the first year of operation of the analyzed beds show that neither of the applied plants significantly improves the results of contaminant removal.
Źródło:
Journal of Ecological Engineering; 2015, 16, 5; 110-118
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Efficiency of Filters Filled with Rockfos for Phosphorus Removal from Domestic Sewage
Autorzy:
Pytka-Woszczyło, Aneta
Różańska-Boczula, Monika
Gizińska-Górna, Magdalena
Marzec, Michał
Listosz, Agnieszka
Jóźwiakowski, Krzysztof
Powiązania:
https://bibliotekanauki.pl/articles/2201805.pdf
Data publikacji:
2022
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
efficiency
domestic wastewater
phosphorus removal
filters
chemical of phosphorus removal
Rockfos
Opis:
The goal of the present study was to evaluate the efficiency of filters filled with Rockfos for removal of phosphorus (Total-P) from domestic wastewater using, Rockfos is a material obtained by calcination of carbonate-silica rock (opoka) at a temperature of 900 °C. A field study was conducted in two filters with volumes of 2.0 and 0.8 m3 which were components of hybrid constructed wetlands with an average capacity of 2.0 m3/L, located in two national parks in south eastern Poland. Samples of the influent to and the effluent from the filters were analyzed for Total-P concentrations and pH. Eighty sewage samples were tested over a five year study period. It was shown that the test filters removed Total-P with an average efficiency of 31.5% and 30.2% and that they could be successfully used to remove P from domestic wastewater in small wastewater treatment plants.
Źródło:
Advances in Science and Technology. Research Journal; 2022, 16, 4; 176--188
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Optimization of induced crystallization reaction in a novel process of nutrients removal coupled with phosphorus recovery from domestic wastewater
Autorzy:
Zou, H.
Wang, Y.
Powiązania:
https://bibliotekanauki.pl/articles/205404.pdf
Data publikacji:
2017
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
phosphorus recovery
induced crystallization
IC
hydroxyapatite
HAP
domestic wastewater
enhanced biological phosphorus removal
EBPR
Opis:
Phosphorus removal and recovery from domestic wastewater is urgent nowadays. A novel process of nutrients removal coupled with phosphorus recovery from domestic sewage was proposed and optimization of induced crystallization reaction was performed in this study. The results showed that 92.3% of phosphorus recovery via induced Hydroxyapatite crystallization was achieved at the optimum process parameters: reaction time of 80 min, seed crystal loads of 60 g/L, pH of 8.5, Ca/P mole ratio of 2.0 and 4.0 L/min aeration rate when the PO43-P concentration was 10 mg/L in the influent, displaying an excellent phosphorus recovery performance. Importantly, it was found that the effect of reaction temperature on induced Hydroxyapatite crystallization was slight, thus favoring practical application of phosphorus recovery method described in this study. From these results, the proposed method of induced HAP crystallization to recover phosphorus combined with nutrients removal can be an economical and effective technology, probably favoring the water pollution control and phosphate rock recycle.
Źródło:
Archives of Environmental Protection; 2017, 43, 4; 33-38
2083-4772
2083-4810
Pojawia się w:
Archives of Environmental Protection
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wpływ wybranych miąższości filtrów piaskowych o przepływie pionowym na jakość oczyszczonych ścieków bytowych
Impact of Selected Thicknesses of Vertical Sand Filters on the Quality of Treated Domestic Wastewater
Autorzy:
Dacewicz, E.
Kaczor, G.
Bugajski, P.
Powiązania:
https://bibliotekanauki.pl/articles/1813764.pdf
Data publikacji:
2018
Wydawca:
Politechnika Koszalińska. Wydawnictwo Uczelniane
Tematy:
filtr piaskowy o przepływie pionowym
miąższość
ścieki bytowe
vertical sand filter
thickness
domestic wastewater
Opis:
W artykule przedstawiono wpływ miąższości warstwy filtracyjnej w filtrze piaskowym o przepływie pionowym na jakość oczyszczonych ścieków bytowych. Miąższość warstw w poszczególnych kolumnach wyniosła 15 cm, 30 cm, 45 cm, 60 cm oraz 90 cm. Badania efektywności usuwania związków organicznych oraz zawiesiny ogólnej wykonywano w warunkach zwiększającego się obciążenia hydraulicznego w zakresie od 20 dm3.m-2.d-1 do 80 dm3.m-2.d-1. Stwierdzono, że oczyszczanie ścieków bytowych w filtrze piaskowym o wysokości warstwy filtracyjnej 15 cm pozwoliło na uzyskanie bardzo niskich wartości BZT5 (średnio 8,7 mg O2.dm-3). Skuteczność zmniejszenia BZT5 w tym filtrze ukształtowała się na poziomie 96,4%. W przypadku ChZTCr zauważono wraz ze zmniejszaniem się wysokości złoża filtracyjnego wyraźny wzrost jego średniej wartości od 54,7 mg O2.dm-3do 175,9 mg O2.dm-3. Dla miąższości warstwy filtracyjnej równej 90 cm średnie usunięcie ChZTCr wyniosło 85,5%, natomiast zastosowanie złoża o miąższości 15 cm pozwoliło na średnie zmniejszenie ChZTCr o ponad 53%. Zawiesina ogólna była usuwana w zakresie od 25,7 mg. dm-3 do 29,6 mg. dm-3 niezależnie od wysokości złoża filtracyjnego. Średnia skuteczność zmniejszenia tego wskaźnika wyniosła 72,9%.
The paper presents the influence of the thickness of the filtration layer in the vertical flow sand filter on the quality of treated domestic wastewater. The thickness of the layers in individual columns was 15 cm, 30 cm, 45 cm, 60 cm and 90 cm. Studies on the removal efficiency of organic compounds and total suspended solids were carried out in the conditions of increasing hydraulic load within the range from 20 dm-3.m-2.d-1 to 80 dm-3.m-2.d-1. It was found that the treatment of domestic sewage in the sand filter with the height of filtration layer of 15 cm, allowed to obtain very low BOD5 (on average 8.7 mg O2.dm-3). The efficiency of reducing BOD5 in this filter was at the level of 96.4%. In the case of CODCr, a significant increase in its mean value – from 54.7 mg O2.dm-3to 175.9 mg O2.dm-3– was observed with the decreased height of the filter bed. For the thickness of the filtration layer equal to 90 cm, the average removal of CODCr was 85.5%, whereas the use of 15 cm thick filtration bed allowed for an average reduction of CODCr by over 53%. The total suspended solids were removed in the range from 25.7 mg. dm-3 to 29.6 mg. dm-3 regardless of the height of the filter bed. The mean reduction effectiveness of this indicator was 72.9%.
Źródło:
Rocznik Ochrona Środowiska; 2018, Tom 20, cz. 2; 1546-1563
1506-218X
Pojawia się w:
Rocznik Ochrona Środowiska
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of the Composition of Municipal Wastewater Sludge from Small Settlements in East Kazakhstan
Autorzy:
Litvinov, Vadim
Daumova, Gulzhan
Shaikhov, Maksat
Sergeyeva, Natalya
Powiązania:
https://bibliotekanauki.pl/articles/2173300.pdf
Data publikacji:
2022
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
municipal treatment facilities
domestic wastewater
sludge
biogenic elements
organic matter
heavy metals
microbiological indicators
Opis:
One of the greatest environmental problems of modern countries is the pollution of territories with waste. Of particular concern are the wastes generated during the treatment of municipal wastewater, i.e. sewage sludge. They are the inevitable price of urbanization and improved quality of life. As a result of the research conducted, a comprehensive analysis of the composition of municipal sewage sludge was conducted using the example of four small settlements in East Kazakhstan. The results of laboratory studies established the composition of the organic part, biogenic elements, as well as microbiological and parasitological indicators. It was revealed that cadmium, copper, zinc and arsenic are main sources of problems in wastewater treatment plant sludge. For copper and zinc, the standards set by the European Directive 86/278/EEC were exceeded by up to 3.2 and 1.5 times, respectively. At the same time, there is an increased content of nutrients. Organic matter in all studied samples exceeds the minimum established values by 3.5–3.7 times; the potassium content in all studied samples is 5.1–5.6 times higher than the minimum established value for organomineral fertilizers in the Republic of Kazakhstan. The concentration of hydrogen ions (pH) corresponds to neutral. Tests for the determination of microbiological and parasitological parameters indicate that the studied sludge does not contain various pathogenic bacteria and microorganisms.
Źródło:
Journal of Ecological Engineering; 2022, 23, 7; 105--112
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Efficiency of Pollution Removal in Preliminary Settling Tanks of Household Wastewater Treatment Plants in the Roztocze National Park
Autorzy:
Micek, Agnieszka
Jóźwiakowski, Krzysztof
Marzec, Michał
Listosz, Agnieszka
Malik, Arkadiusz
Powiązania:
https://bibliotekanauki.pl/articles/124850.pdf
Data publikacji:
2020
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
primary settling tank
pollutant removal efficiency
household wastewater treatment plants
domestic wastewater
Roztocze National Park
Opis:
The paper presents an evaluation of the pollutant removal efficiencies of four primary settling tanks that were components of on-site domestic wastewater treatment plants located in the Roztocze National Park in Poland. We studied two four-chamber settling tanks which were elements of the technological lines of activated sludge treatment plants, and two threechamber settling tanks which provided primary treatment in hybrid constructed wetlands. The tests were conducted in the years 2017–2019. During this period, wastewater samples for analysis were collected from the first chamber (raw wastewater) and the last chamber (primary settled wastewater) of each settling tank. We tested the following pollution parameters: total suspended solids (TSS), BOD5, COD, total nitrogen (TN), and total phosphorus (TP). The following mean pollutant removal efficiencies were obtained for the four-chamber settling tanks: TSS – 68.3%, BOD5 – 50.4%, and COD – 49.5%; the three-chamber settling tanks were much less efficient at reducing those pollution parameters: 50.9%, 17.0%, and 2.3%, respectively. Neither the three-chamber nor the four-chamber settling tanks ensured effective elimination of biogenic compounds. In most cases, the concentrations of TN and TP in primary settled wastewater were higher compared to raw sewage, which means that these elements were being released from sewage sludge during treatment. Despite this finding, the study shows that a primary settling tank should be used as a basic component of any domestic wastewater treatment plant, as it ensures a considerable reduction in TSS and organic matter.
Źródło:
Journal of Ecological Engineering; 2020, 21, 5; 9-18
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Reduction of pollutant concentrations in the plant systems with the inert filter bed. Part II: Humification of Epilobium parviflorum Schr. rhizosphere in the micro-cultivations fertilized with domestic wastewater
Redukcja stężeń zanieczyszczeń w roślinnych systemach ze złożem inertnym. Część druga: humifikacja ryzosfery Epilobium parviflorum Schr. w mikrouprawach nawożonych ściekami bytowymi
Autorzy:
Dąbek, Z.
Powiązania:
https://bibliotekanauki.pl/articles/395834.pdf
Data publikacji:
2011
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
zanieczyszczenia
próchnica
ryzosfera
Epilobium parviflorum Schr.
ścieki bytowe
mikrouprawy
złoże inertne
pollutiones
humus
domestic wastewater
keramzite
Opis:
The article details the processes accompanying transformations of organic substances in the compounds of humus rhizosphere area of Epilobium parviflorum Schr. The functions of the root organ together with root hair system were developed. The ion functions in the inert filter bed (made of porous clay) with phosphorus sorption were described and the dependence between C:P in the phosphorus mineralization was demonstrated. The important role of porous clay in the inert filter bed for biochemical transformations was justified, in particular, for phosphorus. In the analysis of humic transformations, it was emphasized that nitrogen compounds present in domestic wastewater and filter bed solution are important. The relation of C:N was defined describing the mineral origin of humic substances in the rhizosphere humus. These results were related to the results obtained from Phragmites communis Trin.
W pracy przedstawiono procesy towarzyszące przemianom substancji organicznej w związki próchnicowe w ryzosferze Epilobium parviflorum Schr. Przedstawiono funkcje organu korzeniowego i systemu włośnikowego w tworzeniu ryzosfery. Opisano udział jonów w tworzeniu kompleksów organicznych z metalami, w złożu inertnym wypełnionym keramzytem. W krótkim rysie przedstawiono formy kwasów huminowych i fulwowych oraz mechanizm tworzenia helatów w ryzosferze. Podkreślono znaczenie związków azotowych w tworzeniu organicznej substancji próchnicowej ryzosfery. Dokonano analizy zależności wynikających z ilorazu C:N oraz C:P. Opisano istotność tych ilorazów dla określenia pochodzenia związków organicznych w próchnicy ryzosfery jak i miejsca związania organicznego bądź mineralnego fosforu. Otrzymane wyniki z analizy odniesiono do innych badań tematycznych, części dotyczącej azotu, przytoczono wyniki Pempkowaka i.in. (2008,2009) oraz w części dotyczącej fosforu, powołano się na podobieństwo wyników do badań Barana i Bielińskiej (2008). We wnioskach końcowych odniesiono się do rezultatów badań uznając azotolubną roślinę Epilobium parviflorum Schr. za interesującą alternatywę uzupełniającą redukcję biogenów na oczyszczalniach roślinnych typu nitrofitowego bądź makrofitowego.
Źródło:
Civil and Environmental Engineering Reports; 2011, 7; 139-145
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
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
Artykuł
Tytuł:
Septic tank effluent pretreatment using different filter materials as a prevention from clogging
Podczyszczanie odpływu z osadnika gnilnego z użyciem różnych materiałów filtracyjnych w celu zapobiegania kolmatacji
Autorzy:
Nieć, J.
Spychała, M.
Mazurkiewicz, J.
Powiązania:
https://bibliotekanauki.pl/articles/296768.pdf
Data publikacji:
2016
Wydawca:
Politechnika Częstochowska. Wydawnictwo Politechniki Częstochowskiej
Tematy:
domestic wastewater
septic tank effluent
wastewater treatment
clogging
ścieki bytowe
odpływ z osadnika gnilnego
oczyszczanie ścieków
kolmatacja
Opis:
Septic tanks are common devices for primary wastewater treatment, however, they are prone to periodically raised effluent solids concentration, which can accelerate the clogging process in specific conditions. The aim of the study was to identify the impact of the secondary filter on the reduction of TS load and possibility to increase the operation time. The study was carried out in two series using six filters. In each series six filters (pipes with filtering material installed on the bottom) were used: three filters with filter mesh and the other three - with non-woven geo-textile. The filters were being filled with wastewater until clogging was achieved (wastewater table in pipes rising up to 50 cm). For the hydraulic conductivity estimation of falling water table tests were performed. Similar values of accumulated TS to dosed TS ratios were observed during the both series for the both filtering material types. The particle size distributions in the both filtering materials were similar. The fact of accumulation of particles of very small dimension (over 73% smaller than 5 μm), much smaller than the filtering material pores diameter might suggest that the process taking place was that of cake filtration. Despite the higher cumulated dry mass of filter cake and inside the filtering layer, the average hydraulic conductivity of non-woven geo-textile was higher than the average hydraulic conductivity of filter mesh. Probably thanks to the higher porosity of geo-textile higher amount of solids can be trapped inside the filtering material itself. The study showed the relatively low ratio of accumulated solids to supplied solids load; however, the accumulated mass seems to be significant for clogging prevention, especially in the case of several filtering layers usage. This way much more solids can be removed from the septic tank effluent (e.g., using four layers - about 10÷20%) and clogging process can be slowed down (two - three years longer operation time).
Osadniki gnilne to powszechnie stosowane urządzenia do wstępnego oczyszczania ścieków, jednak są one podatne na okresowe odprowadzanie zwiększonych stężeń zawiesin, co może w specyficznych warunkach przyspieszać procesy kolmatacji. Celem badań było określenie wpływu filtra wtórnego na zmniejszenie obciążenia zawiesiną i możliwość zwiększenia czasu eksploatacji. Badania przeprowadzono w dwóch seriach przy użyciu sześciu filtrów. W każdej serii użyto sześciu filtrów (rury z materiałem filtrującym zainstalowanym na dnie): trzy filtry z filtrem siatkowym, a pozostałe trzy - z geowłókniny. Filtry były zapełniane ściekami aż do uzyskania kolmatacji (zwierciadło ścieków w rurach sięgało do 50 cm). Dla oszacowania przewodności hydraulicznej opadającego zwierciadła wody zostały przeprowadzone testy. Zaobserwowano podobne wartości zawiesin zgromadzonych proporcjonalnie do dozowanych podczas obu serii oraz dla obu typów materiałów filtrujących. Rozkład wielkości cząstek w obu materiałach filtracyjnych był podobny. Fakt zgromadzenia cząstek o bardzo małych wymiarach (ponad 73% poniżej 5 μm), znacznie mniejszych niż średnica porów materiału filtracyjnego, może sugerować, że odbywający się proces dotyczy placka filtracyjnego. Pomimo wyższej skumulowanej suchej masy placka filtracyjnego i tej wewnątrz warstwy filtracyjnej, średnie przewodnictwo hydrauliczne geowłókniny było wyższe niż średnie przewodnictwo hydrauliczne filtra siatkowego. Prawdopodobnie dzięki wyższej porowatości geowłókniny większa ilość zawiesin możne zostać zatrzymana wewnątrz samego materiału filtrującego. Badania wykazały stosunkowo niski współczynnik nagromadzonych cząstek stałych do dostarczonych; jednak skumulowana masa wydaje się istotna dla zapobiegania kolmatacji, zwłaszcza w przypadku wykorzystania kilku warstw filtrujących. W ten sposób o wiele więcej zawiesin można usunąć z odpływu z osadników gnilnych (na przykład dla czterech warstw - około 10÷20%) i proces kolmatacji może zostać spowolniony (dwa-trzy lata dłuższy okres użytkowania).
Źródło:
Inżynieria i Ochrona Środowiska; 2016, 19, 1; 15-25
1505-3695
2391-7253
Pojawia się w:
Inżynieria i Ochrona Środowiska
Dostawca treści:
Biblioteka Nauki
Artykuł

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