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Wyświetlanie 1-6 z 6
Tytuł:
Changes of the quality of activated sludge during the biological treatment of landfill leachate
Autorzy:
Pieczykolan, B.
Płonka, I.
Kosel, M.
Powiązania:
https://bibliotekanauki.pl/articles/207064.pdf
Data publikacji:
2016
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
landfill leachates
activated sludge
municipal wastewaters
zjawiska dyspersyjne
ścieki komunalne
osad czynny
ciecz z nad osadu
Opis:
The effect of chemically pretreated landfill leachate on the properties of activated sludge has been investigated. The leachate was pretreated by a two-stage method consisting of coagulation and oxidation. The mixture of pretreated leachate (from 2.5 to 15 wt. %) and municipal wastewater was fed into a bioreactor. Results of the studies showed that the pretreated leachate contributed to the dispersion of the activated sludge flocs. As a result, a very low value of volume index (30 cm3gTS) and a significant turbidity of supernatant liquid were observed at the same time. The dispersion phenomenon was also confirmed by floc size distribution. An increase of the amount of small and very small flocs was observed.
Źródło:
Environment Protection Engineering; 2016, 42, 3; 33-42
0324-8828
Pojawia się w:
Environment Protection Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Failure of the side-stream deammonification process. Risk of violation of the WWTP effluent quality
Autorzy:
Janiak, J.
Miodoński, S.
Muszyński-Huhajło, M.
Powiązania:
https://bibliotekanauki.pl/articles/207349.pdf
Data publikacji:
2018
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
activated sludge process
effluents
wastewater treatment
water quality
proces osadu czynnego
ścieki
oczyszczanie ścieków
jakość wody
Opis:
Stable and efficient nitrogen removal is one of main goals of wastewater treatment. Applying deammonification, beyond many advantages, results in the risk of the WWTP effluent quality violation in case of the failure of the process. Then nitrogen load to activated sludge is increasing rapidly which could therefore lead to quality violation in activated sludge effluent. Simulation studies have been presented on the effect of deammonification failure on nitrogen removal performance in the case of a typical, medium sized WWTP (ca. 115 000 PE). The studies were based on the calibrated ASMI model of real WWTP and a fictional scenario of implementing deammonification and subsequent failure. Implementing deammonification enables SR T optimization of the sludge retention time (SRT) in its main line thanks to lower nitrogen load. Two scenarios have been shown, considering or not optimization of the SRT in WWTP. The results show that SRT optimization leads to decrease in nitrifier mass and raises difficult issues in appropriate nitrogen concentration in the effluent.
Źródło:
Environment Protection Engineering; 2018, 44, 2; 169-179
0324-8828
Pojawia się w:
Environment Protection Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effects of modernization of the water treatment system in a selected swimming pool
Autorzy:
Wyczarska-Kokot, Joanna
Dudziak, Mariusz
Lempart, Anna
Powiązania:
https://bibliotekanauki.pl/articles/208181.pdf
Data publikacji:
2019
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
quality control
swimming pools
water quality
kontrola jakości
baseny
jakość wody
dezynfekcja wody basenowej
Opis:
Based on the analysis of the modernization activities of the pool water treatment technology in a selected indoor swimming pool, the results of water quality improvement have been presented. The analysis of water quality parameters, operating parameters and in-house research that has been carried out in this pool for many years allowed us to evaluate the effects of modernization on water quality improvement, with special consideration of chloramine content in pool water (as a disinfection by product). The results of the research have been analyzed in terms of the current sanitary and hygienic guidelines for swimming pools.
Źródło:
Environment Protection Engineering; 2019, 45, 1; 31-43
0324-8828
Pojawia się w:
Environment Protection Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
General characteristics of the quantity and quality of sewage sludge from selected wastewater treatment plants in the Świętokrzyskie Province
Autorzy:
Gawdzik, J.
Długosz, J.
Urbaniak, M.
Powiązania:
https://bibliotekanauki.pl/articles/207262.pdf
Data publikacji:
2015
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
wastewater treatment
heavy metals
sewage pumping plants
sewage sludge
sewage treatment plants
toxicity
water treatment plants
total nitrogen
total phosphorous
total phosphorus
oczyszczanie ścieków
metale ciężkie
pompownia ścieków
osady ściekowe
oczyszczalnie ścieków
toksyczność
stałe substancje organiczne
azot całkowity
fosfor całkowity
Opis:
Five wastewater treatment plants from the Świętokrzyskie Province have been briefly described, and a general analysis of the composition and quantity of sewage sludge from the data objects has been conducted. The paper also presents various ways of management of sewage sludge. The authors analyzed sediments from the wastewater treatment plant for PE in the range of 15 000–99 999 located in Ostrowiec, Opatów, Starachowice, Skarżysko-Kamienna, and in Sandomierz. The sludge was characterized in terms of its quantity and quality, the content of heavy metals, total nitrogen, total phosphorous, and organic solids.
Źródło:
Environment Protection Engineering; 2015, 41, 2; 107-117
0324-8828
Pojawia się w:
Environment Protection Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Possibilities of reuse of treated wastewater for irrigation purposes in the Northern Jordan Valley
Autorzy:
Myszograj, S.
Qteishat, O.
Sadecka, Z.
Jędrczak, A.
Suchowska-Kisielewicz, M.
Powiązania:
https://bibliotekanauki.pl/articles/207413.pdf
Data publikacji:
2014
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
wastewater reclamation
irrigation
wastewater treatment
water quality
fresh water
rekultywacja ścieków
nawadnianie
oczyszczanie ścieków
jakość wody
woda świeża
Opis:
The possibilities of treated wastewater (TWW) reuse for irrigation purposes in the Northern Jordan Valley have been described. As shown by the analysis of the data, the results indicate a wide non-compliance with the Jordanian Standard 983/2006. Most problematic parameters are BOD, COD, nitrogen content, TSS. TWW will be blended with fresh water prior to use in agriculture. The blended water quality was reviewed after mixing of fresh water with the existing TWW without plant improvements. In general if there are no WWTP upgrades, the blended water quality satisfies the requirements of the Jordanian Water Quality Guidelines.
Źródło:
Environment Protection Engineering; 2014, 40, 2; 17-31
0324-8828
Pojawia się w:
Environment Protection Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Use of ultrafiltration and nanofiltration processes for the elimination of three selected emerging contaminants: amitriptyline hydrochloride, methyl salicylate and 2-phenoxyethanol
Autorzy:
Benítez, F. J.
Real, F. J.
Acero, J. L.
Casas, F.
Powiązania:
https://bibliotekanauki.pl/articles/207379.pdf
Data publikacji:
2017
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
COD
municipal wastewater treatment plants
water quality
filtration process
ChzT
miejskie oczyszczalnie ścieków
jakość wody
proces filtracji
Opis:
Three emerging contaminants: amitriptyline hydrochloride (AH), methyl salicylate (MS) and 2-phenoxyethanol (PE) were treated by means of filtration processes for their elimination from ultrapure (UP) water in a first stage, and from three water matrices (surface water from a reservoir, and two effluents from two municipal wastewater treatment plants) in a second stage. For this purpose, ultrafiltration and nanofiltration membranes were used in a cross-flow laboratory equipment. The permeate fluxes at the steady state were determined, and the resistances to the permeate flux were established. It was found that the inherent resistance of the clean membranes provided a much larger resistance than the fouling resistance. The retention coefficients for each individual contaminant were evaluated, as well as the retention coefficients referred to three water quality parameters: absorbance at 254 nm, COD and TOC. These parameters provide the effectiveness of the filtration processes for the elimination of the organic matter present in the selected water matrices.
Źródło:
Environment Protection Engineering; 2017, 43, 3; 125-141
0324-8828
Pojawia się w:
Environment Protection Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-6 z 6

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