THE ANALYSIS OF THE SEWAGE QUANTITY DISCHARGING FROM THE SEWERAGE AGGLOMERATION IN SANOK

Both too large and too small volume of sewage inflowing to wastewater treatment plant in relation to its volume determined during designing process, can contribute to the reduction of sewage treatment effectiveness. Taking into consideration, in this article, the analysis of the sewage quantity disc...

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Main Authors: Anna Młyńska, Krzysztof Chmielowski, Dariusz Młyński
Format: Article
Language:Polish
Published: Polish Society of Ecological Engineering (PTIE) 2017-06-01
Series:Inżynieria Ekologiczna
Subjects:
Online Access:http://www.journalssystem.com/ie/Analiza-ilosci-sciekow-odplywajacych-z-aglomeracji-kanalizacyjnej-w-Sanoku,69375,0,2.html
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spelling doaj-422ac869a98e479db585503b3f87f1242020-11-24T21:47:45ZpolPolish Society of Ecological Engineering (PTIE)Inżynieria Ekologiczna2081-139X2392-06292017-06-0118320220910.12912/23920629/6937569375THE ANALYSIS OF THE SEWAGE QUANTITY DISCHARGING FROM THE SEWERAGE AGGLOMERATION IN SANOKAnna Młyńska0Krzysztof Chmielowski1Dariusz Młyński2Politechnika Krakowska; ul. Warszawska 24; 31-155 KrakówUniwersytet Rolniczy im. Hugona Kołłątaja w Krakowie; al. Mickiewicza 24/28; 30-059 KrakówUniwersytet Rolniczy im. Hugona Kołłątaja w Krakowie; al. Mickiewicza 24/28; 30-059 KrakówBoth too large and too small volume of sewage inflowing to wastewater treatment plant in relation to its volume determined during designing process, can contribute to the reduction of sewage treatment effectiveness. Taking into consideration, in this article, the analysis of the sewage quantity discharging from the Sanok agglomeration and treated in domestic wastewater treatment plant in 2013-2015 was performed. The analysis indicated that in each year of the analyzed period, to the Wastewater Treatment Plant in Trepcza, a similar volumes of sewage was inflowing and the maximum hydraulic capacity of the object was not exceeded, what is evidenced by the average daily sewage flow values. It is noted that in rainless periods, the quantities of inflowing sewage were smaller than during days with wet weather. Despite of periodically situations of the hydraulic overload and hydraulic underload, it can be stated that the effectiveness of the sewage treatment processes is not endangered by the excessive or insufficient quantities of inflowing sewage.http://www.journalssystem.com/ie/Analiza-ilosci-sciekow-odplywajacych-z-aglomeracji-kanalizacyjnej-w-Sanoku,69375,0,2.htmlsewagequantitywastewater treatment plantrainless weatherrainy weatherhydraulic load
collection DOAJ
language Polish
format Article
sources DOAJ
author Anna Młyńska
Krzysztof Chmielowski
Dariusz Młyński
spellingShingle Anna Młyńska
Krzysztof Chmielowski
Dariusz Młyński
THE ANALYSIS OF THE SEWAGE QUANTITY DISCHARGING FROM THE SEWERAGE AGGLOMERATION IN SANOK
Inżynieria Ekologiczna
sewage
quantity
wastewater treatment plant
rainless weather
rainy weather
hydraulic load
author_facet Anna Młyńska
Krzysztof Chmielowski
Dariusz Młyński
author_sort Anna Młyńska
title THE ANALYSIS OF THE SEWAGE QUANTITY DISCHARGING FROM THE SEWERAGE AGGLOMERATION IN SANOK
title_short THE ANALYSIS OF THE SEWAGE QUANTITY DISCHARGING FROM THE SEWERAGE AGGLOMERATION IN SANOK
title_full THE ANALYSIS OF THE SEWAGE QUANTITY DISCHARGING FROM THE SEWERAGE AGGLOMERATION IN SANOK
title_fullStr THE ANALYSIS OF THE SEWAGE QUANTITY DISCHARGING FROM THE SEWERAGE AGGLOMERATION IN SANOK
title_full_unstemmed THE ANALYSIS OF THE SEWAGE QUANTITY DISCHARGING FROM THE SEWERAGE AGGLOMERATION IN SANOK
title_sort analysis of the sewage quantity discharging from the sewerage agglomeration in sanok
publisher Polish Society of Ecological Engineering (PTIE)
series Inżynieria Ekologiczna
issn 2081-139X
2392-0629
publishDate 2017-06-01
description Both too large and too small volume of sewage inflowing to wastewater treatment plant in relation to its volume determined during designing process, can contribute to the reduction of sewage treatment effectiveness. Taking into consideration, in this article, the analysis of the sewage quantity discharging from the Sanok agglomeration and treated in domestic wastewater treatment plant in 2013-2015 was performed. The analysis indicated that in each year of the analyzed period, to the Wastewater Treatment Plant in Trepcza, a similar volumes of sewage was inflowing and the maximum hydraulic capacity of the object was not exceeded, what is evidenced by the average daily sewage flow values. It is noted that in rainless periods, the quantities of inflowing sewage were smaller than during days with wet weather. Despite of periodically situations of the hydraulic overload and hydraulic underload, it can be stated that the effectiveness of the sewage treatment processes is not endangered by the excessive or insufficient quantities of inflowing sewage.
topic sewage
quantity
wastewater treatment plant
rainless weather
rainy weather
hydraulic load
url http://www.journalssystem.com/ie/Analiza-ilosci-sciekow-odplywajacych-z-aglomeracji-kanalizacyjnej-w-Sanoku,69375,0,2.html
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