scholarly journals Behavior of Organic Micropollutants During River Bank Filtration in Budapest, Hungary

Water ◽  
2018 ◽  
Vol 10 (12) ◽  
pp. 1861 ◽  
Author(s):  
Zsuzsanna Nagy-Kovács ◽  
Balázs László ◽  
Ernő Fleit ◽  
Katalin Czichat-Mártonné ◽  
Gábor Till ◽  
...  
Keyword(s):  
Water Quality ◽  
Bisphenol A ◽  
River Water ◽  
Danube River ◽  
Bank Filtration ◽  
Organic Micropollutants ◽  
Removal Rates ◽  
River Bank ◽  
Sampling Campaign ◽  
River Bank Filtration

This paper summarizes results from a half-year sampling campaign in Budapest, when Danube River water and bank filtrate were analyzed for 36 emerging micropollutants. Twelve micropollutants were detected regularly in both river water and bank filtrate. Bisphenol A, carbamazepine, and sulfamethoxazole showed low removal (<20%) during bank filtration on Szentendre Island and Csepel island, whereas 1H-benzotriazole, tolyltriazole, diclofenac, cefepime, iomeprol, metazachlor, and acesulfame showed medium to high removal rates of up to 78%. The concentration range in bank filtrate was much lower compared to river water, proving the equilibration effect of bank filtration for water quality.

Studies of River Water Quality Using River Bank Filtration in Uttarakhand, India

2013 ◽  
Vol 5 (3) ◽  
pp. 139-148 ◽  
Author(s):  
Shweta Tyagi ◽  
Rajendra Dobhal ◽  
P. C. Kimothi ◽  
L. K. Adlakha ◽  
Prashant Singh ◽  
...  
Keyword(s):  
Water Quality ◽  
River Water ◽  
River Water Quality ◽  
Bank Filtration ◽  
River Bank ◽  
River Bank Filtration

Sorption and biodegradation of organic micropollutants during river bank filtration: A laboratory column study

2014 ◽  
Vol 52 ◽  
pp. 231-241 ◽  
Author(s):  
C. Bertelkamp ◽  
J. Reungoat ◽  
E.R. Cornelissen ◽  
N. Singhal ◽  
J. Reynisson ◽  
...  
Keyword(s):  
Bank Filtration ◽  
Organic Micropollutants ◽  
River Bank ◽  
Column Study ◽  
Laboratory Column ◽  
River Bank Filtration

Transformation of organic micropollutants during river bank filtration: laboratory versus field data

2012 ◽  
Vol 7 (4) ◽  
Author(s):  
C. Bertelkamp ◽  
J. Reungoat ◽  
S. Botton ◽  
E. Cornelissen ◽  
E. Ghadiri ◽  
...  
Keyword(s):  
Field Data ◽  
Chemical Properties ◽  
Biologically Active ◽  
Bank Filtration ◽  
Organic Micropollutants ◽  
Polyethylene Tube ◽  
Quick Method ◽  
River Bank ◽  
Positively Charged ◽  
River Bank Filtration

This paper investigates the degradation behavior of 14 organic micropollutants (OMPs), selected for their different physico-chemical properties (e.g., molecular weight, hydrophobicity and charge), in soil columns simulating the conditions prevailing in the first meter of river bank filtration (RBF) media. The results from the column system are compared to RBF field data obtained from the Vitens drinking water company in The Netherlands. The study explores the role of sorption media (sand filled columns and polyethylene tubes) as carrier material for the biomass. Polyethylene tubes with the same specific surface area as sand in the columns, were operated under similar conditions to compare OMP removal in the two systems. Both the column and field data indicate that negatively charged OMPs with Log D ranging from 0.65 to 1.95, positively charged OMPs with Log D ranging from −0.59 to 0.21 and neutral OMPs with Log D (−1.9 to 1.12) were more susceptible to biodegradation. The compounds that persisted (carbamazepine, atrazine, phenytoin, lincomycin) were positively charged with lower Log D (−1.33) or neutral with higher Log D (1.56 to 2.64). Hydrochlorothiazide showed poor biodegradability despite being neutral and having a lower log D (−0.71); it is an exception to the above behavior for reasons that have not yet been identified. A comparison of OMP removal in a biologically active polyethylene tube with a biologically active column showed that the biomass established in either systems removed the same OMPs and to similar extent for a majority of the OMPs. This finding supports the use of polyethylene tubes as a simple, cheap and quick method for investigating the trends in OMP removal in RBF.

The fate of organic micropollutants during long-term/long-distance river bank filtration

2016 ◽  
Vol 545-546 ◽  
pp. 629-640 ◽  
Author(s):  
Enrico Hamann ◽  
Pieter J. Stuyfzand ◽  
Janek Greskowiak ◽  
Harrie Timmer ◽  
Gudrun Massmann
Keyword(s):  
Bank Filtration ◽  
Organic Micropollutants ◽  
Long Distance ◽  
River Bank ◽  
River Bank Filtration

scholarly journals Evaluation of the river bank filtration technology in water purification in Iraq

2022 ◽  
Vol 961 (1) ◽  
pp. 012084
Author(s):  
Amir Sadiq Nehme Al-Juhaishi ◽  
Kariem Abdul Nabi Ghazal
Keyword(s):  
River Water ◽  
Water Purification ◽  
Water Samples ◽  
Well Water ◽  
Bank Filtration ◽  
River Bank ◽  
The Sustainable Development ◽  
Cadmium Lead ◽  
World Organization ◽  
River Bank Filtration

Abstract Water purification of pollutants is a major challenge to the sustainable development of health in arid and arid regions of the world. Organization of water purification by the river bank filtration is a natural technique. Therefore, this survey was conducted to evaluate the shoulder of the Kufa River in purifying water from pollutants in an inexpensive and natural way. Six water samples were taken from six different locations of the river course, and six corresponding water samples were taken from the well locations near the river. The chemical analyzes of the samples were conducted during the month of December of the year 2020. The statistical analysis was carried out using the SAS program. The results showed that there were significant differences, as they showed the superiority of the concentration of phosphorous, cadmium, lead, copper, iron, manganese, chromium, molybdenum, and the total number of bacteria in river water compared to their concentration in well water. While it was observed that the concentration of total dissolved salts, sulfate, nickel and chlorine was superior in well water compared to river water. From this, it is clear that the effectiveness of the river shoulder technology in purifying the water of the Kufa River is low because the process of pumping water from wells is not continuous. It is assumed that to achieve the effectiveness of this technology, we need continuous months of pumping until the work of the river shoulder technology is achieved.

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