Conventional and New Processes for Urban Wastewater Disinfection: Effect on Emerging and Resistant Microorganisms

2015 ◽  
pp. 107-128 ◽  
Author(s):  
G. Ferro ◽  
M. I. Polo-López ◽  
P. Fernández-Ibáñez
Keyword(s):  
Urban Wastewater ◽  
Wastewater Disinfection

Urban wastewater disinfection for agricultural reuse: effect of solar driven AOPs in the inactivation of a multidrug resistant E. coli strain

2015 ◽  
Vol 178 ◽  
pp. 65-73 ◽  
Author(s):  
Giovanna Ferro ◽  
Antonino Fiorentino ◽  
María Castro Alferez ◽  
M. Inmaculada Polo-López ◽  
Luigi Rizzo ◽  
...  
Keyword(s):  
Multidrug Resistant ◽  
Coli Strain ◽  
Urban Wastewater ◽  
E Coli ◽  
Wastewater Disinfection

scholarly journals Wastewater disinfection by solar heterogeneous photocatalysis: effect on tetracycline resistant/sensitive Enterococcus strains

2014 ◽  
Vol 16 (3) ◽  
pp. 455-462 ◽  
Keyword(s):  
Antibiotic Resistance ◽  
Treatment Plant ◽  
Heterogeneous Photocatalysis ◽  
Resistance Pattern ◽  
Urban Wastewater ◽  
Antibiotic Resistant ◽  
Disinfection Process ◽  
Wastewater Disinfection ◽  
Resistant Strains ◽  
Urban Wastewater Treatment

<div> <p>Solar simulated heterogeneous photocatalysis (SSHP) with suspended TiO<sub>2</sub> was investigated in the inactivation of tetracycline resistant/sensitive <em>Enterococcus</em> (TRE/TSE) strains in the effluent of an urban wastewater treatment plant (UWTP). The effect of solar simulated disinfection (SSD) on the inactivation of the same <em>Enterococcus</em> strains was investigated as control. SSHP process (0.05 g l<sup>-1</sup> of TiO<sub>2</sub>) was found to be effective in the inactivation of both <em>Enterococcus</em> strains with total inactivation (~7 log unit) observed after 60 min of irradiation. On the contrary, SSD process did not show any significant inactivation after 90 min of irradiation. The effect of both processes on the antibiotic resistance phenotypes of the surviving enterococci was also evaluated. TRE cells surviving the SSHP treatment showed that disinfection process did not affect the antibiotic resistance pattern after 45 min irradiation. The same was observed for the TSE strain. Accordingly, antibiotic resistance can spread into the receiving water body when antibiotic resistant strains survive to disinfection process.</p> </div> <p>&nbsp;</p>

Urban wastewater disinfection by filtration technologies

Desalination ◽  
2006 ◽  
Vol 190 (1-3) ◽  
pp. 16-28 ◽  
Author(s):  
M. Gómez ◽  
A. de la Rua ◽  
G. Garralón ◽  
F. Plaza ◽  
E. Hontoria ◽  
...  
Keyword(s):  
Urban Wastewater ◽  
Wastewater Disinfection

scholarly journals Alkaline disinfection of urban wastewater and landfill leachate by wood fly ash

2014 ◽  
Vol 65 (4) ◽  
pp. 365-375 ◽  
Author(s):  
Tomislav Ivanković ◽  
Jasna Hrenović ◽  
Grigorios Itskos ◽  
Nikolaos Koukouzas ◽  
Davor Kovačević ◽  
...  
Keyword(s):  
Fly Ash ◽  
Landfill Leachate ◽  
Wood Ash ◽  
Urban Wastewater ◽  
Bacterial Populations ◽  
High Ph ◽  
Wastewater Disinfection ◽  
Wastewater Bacteria ◽  
Alkaline Disinfection ◽  
Potential Substrate

Abstract Wood fly ash is an industrial by-product of the combustion of different wood materials and is mostly disposed of as waste on landfills. In our preliminary experiments, wood ash exhibited antibacterial activity against urban wastewater bacteria and we focused on wood fly ash as a potential substrate for wastewater disinfection. The addition of ash at a concentration of 10 g L-1 (1 %) caused an instant increase of pH in urban wastewater and landfill leachate. High pH (10.1-12.7) inactivated bacterial populations in the wastewater and the removal of faecal coliforms and intestinal enterococci after 6 h of contact was 100 % (below the detection limit; <1 CFU per mL) with the most efficient ash sample (ash from combustion of beech) both in urban wastewater and landfill leachate. Properly chosen wood fly ash, i.e. one that tends to increase the pH to the greatest extent, proved to be a very effective disinfection substrate. Considering that water treated with wood ash has a high pH and needs to be neutralised before discharge, ash would be suitable for disinfection of leachates when smaller volumes are treated

Urban Wastewater Discharge and Bacteriological Quality of Receiving Coastal Waters: Processes and Modelling

1993 ◽  
Vol 27 (12) ◽  
pp. 223-226
Author(s):  
J.-F. Guillaud ◽  
M. Pommepuy ◽  
E. Dupray ◽  
J.-C. Salomon ◽  
B. Thouvenin
Keyword(s):  
Coastal Zone ◽  
Coastal Waters ◽  
Wastewater Treatment Plants ◽  
Enteric Bacteria ◽  
Wastewater Discharge ◽  
Urban Wastewater ◽  
Bacteria Transport

The aim of this paper is to present some results of bacterial studies which were developed by IFREMER in coastal discharge areas of urban wastewaters; they are focused on the determination of bacterial inputs by wastewater treatment plants, the role of environmental factors on the enteric bacteria survival in the coastal zone, and the modelling of bacteria transport and disappearance in order to provide useful management information for minimizing faecal pollution in the coastal zone.

Biological Mechanisms of H2S Formation in Sewer Pipes

1992 ◽  
Vol 26 (3-4) ◽  
pp. 907-914 ◽  
Author(s):  
A. Attal ◽  
M. Brigodiot ◽  
P. Camacho ◽  
J. Manem
Keyword(s):  
Suspended Solid ◽  
Urban Wastewater ◽  
Biological Mechanisms ◽  
Sewer Pipes ◽  
Sulfate Reducing ◽  
Biological Phenomena ◽  
Low Concentrations ◽  
Production Of Hydrogen ◽  
High Concentrations ◽  
Reducing Bacteria

The purpose of this study is to gain a better understanding of the biological phenomena involved in the production of hydrogen sulfide in urban wastewater (UWW) systems. It is found that the UWW itself naturally possesses the biomass needed to consume the sulfates. These heterotrophic sulfate-reducing bacteria populations, though immediately active in strict anaerobic conditions, are present only in very low concentrations in the UWW. A concentration of them was studied within the pressure pipes, in the form of deposits, and this justifies the high concentrations of sulfides measured in certain wastewater networks. There are two reasons why the ferrous sulfate used as a treatment in any wastewater networks should not cause the production of additional sulfides. Firstly, the sulfate consumption kinetics are always too slow, relative to the residence time of the water in the pipe, for all of the sulfates to be consumed anyway. Secondly, the amount of assimilable carbon, soluble carbon, and carbon from suspended solid (SS) hydrolysis is insufficient.

WASTEWATER DISINFECTION BY UV AT TRANI MUNICIPAL PLANT

1994 ◽  
Vol 30 (4) ◽  
pp. 125-132 ◽  
Author(s):  
D. Carnimeo ◽  
E. Contini ◽  
R. Di Marino ◽  
F. Donadio ◽  
L. Liberti ◽  
...  
Keyword(s):  
Wastewater Treatment ◽  
Municipal Wastewater ◽  
Treatment Plant ◽  
Continuous Operation ◽  
Secondary Effluent ◽  
Municipal Wastewater Treatment ◽  
South Italy ◽  
Wastewater Disinfection ◽  
Pilot Investigation ◽  
Effluent Characteristics

The pilot investigation on the use of UV as an alternative disinfectant to NaOCI was started in 1992 at Trani (South Italy) municipal wastewater treatment plant (335 m3/h). The results collected after six months continuous operation enabled us to compare UV and NaOCl disinfection effectiveness on the basis of secondary effluent characteristics, quantify photoreactivation effects, evidence possible DBP formation and assess costs.

scholarly journals Technologies Developing in Heavy Metals’ Removal from Water

Water ◽  
2021 ◽  
Vol 13 (6) ◽  
pp. 860
Author(s):  
Konstantinos Simeonidis ◽  
Manassis Mitrakas
Keyword(s):  
Heavy Metals ◽  
Drinking Water ◽  
Water Resources ◽  
Human Health ◽  
Urban Wastewater ◽  
Heavy Metals Removal ◽  
Metals Removal ◽  
Drinking Water Resources

Elevated concentrations of heavy metals in drinking water resources and industrial or urban wastewater pose a serious threat to human health and the equilibrium of ecosystems [...]

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