Comparison Between Chlorine Dioxide and Chlorine for Use as a Disinfectant of Wastewater Effluents

1992 ◽  
Vol 26 (7-8) ◽  
pp. 1483-1492 ◽  
Author(s):  
N. Narkis ◽  
Y. Kott
Keyword(s):  
Chlorine Dioxide ◽  
Sewage Treatment ◽  
Municipal Sewage ◽  
Residual Chlorine ◽  
Main Task ◽  
Sewage Treatment Plants ◽  
E Coli ◽  
Fecal Streptococcus ◽  
Environmentally Safe ◽  
Effect Of Chlorine

The aim of this research was to investigate the possibility of using chlorine dioxide as an alternative to chlorine as a disinfectant of effluents from municipal sewage treatment plants, in order to obtain an environmentally safe source of water that can be reused for a variety of purposes. The main task was to compare the effect of chlorine dioxide and chlorine as a disinfectant of effluents from various types of sewage treatment plants. Residual chlorine dioxide, chlorite ion, chlorine and MPN/100mL of the surviving total coliforms, fecal colifonms, fecal streptococcus and E-coli phages were determined as a function of these disinfectants' doses and contact times.

Presence of Phenolic Compounds in Sewage, Effluent and Sludge from Municipal Sewage Treatment Plants

1982 ◽  
Vol 14 (4-5) ◽  
pp. 143-150 ◽  
Author(s):  
F B DeWalle ◽  
D A Kalman ◽  
R Dills ◽  
D Norman ◽  
E S K Chian ◽  
...  
Keyword(s):  
Sewage Treatment ◽  
Municipal Sewage ◽  
Sewage Effluent ◽  
Capillary Gc ◽  
Digested Sludge ◽  
Calculated Concentration ◽  
Sewage Treatment Plants ◽  
Anaerobically Digested Sludge ◽  
Final Effluent ◽  
Dimethyl Phenol

A total of 25 municipal sewage treatment plants were sampled, 10 of which were resampled, to determine the quantity of phenolics in the sewage, final effluent and the anaerobically digested sludge using capillary GC/MS/DS/techniques. The study noted in decreasing order of frequency in raw sewage: phenol, pentachloro-phenol, dimethyl phenol, 3-methyl, 4-chlorophenol, 2,4,6-trichloro-phenol, 2,4-dichlorophenol, 2-nitrophenol, 2-chlorophenol, 2,4-dinitro-6-methylphenol and 2,4-dinitrophenol. The maximum concentration of phenol in sewage and sludge was 2800 ppb and 4460 respectively, while similar values for pentachlorophenol were 58 and 1200 ppb. Statistically calculated concentration reductions for phenol and dimethyl phenol were generally greater than noted for tri- and pentachlorophenol. Low decreases or increases were noted for monochlorophenol and especially for dichlorophenol as a result of the chloronation of the final effluent.

Removal of estrogenicity in Swedish municipal sewage treatment plants

2003 ◽  
Vol 37 (18) ◽  
pp. 4433-4443 ◽  
Author(s):  
Anders Svenson ◽  
Ann-Sofie Allard ◽  
Mats Ek
Keyword(s):  
Sewage Treatment ◽  
Municipal Sewage ◽  
Sewage Treatment Plants

scholarly journals Antibiotics in two municipal sewage treatment plants in Sri Lanka: Occurrence, consumption and removal efficiency

2019 ◽  
Vol 5 ◽  
pp. 272-278 ◽  
Author(s):  
Dilanka N.D. Samaraweera ◽  
Xin Liu ◽  
Guangcai Zhong ◽  
Tilak Priyadarshana ◽  
Riffat Naseem Malik ◽  
...  
Keyword(s):  
Sri Lanka ◽  
Removal Efficiency ◽  
Sewage Treatment ◽  
Municipal Sewage ◽  
Sewage Treatment Plants

scholarly journals Possible Applications of Hardening Slurries with Fly Ash from Thermal Treatment of Municipal Sewage Sludge in Environmental Protection Structures

2016 ◽  
Vol 63 (1) ◽  
pp. 47-61 ◽  
Author(s):  
Paweł Falacinski ◽  
Łukasz Szarek
Keyword(s):  
Fly Ash ◽  
Sewage Sludge ◽  
Thermal Treatment ◽  
Sewage Treatment ◽  
Combustion Products ◽  
Municipal Sewage ◽  
Municipal Sewage Sludge ◽  
Water Separation ◽  
Coal Combustion Products ◽  
Environmentally Safe

Abstract In Poland, in recent years, there has been a rapid accumulation of sewage sludge - a by-product in the treatment of urban wastewater. This has come about as a result of infrastructure renewal, specifically, the construction of modern sewage treatment plants. The more stringent regulations and strategic goals adopted for modern sewage management have necessitated the application of modern engineering methodology for the disposal of sewage sludge. One approach is incineration. As a consequence, the amount of fly ash resulting from the thermal treatment of municipal sewage sludge has grown significantly. Hence, intensive work is in progress for environmentally safe management of this type of waste. The aim of the experiment was to evaluate the possibility of using the fly ash that results from municipal sewage sludge thermal treatment (SSTT) as an additive to hardening slurries. This type of hardening slurry with various types of additives, e.g. coal combustion products, is used in the construction of cut-off walls in hydraulic structures. The article presents the technological and functional parameters of hardening slurries with an addition of fly ash obtained by SSTT. Moreover, the usefulness of these slurries is analysed on the basis of their basic properties, i.e. density, contractual viscosity, water separation, structural strength, volumetric density, hydraulic conductivity, compressive and tensile strength. The mandated requirements for slurries employed in the construction of cut-off walls in flood embankments are listed as a usefulness criteria. The article presents the potential uses of fly ash from SSTT in hardening slurry technology. It also suggests directions for further research to fully identify other potential uses of this by-product in this field.

Susceptibility for antibiotics among faecal indicators and pathogenic bacteria in sewage treated effluents

2013 ◽  
Vol 8 (1) ◽  
pp. 1-6 ◽  
Author(s):  
Adel A. S. AL-Gheethi ◽  
Norli Ismail ◽  
J. Lalung ◽  
Azieda Talib ◽  
A. N. Efaq ◽  
...  
Keyword(s):  
Antibiotic Resistance ◽  
High Resistance ◽  
Pathogenic Bacteria ◽  
Sewage Treatment ◽  
Salmonella Spp ◽  
Sewage Treatment Plants ◽  
Total Coliforms ◽  
E Coli ◽  
Treated Effluents ◽  
Faecal Indicators

The objective of this work was to study the prevalence of antibiotic resistance phenotypes among total coliforms (TC), E. coli, E. faecalis and Salmonella spp. in the sewage treated effluents generated from three sewage treatment plants in Penang Malaysia. Among the isolates tested, TC and E. coli occurred high resistance for cephalexin (100 and 90.47%), ampicillin (80.93 and 95.23%) and ciprofloxacin (19.06 and 14.3%) compared to E. faecalis (42.86, 71.4 and 4.7%) and Salmonella spp. (59.8, 47.46 and 14.3%) respectively. All E. coli strains, 76.18% of TC, 66.66% of E. faecalis and 35% of Salmonella spp. were multi-resistant.

scholarly journals Prevalence of the stx2 Gene in Coliform Populations from Aquatic Environments

2004 ◽  
Vol 70 (6) ◽  
pp. 3535-3540 ◽  
Author(s):  
Cristina Garc�a-Aljaro ◽  
Maite Muniesa ◽  
Juan Jofre ◽  
Anicet R. Blanch
Keyword(s):  
Fecal Coliform ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Coliform Bacteria ◽  
Municipal Sewage ◽  
Aquatic Environments ◽  
Limited Information ◽  
Human Pathogens ◽  
E Coli

ABSTRACT Shiga toxin-producing Escherichia coli strains are human pathogens linked to hemorrhagic colitis and hemolytic uremic syndrome. The major virulence factors of these strains are Shiga toxins Stx1 and Stx2. The majority of the genes coding for these toxins are borne by bacteriophages. Free Stx2-encoding bacteriophages have been found in aquatic environments, but there is limited information about the lysogenic strains and bacteria present in the environment that are susceptible to phage infection. The aim of this work was to study the prevalence and the distribution of the stx 2 gene in coliform bacteria in sewage samples of different origins. The presence of the stx 2 gene was monitored every 2 weeks over a 1-year period in a municipal sewage treatment plant. A mean value of 102 genes/ml was observed without significant variation during the study period. This concentration was of the same order of magnitude in raw municipal sewage of various origins and in animal wastewater from several slaughterhouses. A total of 138 strains carrying the stx 2 gene were isolated by colony hybridization. This procedure detected approximately 1 gene-carrying colony per 1,000 fecal coliform colonies in municipal sewage and around 1 gene-carrying colony per 100 fecal coliform colonies in animal wastewaters. Most of the isolates belonged to E. coli serotypes other than E. coli O157, suggesting a low prevalence of strains of this serotype carrying the stx 2 gene in the wastewater studied.

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