Isotherm 2000 Manual

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The synergistic effects of the combined treatments of Na. OCl and H2. O2 on the elimination of A. The concentrations 0. Na. OCl and 0. 5, 1, and 1. H2. O2 were used. The contact periods were 1. The abundance of cells adhered reached 2. CFUcm, respectively, under static and dynamic conditions after action of the mixture of disinfectants, whereas it reached 2. CFUcm after action of Na. OCl and H2. O2 alone, respectively. Increase in the incubation period resulted in a significant decrease in the abundance of cells adhered when the mixture of 0. Na. OCl and 1. 5 H2. O2 was used. For each cell growth phase, there was a significant difference amongst the mean densities of cells adhered after action of the mixture of disinfectants. Although the Freundlich isotherm parameters relatively varied from one experimental condition to another, the value registered in the exponential growth phase was relatively higher in static state than in dynamic regime cells adhered under dynamic condition seem more sensitive to the synergistic action than those adhered under static condition. Introduction. The drinking water distribution network is a source of disquiet regarding the contamination of water during delivery and regrowth of microorganisms that survive after treatment 1. It is often the scene of many physicochemical and biological reactions resulting from interactions between disinfectants, pipe walls, and the free and fixed biomass 2. The presence of natural organic matter provides a food source for bacteria that can colonize the inner walls of distribution pipes, forming biofilms that protect and support the growth of microorganisms, some of which are associated to hostile effect on human health 1 and others through their interactions with disinfectants and pipe walls are sometimes the cause of the deterioration of the organoleptic properties of the water supply 2, 3. In recent years, World Health Organization recognizes A. To prevent bacterial regrowth, a residual of a disinfectant is maintained in the water distribution network. Previous work has shown that the bacterium A. Its concentration can sometimes reach 1. CFUm. L at the outlet of treatment plants for drinking water. This concentration may be higher in networks of drinking water distribution due to the growth of A. The ingestion of water or contaminated food is the common way of progress in the case of Aeromonas infection 1. Numerous studies have been conducted in view of highlighting the inactivation of various waterborne pathogens by various disinfectants, including sodium hypochlorite, hydrogen peroxide, ozone, and chlorine dioxide 1. The mixture of Na. OCl and H2. O2 in water resulted in a redox reaction which gave the following equations 1. H2. O2H2. O 1,7. Na. Cl. O2 is a very unstable compound that gives Na. Cl 1. O2 singlet oxygen. It resulted in. The reaction between these disinfectants produces singlet oxygen 1. O2, which is a powerful oxidant that rapidly kills bacterial cells. Singlet oxygen short lifespan 1. Less data are available on the bacterial behavior or bacterial metabolism when both disinfectants are dissolved in water at the same time. Less information are also available on the cell survival with respect to the both disinfectants concentrations. Most studies carried out so far provided some information on the doses of disinfectants and adequate contact duration period to effectively control pathogens of public health importance that are commonly used to develop regulations and strategies treatment. Chemical disinfectants cause lethal or nonlethal changes in proteins 1. DNA 1. 7 of microorganisms. In addition, the mechanisms of disinfection are also highly dependent on the type of microorganism, cell growth stage, and disinfectant 1. Other studies have considered the impact of disinfectants on A. It appears that Na. OCl is more effective on A. H2. O2. In addition, A. However, little data on the combined effect of these disinfectants are available. This study aims to evaluate in microcosm the synergistic effect of Na. OCl and H2. O2 on A. Materials and Methods. Collection and Identification of A. The bacterium A. hydrophila was isolated from well water in Yaound Cameroon using membrane filtration technique, on ampicillin dextrin agar medium 1. Cell subculture was performed on standard agar medium Bio Rad Laboratories, France. The cells were then identified using standard biochemical methods 2. These cells are facultative anaerobic, nonsporulated, Gram negative bacilli, and ferment mannitol, produce indole, and are mobile. They do not possess urease, lysine decarboxylase LDC, ornithine decarboxylase ODC, and arginine dihydrolase ADH. For the preparation of stocks of bacteria, colonies are inoculated into 1. L of nutrient broth Oxford for 2. C. Afterwards, cells were harvested by centrifugation at 8. C and washed twice with Na. Cl 8. 5 gL solution. The pellet was resuspended in Na. Cl 8. 5 gL solution and then transferred to 3. L tubes. The stocks were then frozen stored. Assessment of Cell Growth Phase. On the basis of previous studies regarding the different growth phases and biofilm formation, the cell growth phases were assessed at 3. C. The growth of A. Disinfectants and Adsorbent Substrates Used. The mixture of two disinfectants was used Na. OCl, which belongs to the group of halogen derivatives, and H2. O2 which belongs to the group of oxidants. Na. OCl and H2. O2 used are, respectively, Colgate Palmolive USA and Gilbert France brand. The ease use of these two disinfectants in drinking water treatment justified their choice for this study. The combination concentrations of each disinfectant used ranged from 0. Na. OCl and H2. O2, respectively. These concentrations were evaluated by simple method of dilution of crude solution obtained directly from the supplier. The choice of these combination concentrations is justified by their synergistic action. To count the surviving bacteria after disinfection treatment, sterile Na. Cl solution 8. 5 gL was used as a diluent. The substrate used is high dense polythene. It differs from radical low dense polythene and linear low dense polythene by the molecular structure of its sparsely branched chains and its relatively high resistance to shocks, high temperatures, and ultraviolet rays 2. It is a plastic piping material obtained directly from the supplier and used in drinking water distribution. The high dense polythene is obtained by polymerization of the macromolecules of polyolefin family. This polymerization is obtained from gaseous ethylene according to the following equation 2. The polythene used in this study is commercialized by Goodfellow SARL France. Determination of Activity of Disinfectants Alone or in Combinations.