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Model water treatment

Gytirek, B.L. and Finch, G.R. (1998) Modeling water treatment chemical disinfection kinetics. J. [Pg.200]

Heat Transfer in Rotary Kilns. Heat transfer in rotary kilns occurs by conduction, convection, and radiation. In a highly simplified model, the treatment of radiation can be explained by applying a one-dimensional furnace approximation (19). The gas is assumed to be in plug flow the absorptivity, a, and emissivity, S, of the gas are assumed equal (a = e ) and the presence of water in the soHds is taken into account. Energy balances are performed on both the gas and soHd streams. Parallel or countercurrent kilns can be specified. [Pg.49]

Some manufacturers of this type of boiler claim that water treatment of any kind is not necessary and that no chemicals are required, especially with smaller units below, say, 240 kWh (800 lb/hr). Instead they rely on the on-off expansion-contraction cycles within the vessel to drop scale from the heating elements, or on a daily manual flush of the boiler vessel together with frequent replacement of elements and periodic acid cleaning. (Some improved design models thankfully have an automatic flush system that is actuated upon boiler shutdown.)... [Pg.25]

Research into swimming pool water treatment has been conducted on both the bench and pilot scale at the School of Water Sciences at Cranfield University over the past six years. Much of this has been sponsored jointly by the Engineering and Physical Sciences Research Council (EPSRC) and the Pool Water Treatment Advisory Group (PWTAG). The most recent work has been based on a 2.2m3-capacity pilot plant (Figure 5), a one-seventh linear scale model of an actual operating pool, incorporating all conventional unit... [Pg.141]

Fig. 4 GREAT-ER - refinement of generic regional exposure models, by taking into consideration actual discharge pathway, river flow and waste water treatment plant (WWTP) (as described... Fig. 4 GREAT-ER - refinement of generic regional exposure models, by taking into consideration actual discharge pathway, river flow and waste water treatment plant (WWTP) (as described...
Xu P, Quian XM, Wang YX, Xu YB (1996) Modelling for waste water treatment Rhodop-seudomonas palastris Y6 immobilized on fiber in a columnar bioreacter. Appl Microbiol Biotechnol 44 676-682... [Pg.38]

Adsorption kinetic and adsorption isotherm of pesticide metobromuron at the high area ACC were investigated in relation to water treatment. The ACC used in this study seems to be quite effective in adsorption of metobromnron from aqueous solutions. Adsorption of that pesticide was found to follow second-order kinetic model and the adsorption isotherm is well represented by Frenndlich model. [Pg.232]

In the previous discussion, the electron-nucleus spin system was assumed to be rigidly held within a molecule isotropically rotating in solution. If the molecule cannot be treated as a rigid sphere, its motion is in general anisotropic, and three or five different reorientational correlation times have to be considered 79). Furthermore, it was calculated that free rotation of water protons about the metal ion-oxygen bond decreases the proton relaxation time in aqua ions of about 20% 79). A general treatment for considering the presence of internal motions faster than the reorientational correlation time of the whole molecule is the Lipari Szabo model free treatment 80). Relaxation is calculated as the sum of two terms 8J), of the type... [Pg.143]

In the case of biological contamination, the identification of risk became obvious by experience, the risk assessment was made unambiguous by epidemiology, and the immediate and obvious effectiveness of the risk management decisions demonstrated their wisdom in the absence of elegant quantitative risk extrapolation models and projections of costs per case averted. Costs of water treatment and distribution became trivial relative to almost all other essential commodities, and in the public expectation the biological safety of drinking water became axiomatic. [Pg.677]

It is possible to use this OH° concentration to predict k for the oxidation of other compounds under the same conditions. Von Gunten et al. (1995) calculated the actual concentration of OH° using this general and easy way for the ozonation of surface water at neutral pH in a two-stage pilot plant. Atrazine was used as the model compound, ozone decay was assumed to be of first order and the reactors completely mixed. Based on this model they were able to precisely predict the formation of bromate (Br03 ) by oxidation of bromide (Br ) for a full-scale water treatment plant. Bromate is a disinfection byproduct (DBP) of the ozonation of bromide-containing waters, and of concern because of its carcinogenic effects in animal experiments (see also Chapter A 3). [Pg.130]

Ferguson, Robert J. Freedman, A. J. Fowler, G. Kulik, A. J. Robson, J. Weintritt, D. J. The Practical Application of Ion Association Model Saturation Level Indices to Commercial Water Treatment Problem Solving. American Chemical Society, USA, August 1994. [Pg.452]

Modeling and optimization of pertraction into emulsion in HF contactors is discussed in refs. [77, 138]. The design and optimization of a network of HF contactors with minimum cost that permits the selective separation and recovery of anionic pollutants, for example, Cr(VI), using BLME process for groundwater remediation is presented in ref. [139] and for waste-water treatment in ref. [140]. [Pg.525]

Most aquatic oxidation reactions are attributable to well-defined chemical oxidants. As a result, model systems can be designed where second-order rate constants can be determined precisely for families of organic congeners. The comparatively high quality of these data allows mechanistic models of electron transfer to describe aquatic oxidations of environmental interest. Kinetic studies of these processes have produced many QSARs, mostly simple empirical correlations with common convenient descriptors such as the Hammett constant (a), half-wave oxidation potential ( j/2)> energies of the highest occupied molecular orbital ( HOMO), or rate constants for other oxidation reactions as descriptors (Canonica and Tratnyek, 2003). Their predictive power has lead to engineering applications in water treatment and remediation. [Pg.326]

Also, the release of wastewater into natural environmental reservoirs is another concern recycling of wastewater is already in progress in countries where the lack of water is a national problem [4]. Finally, academic interest exists because the study of these AOTs allows testing the application of some physical and chemical laws and engineering theories (mass, energy, and/or radiation conservation equations, kinetic modeling, absorption theories, etc.) to the environmental problems of water treatment. [Pg.12]

In another work, Laplanche et al. [129] used rate data on the ozone/ hydrogen peroxide oxidation of atrazine obtained in other studies, some of them from water-treatment plants, to check the feasibility of their kinetic model as far as the removal of atrazine was concerned. Calculated results included the variation of some intermediates. The authors demonstrated the suitability of the model and calculated results were very close to the experimental ones. [Pg.63]


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See also in sourсe #XX -- [ Pg.207 ]




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