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Wastewater reduction

Practically wastewater reuse in another cleaning cycle can only be done in steps two, three and four. The water from the first step has a very high contaminant concentration, and reuse of this water in another cleaning operation would not achieve significant wastewater reductions. The wastewater from the other three steps has relatively low concentrations of contaminants and reuse of the water is feasible. In the application of the derived methodologies to the case study, the last three steps were modelled as one processing step. [Pg.149]

The number of binary variables for both the MILP and MINLP was 112 with 4 time points. The solution was found in 0.89 CPU seconds using the same processor as in the previous example. The objective function had a final value of 3684.61 kg of water. If wastewater recycle/reuse had not been considered the amount of effluent would have been 4274.40 kg, thus a wastewater reduction of 13.8% is achieved. The value of objective function for MILP and MINLP were not the same in this case, which means the final solution obtained is not globally optimal (Gouws et al., 2008). The value of the objective function from the MILP was only marginally lower being 3678.84 kg. [Pg.215]

Muta-Chromoplate Kit from wastewater, reduction of respiratory activity Modified version of Ames test [55]... [Pg.32]

Based on extensive experience in wastewater reduction and recovery experience at Bristol Labs (Syracuse, NY) and at the Upjohn Company (Kalamzoo, Michigan), the following practices have been recommended for waste control and recovery of byproducts in pharmaceutical industries [8,9,36,37] ... [Pg.177]

In some cases (particularly reactive dyes) dyes can pass the aerobic, anaerobic degradation step and colored water is observed at the end of the treatment. In such cases a special treatment of the colored wastewater (reduction, adsorption, precipitation) has to be introduced [105,134-137]. In the presence of low concentrations of organic compounds, ozonation can be used as a final polishing step. [Pg.392]

A second wastewater reduction method with a high implementation potential is the reuse of rinsewater. Electroplating operations use rinsewater at several stages in the process, and it is often possible to use the same stream at more than one stage. The main problem with... [Pg.59]

Company 3 P2 Wastewater Reduction of Began collecting 75,000 gal/yr blood... [Pg.2242]

Today drastic wastewater reduction by new process COO ca.3tta)... [Pg.78]

For a given system, the synthesis of wastewater reduction and water conservation networks entails answering several questions including ... [Pg.169]

In addition, several review articles on process integration design tools for energy conservation and wastewater reduction design have been published [15-17], Finally, several books solely devoted to these topics in detail have recently been published [18,19]. [Pg.170]

Graphical Design Tools for Retrofitting Processes for Wastewater Reduction by Designing Water Recycle Networks... [Pg.179]

Dunn, R.F. and Wenzel, H. (2001) Process integration design methods for water conservation and wastewater reduction in industry, part 1 design for single contaminants. Clean Products... [Pg.191]

The following subsections summarize observations and conclusions drawn from the reported study. Included in the discussion are factors such as the application of membrane processes for wastewater reduction, benefits of the system, other apphcable wastewaters, site characteristics and constraints, and unique handling requirements. [Pg.169]

Changes in fluid compositions include the reduction and removal of zinc from hydrauHc fluids. Zinc-free antiwear hydrauHc fluids, which may be ashless and free of phenol, were developed to meet wastewater treatment regulations for industrial sites by reducing the discharge of heavy metals and phenol into waterways. [Pg.267]

Phenol can be oxidi2ed and hence removed, ie, to levels <20 / g/L, from wastewater (248). Moreover, addition of potassium permanganate to the return activated sludge results in reduction of odors issued from the aeration tanks of conventional activated sludge wastewater treatment plants without any change occurring to the microbiology of the system (249). [Pg.528]

Silver sulfate has been described as a catalyst for the reduction of aromatic hydrocarbons to cyclohexane derivatives (69). It is also a catalyst for oxidation reactions, and as such has long been recommended for the oxidation of organic materials during the deterrnination of the COD of wastewater samples (70,71) (see WASTES, INDUSTRIAL WATER, INDUSTRIAL WATERTTEATI NT). [Pg.92]

In removing excess free chlorine from municipal or industrial water and from wastewater, sodium sulfite competes with bisulfite or sulfur dioxide. Other commercial appHcations of sodium sulfite in wastewater treatment include the reduction of hexavalent chromium to the less toxic Cr " salts as well as the precipitation of silver and mercury. [Pg.149]


See other pages where Wastewater reduction is mentioned: [Pg.85]    [Pg.282]    [Pg.14]    [Pg.168]    [Pg.169]    [Pg.169]    [Pg.181]    [Pg.85]    [Pg.282]    [Pg.14]    [Pg.168]    [Pg.169]    [Pg.169]    [Pg.181]    [Pg.403]    [Pg.442]    [Pg.287]    [Pg.304]    [Pg.481]    [Pg.178]    [Pg.153]    [Pg.155]    [Pg.99]    [Pg.150]    [Pg.421]    [Pg.164]   
See also in sourсe #XX -- [ Pg.85 ]




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Wastewater minimization/reduction

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