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Treatment of industrial wastewater

W. W. Eckenfelder, Jr. and J. L. M xsX.e-un2vn, Activated S ludge Treatment of Industrial Wastewater, Technomic Publishing Company, Lancaster, Pa.,... [Pg.173]

The nitrifying organisms are relatively sensitive to many toxic organics, so that the treatment of industrial wastewaters requires special attention to the presence of toxics. [Pg.189]

J. Katz (ed.). Ozone and Chlorine Dioxide Technology for Disinfection of Drinking Water, Noyes Data Corp., Park Ridge, New Jersey, 1980, 659 pp. R. G. Rice and M. E. Browning, Ozone Treatment of Industrial Wastewater, Noyes Data Coip., Park Ridge, New Jersey, 1981, 371 pp. [Pg.611]

Eckenfelder WW and Musterman JL (1995) Activated Sludge Treatment of Industrial Wastewater, Technomic Publishing. [Pg.623]

Table 14d. Recent Three-Phase Biofluidization Research on Treatment of Industrial Wastewater... Table 14d. Recent Three-Phase Biofluidization Research on Treatment of Industrial Wastewater...
Bersier J, Bersier PM (1991) Electrochemical treatment of industrial wastewaters, scope and limitations, 42nd ISE Meeting, Montreux, Switzerland, August 25-30, 5-11... [Pg.232]

Typical Processing Steps. The range of treatment processes is also quite variable. A generalized flowsheet of the unit operations that represents the state-of-the-art in the treatment of industrial wastewater from the petroleum/petrochemical industry is shown in Figure 9 (29,32). The unit operations included in this system are as follows ... [Pg.37]

Tab. 13.5. This reduction rate is based on water inlet concentration and NF-permeate outlet concentration. It has to be kept in mind, however, that part of the COD will also be removed from the system by excess sludge, so that the reduction rate numbers are not indicative for the COD conversion rate. COD reduction in the treatment of industrial wastewater is 95%, while in the treatment of landfill leachates lower elimination rates have been found. However, in the treatment of landfill leachates, the application of NF as the second treatment step increased the COD reduction rate by 9 to 17% compared with the process without NF. Tab. 13.5. This reduction rate is based on water inlet concentration and NF-permeate outlet concentration. It has to be kept in mind, however, that part of the COD will also be removed from the system by excess sludge, so that the reduction rate numbers are not indicative for the COD conversion rate. COD reduction in the treatment of industrial wastewater is 95%, while in the treatment of landfill leachates lower elimination rates have been found. However, in the treatment of landfill leachates, the application of NF as the second treatment step increased the COD reduction rate by 9 to 17% compared with the process without NF.
The anaerobic hybrid reactor is generally a combination of suspended growth and attached growth systems. Recently, this technology has become popular in the treatment of industrial wastewater, in particular in cases of high-strength wastewater. It has been reported that this... [Pg.194]

Gulyas, H. von Bismarck, R. Hemmerling, L. Treatment of industrial wastewaters with ozone/ hydrogen peroxide. Water Sci. Technol. 1995, 32 (7), 127-134. [Pg.232]

This technology is applicable to the treatment of industrial wastewater and contaminated groundwater. The same technology can also be used to effectively destroy airborne contaminants in the off-gases from industrial processes, air strippers, or soil vapor extraction operations. [Pg.769]

Rice R G (1981) Ozone Treatment of Industrial Wastewater, Section 7 Biological Activated Carbon 332-371, ISBN 0-8155-0867-0 USA. [Pg.175]

Anja Kornmiiller, Dipl.-lng. in environmental engineering, started her work on ozonation with two phase systems, and has since moved on to three phase systems. She is also the executive director of the Cooperative Research Center Sfb 193 Biological Treatment of Industrial Wastewater at the Technical University Berlin. She contributed Section B 6.3 to this book. [Pg.201]

Sweeny K. H. (1981) Reductive treatment of industrial wastewaters. I. Process description. AIChE Symp. Ser., 67-71. [Pg.158]

Rice RG, Browning ME. Ozone treatment of industrial wastewater. Pollution Technology Review No. 84. Park Ridge, NJ Noyes Data Corporation, 1981. [Pg.72]

Sweeny KH. The reductive treatment of industrial wastewaters II. Process applications. AIChE Symp Ser 1981 77 72-78. [Pg.300]

Morkovsky PE, Kaspar DD, Petru JM. Process and apparatus for electro-coagulative treatment of industrial wastewater. PCT Int Appl WO 9926887 Al, 1999. [Pg.309]

Ouattara, L., Chowdhry, M.M. and Comninellis, Ch. (2004) Electrochemical treatment of industrial wastewater. New Diam. Front. Carbon Technol. 14,239-247. [Pg.24]

Iniesta, J., Exposito, E., Gonzalez-Garcia, J., Montiel, V. and Aldaz, A. (2002) Electrochemical treatment of industrial wastewater containing phenols. J. Electrochem. Soc. 149, D57-D62. [Pg.51]

Ricardo, A.T., Victor, S. and Walter, T. (2003) Electrochemical treatment of industrial wastewater containing 5-amino-6-methyl-2-benzimidazolone. Toward an electrochemical-biological coupling. Water Res. 37,3118-3124. [Pg.352]

The UASB digester was introduced at the beginning of the 20th century, and after numerous modifications it was put into commercial use in the Netherlands for the treatment of industrial wastewater generated by the food industry. [Pg.282]

The use of membrane-based separation methods for gas separation is being routinely done in the industry. Reverse osmosis (RO) and ultrafiltration (UF) technologies are also very popular in treatment of industrial wastewater. Nevertheless, ultrafil-... [Pg.906]

A long SRT combined with high MLSS concentrations results in a low-sludge yield. Sludge minimization is particularly an important advantage in the treatment of industrial wastewater, because such sludge is frequently classified as hazardous waste and therefore requires expensive treatment and disposal. [Pg.1008]

The purpose of this chapter is to review the critical factors contributing to MBR process performance and to report recent advancements in key areas. Coverage is directed toward membrane separation bioreactors, although recent developments in membrane biofilm reactors will be briefly discussed. Much of the current MBR research effort is directed toward municipal wastewater applications however, substantial commonalities exist with respect to industrial wastewater appheation and where possible, reference is made to the specific aspects of the technology when applied to the treatment of industrial wastewater. [Pg.1008]

The objective of this case study is to show the potential of electrosorption membranes and their application in the treatment of industrial wastewater. A complete report on this study was submitted to the Water Research Commission of South Africa who funded the research (Report number 964/1/02) [76]. A procedure for the preparation and testing of electrosorption material in the form of plates was established by Belyakov, who optimized the following properties of the plate electrosorption membranes [77] ... [Pg.1079]

D.J. Wilson, E. L. Thackston, Foam flotation treatment of industrial wastewaters Laboratory and pilot scale, EPA-600/2-80-138, June 1980. [Pg.322]

See other pages where Treatment of industrial wastewater is mentioned: [Pg.166]    [Pg.190]    [Pg.340]    [Pg.197]    [Pg.97]    [Pg.30]    [Pg.237]    [Pg.43]    [Pg.387]    [Pg.105]    [Pg.248]    [Pg.360]    [Pg.237]    [Pg.376]    [Pg.32]    [Pg.373]    [Pg.49]    [Pg.166]    [Pg.190]    [Pg.1012]   
See also in sourсe #XX -- [ Pg.118 ]



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