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Wastewater treatment plants discharges from

FIGURE 21.9 Schematic diagram of the IP Jay Paper Mill showing points of discharge to wastewater treatment plant. (Taken from U.S. EPA, International Paper XL-2 Effluent Improvements Project, Final Report, U.S. EPA, Maine Department of Environmental Protection, Jay, Maine, September 6, 2005.)... [Pg.899]

Batt AL, Bruce IB, Aga DS (2006) Evaluating the vulnerability of surface waters to antibiotic contamination from varying wastewater treatment plant discharges. Environ Pollut 142 295-302... [Pg.239]

Samples from municipal wastewater treatment plants and samples of industrial discharges often are collected as 24-h composites. Samples are obtained using an automatic sampler that periodically removes individual grab samples. The volume of each sample increment and the frequency of sampling may be constant or may vary in response to changes in flow rate. [Pg.194]

In secondary wastewater treatment plants receiving silver thiosulfate complexes, microorganisms convert this complex predominately to silver sulfide and some metallic silver (see Wastes, INDUSTRIAL). These silver species are substantially removed from the treatment plant effluent at the settling step (47,48). Any silver entering municipal secondary treatment plants tends to bind quickly to sulfide ions present in the system and precipitate into the treatment plant sludge (49). Thus, silver discharged to secondary wastewater treatment plants or into natural waters is not present as the free silver ion but rather as a complexed or insoluble species. [Pg.92]

Recent air pollution regulations limit the amount of volatile organic carbon (VOC) that can be discharged from wastewater treatment plants. Benzene is a particular case in which air emission controls are required if the concentration of benzene in the influent wastewater exceeds 10 mg/L. [Pg.223]

Certain refinery wastewater streams are treated separately, prior to the wastewater treatment plant, to remove contaminants that would not easily be treated after mixing with other wastewater. One such waste stream is the sour water drained from distillation reflux drums. Sour water contains dissolved hydrogen sulfide and other organic sulfur compounds and ammonia which are stripped in a tower with gas or steam before being discharged to the wastewater treatment plant. [Pg.97]

U.S. EPA, NPDES, and ECEDR for Discharges from Wastewater Treatment Plants... [Pg.919]

Generally, water is used in this plant to cool, leach, filter wash, scrub, heat, and washdown. The unreacted ore is slurred and sent, along with chromium and other impurities originally present in the ore, to the treatment plant. The boiler blowdown, which is sometimes contaminated with chromium escaping from the process area, adds to the volume of wastewater coming from the plant. The non-contact cooling water from the plant contains dissolved sulfate, chloride, and chromate thus it is sent to a wastewater treatment plant. The scrubber water may be used to slurry the ore or discharged. [Pg.941]

Chemical pollution From a qualitative point of view, an important common issue is the excess of chemicals (fertilisers and pesticides) associated with agrarian and livestock farming diffuse sources and the point-source discharge of (treated and untreated) sewage water. Industrial point-source pollution is not addressed as a relevant issue, but it is assumed that industries operate following the legal rules and only the incomplete elimination of industrial chemicals in urban wastewater treatment plants is perceived as a problem. [Pg.414]

Pesticides in wastewaters come typically from point sources of contamination such as disposal sites and landfills where industrial or agricultural wastes are buried without any consideration, as well as discharges from industrial effluents from pesticide production plants. Furthermore, nonpoint sources derived from regular agricultural activities, especially in intensive agricultural areas, and accidental spills can also be significant. Urban use of pesticides is also possible in large cities where the use of herbicides and insecticides may result in runoff into the sewers. These sewers in turn may expel pesticides into wastewater treatment plants (WWTPs). [Pg.53]

Surfactants and their biotransformation products enter surface waters primarily through discharges from wastewater treatment plants (WWTPs). Depending on their physicochemical properties, surface-active substances may partition between the dissolved phase and the solid phase through adsorption onto suspended particles and sediments [1,2]. Several environmental studies have been dedicated to the assessment of the contribution of surfactant residues in effluents to the total load of surfactants in receiving waters. This contribution reviews the relevant literature describing the presence of linear alkylbenzene sulfonates (LASs) and in particular of their degradation products in surface waters and sediments (Table 6.3.1). [Pg.724]

In some instances, discharge is made directly to a sewer where it subsequently passes through a wastewater treatment plant. Due to the adverse effects that high salinity can have on these plants, this is generally only suitable with small flows of concentrate into relatively large treatment facilities. Due to its low salinity, concentrate from both microhltration and ultrahltration plants is often discharged to sewer (Schliephake et al. 2005). [Pg.37]

The dinitro product is then cooled and filtered (the spent acid hquor is recoverable), the cake is washed with water, and the resulting washwater is sent to the wastewater treatment plant. The dinitro compound is then dissolved in an appropriate solvent and added to the amination reactor with water and soda ash. An amine is then reacted with the dinitro compound. The crude product is passed through a filter press and decanter and finally vacuum distilled. The saltwater layer from the decanter is discharged for treatment. The solvent fraction can be recycled to the reactor, and vacuum exhausts are caustic scrubbed. Still bottoms are generally incinerated. [Pg.505]

Figure 2.7 Number of PPCPs (top panel) and total concentration of analytes (bottom panel) found at 10 wastewater treatment locations witbin tbe United States. Samples were taken from an immediate up-stream location, tbe wastewater effluent, and two points, DS1 and DS2 downstream of tbe plant. DS2 was always further downstream compared to DSl. The plant in Arizona did not have any up-stream point as the stream was entirely a result of the treatment plant discharge. (Based on data from Glassmeyer et al., 2005.)... Figure 2.7 Number of PPCPs (top panel) and total concentration of analytes (bottom panel) found at 10 wastewater treatment locations witbin tbe United States. Samples were taken from an immediate up-stream location, tbe wastewater effluent, and two points, DS1 and DS2 downstream of tbe plant. DS2 was always further downstream compared to DSl. The plant in Arizona did not have any up-stream point as the stream was entirely a result of the treatment plant discharge. (Based on data from Glassmeyer et al., 2005.)...

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See also in sourсe #XX -- [ Pg.16 , Pg.17 , Pg.17 , Pg.66 , Pg.67 , Pg.188 , Pg.189 , Pg.190 , Pg.206 ]




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