Big Chemical Encyclopedia

Chemical substances, components, reactions, process design ...

Articles Figures Tables About

Wastewater treatments

However, wastewater usually contains ammonium instead of nitrate, which should be previously oxidized. Ammonium oxidation to nitrate could be done in situ in a BES or in an external compartment. This concept was demonstrated by coupling a double-chamber MFC with a nitrifying bioreactor [131, 153] or by introducing a low dissolved oxygen concentration in the cathode [154,155]. [Pg.165]

An MEC has also been applied to treat domestic and industrial (winery and swine) wastewaters. Swine wastewater with a COD of 12-17 gl was treated with COD removal efficiencies ranging from 19 15 to 72 4%, with hydrogen recoveries of 17 7 to 28 d= 6% based on COD removal [147]. Organic matter removal efficiency and energy recovery were higher for MFC- than MEC-treated winery and domestic wastewaters. The energy recovery for winery wastewater in MFCs was 0.26 kWh kg COD compared with —0.32 kWh kg COD for MFCs. Hydrogen production costs of winery and domestic wastewaters with as MEC were determined as 4.51 kg H2 for winery wastewater and 3.01 kg H2 for [Pg.165]

Cell type Application Volume (ml) Operational mode Current (power) density Output Ref. [Pg.166]

2 Caustic soda production 3313 Lamellar-type reactor -1.77 V NaOH (3.4wt%) [150] [Pg.167]

Most of the wastewater from German pulp and paper mills is treated biologically, either in municipal treatment plants (18% of production volume) or in in-mill plants (74% of production volume). 4% of the annual paper volume is produced in mills with a totally closed water circuit which means that these mills are absolutely effluent free [2]. [Pg.423]

Fats present in wastewater are nondegradable, causing the generation of nnpleasant odors, foam formation, and solidification at low temperatures (Rigo et al., 2008). Lipases have potential applications in wastewater treatment, as they reduce fat and minimize byproduct formation by using mild conditions, and reducing energy needs and costs. [Pg.32]

7 EQUIPMENT SIZING AND CAPITAL COST ESTIMATION USING THE ASPEN ICARUS PROCESS EVALUATOR (IPE) [Pg.557]

This section is provided in the file Section 16.7.pdf on the CD-ROM that accompanies this book. It introduces Aspen IPE and shows how to estimate equipment sizes, purchase costs, installation costs, and the total permanent investment. Two examples are provided  [Pg.557]

Depropanizer distillation tower. This tower is presented on the CD-ROM (either [Pg.557]

HYSYS Separations — Distillation or ASPEN PLUS Separations — Distillation. Ref- [Pg.557]

Monochlorobenzene separation process. This process was introduced in Section 4.4, with simulation results using ASPEN PLUS provided on the CD-ROM (ASPEN PLUS — Principles of Flowsheet Simulation Interpretation of Input and Output — Sample Problem). Beginning with the file, MCB.bkp, the equipment sizes, purchase costs, and installation costs are estimated using Aspen IPE. [Pg.557]

The mechanical effects of cavitational collapse together with the production of radical species combine to provide the essential elements for water [Pg.347]

Ultrasound is particularly effective in surface decontamination where the cleaning action induced by cavitational collapse near a surface will [Pg.348]

2 Chemical decontamination. One of the major goals in waste-water treatment is the removal or destruction of chemical pollutants. Such materials may be of agricultural origin (e.g. pesticides) or from industry (e.g. effluent from chemical factories or stormwater run-off). Much effort has been devoted to this area using conventional technology and newer systems involving electro- and photochemistry. Over the past few years there has been extensive research into this field. [Pg.349]

The use of ultrasound for the destruction of dilute aqueous solutions of low molecular weight organic compounds (alcohols, ketones and aldehydes) at ambient temperature has been reported. An aqueous flow cell system was assembled to measure the oxidatively degraded formate and acetate products by on-line ion chromatography [48]. [Pg.349]

The degradation of a number of 2-, 3- and 4-chlorophenol, have been examined under pulsed sonolytic conditions (20 kHz, power, 50 W cm ) in air-equilibrated aqueous media [52]. These phenols are totally transformed to dechlorinated, hydroxylated intermediate products via first-order kinetics in a time of between 10 and 15 h. The process involves hydroxyl radical attack and at low concentrations of chloro-phenol the reaction takes place in the bulk solution whereas at the higher concentrations the reaction occurs predominantly at the gas bubble/liquid interface. [Pg.350]

Several characteristics are used to describe sewage. These include turbidity (international turbidity units), suspended solids (ppm), total dissolved solids (ppm), acidity (H ion concentration or pH), and dissolved oxygen (in ppm Oj). Biochemical oxygen demand (BOD) is used as a measure of oxygen-demanding substances. [Pg.120]

Waste from a municipal water system is normally treated in a publicly owned treatment works (POTW). In the United States, these systems are allowed to discharge only effluents that have attained a certain level of treatment, as mandated by federal law. One of the major objectives in the treatment of hazardous wastes, which usually have a high content of water, is to bring the water byproduct up to a quality that can be sent to a POTW for treatment and release. [Pg.121]


Wastewater treatment processes are generally classified in order as... [Pg.310]

TABLE 11.2 Comparison of Aerobic and Anaerobic Wastewater Treatments... [Pg.318]

Table 11.2 provides a summary of the main features of aerobic and anaerobic wastewater treatment. Aerobic treatment processes are generally restricted to BOD < 1000 mg/liter unless pure oxygen is used for aeration. [Pg.318]

Schroeder, E. D., Water and Wastewater Treatment, McGraw-Hill, New York, 1977. [Pg.320]

Figure 10.15 shows a simplified diagram for effluent gas and wastewater treatment. [Pg.405]

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]

Another important example of redox titrimetry that finds applications in both public health and environmental analyses is the determination of dissolved oxygen. In natural waters the level of dissolved O2 is important for two reasons it is the most readily available oxidant for the biological oxidation of inorganic and organic pollutants and it is necessary for the support of aquatic life. In wastewater treatment plants, the control of dissolved O2 is essential for the aerobic oxidation of waste materials. If the level of dissolved O2 falls below a critical value, aerobic bacteria are replaced by anaerobic bacteria, and the oxidation of organic waste produces undesirable gases such as CH4 and H2S. [Pg.345]

The urea produced is normally either prilled or granulated. In some countries there is a market for Hquid urea—ammonium nitrate solutions (32% N). In this case, a partial-recycle stripping process is the best and cheapest system. The unconverted NH coming from the stripped urea solution and the reactor off-gas is neutralized with nitric acid. The ammonium nitrate solution formed and the urea solution from the stripper bottom are mixed, resulting in a 32—35 wt % solution. This system drastically reduces investment costs as evaporation, finishing (priQ or granulation), and wastewater treatment are not required. [Pg.300]

Under the pressure of progressively more stringent government regulations with regard to permissible levels of residual NH and urea content in wastewaters, the fertilizer industry made an effort to improve wastewater treatment (see also Water, sewage). [Pg.308]

All process Hcensors also feature wastewater treatment systems. Stamicarbon guarantees the lowest NH —urea content and has plants in operation confirming the low NH —urea (1 ppm NH —1 ppm urea). This water is very satisfactory to use as boiler feed water. See Figures 16 and 17 for this system. [Pg.308]

The function of aeration in a wastewater treatment system is to maintain an aerobic condition. Water, upon exposure to air, tends to estabUsh an equihbrium concentration of dissolved oxygen (DO). Oxygen absorption is controlled by gas solubiUty and diffusion at the gas—hquid interface. Mechanical or artificial aeration may be utilised to speed up this process. Agitating the water, creating drops or a thin layer, or bubbling air through water speeds up absorption because each increases the surface area at the interface. [Pg.339]

Dissolved matter lowers oxygen solubihty. At 20°C and 101.3 kPa (1 atm), the equihbrium concentration of dissolved oxygen in seawater is 7.42 mg/L. It is 9.09 mg/L in chloride-free water and 9.17 mg/L in clean water. This lessening of oxygen solubihty is of importance to wastewater treatment. The solubihty of atmospheric oxygen in a domestic sewage is much less than in distilled water (12). [Pg.339]

N. A. Shapka, ed.. Wastewater Treatment in the Militay Explosives and Propellant Production Industy, Report NC-02T, 3 Vols., ADPA, Washington, D.C., 1975. [Pg.26]

The production building is only one part of a full-fledged fine chemicals plant. Apart from the multipurpose plant building there is usually an office and R D building, the warehouse, the maintenance shop, tank farms, the iaciaerator, and wastewater treatment faciUties. [Pg.439]

In the area of municipal and iadustrial wastewater treatment, the principal environmental issue is the toxicity of residual flocculating agents ia the effluent. Laboratory studies have shown that cationic polymers are toxic to fish because of the iateraction of these polymers with giU. membranes. Nonionic and anionic polymers show no toxicity (82,83). Other studies have shown that ia natural systems the suspended inorganic matter and humic substances substantially reduce the toxicity of added cationic polymer, and the polymers have been used successfully ia fish hatcheries (84—86). Based on these results, the EPA has added a protocol for testing these polymers for toxicity toward fish ia the presence of humic acids (87). The addition of anionic polymers to effluent streams containing cationic polymers to reduce their toxicity has been mentioned ia the patent Hterature (83). [Pg.37]


See other pages where Wastewater treatments is mentioned: [Pg.405]    [Pg.186]    [Pg.346]    [Pg.525]    [Pg.618]    [Pg.15]    [Pg.19]    [Pg.81]    [Pg.358]    [Pg.453]    [Pg.492]    [Pg.509]    [Pg.546]    [Pg.715]    [Pg.838]    [Pg.838]    [Pg.1063]    [Pg.1074]    [Pg.24]    [Pg.36]    [Pg.36]    [Pg.308]    [Pg.309]    [Pg.129]    [Pg.204]    [Pg.332]    [Pg.337]    [Pg.28]    [Pg.77]    [Pg.80]    [Pg.387]    [Pg.31]    [Pg.37]    [Pg.38]    [Pg.432]    [Pg.32]   
See also in sourсe #XX -- [ Pg.368 ]

See also in sourсe #XX -- [ Pg.197 ]

See also in sourсe #XX -- [ Pg.49 , Pg.333 ]

See also in sourсe #XX -- [ Pg.586 , Pg.623 , Pg.632 , Pg.641 , Pg.642 ]

See also in sourсe #XX -- [ Pg.190 , Pg.209 ]

See also in sourсe #XX -- [ Pg.106 , Pg.126 , Pg.131 ]

See also in sourсe #XX -- [ Pg.37 , Pg.38 , Pg.39 , Pg.40 , Pg.41 , Pg.42 , Pg.43 , Pg.575 ]

See also in sourсe #XX -- [ Pg.309 ]

See also in sourсe #XX -- [ Pg.199 , Pg.213 , Pg.229 ]

See also in sourсe #XX -- [ Pg.36 , Pg.195 , Pg.273 , Pg.275 , Pg.276 , Pg.277 ]

See also in sourсe #XX -- [ Pg.25 , Pg.63 , Pg.83 , Pg.98 ]

See also in sourсe #XX -- [ Pg.158 ]

See also in sourсe #XX -- [ Pg.368 ]

See also in sourсe #XX -- [ Pg.268 , Pg.269 ]

See also in sourсe #XX -- [ Pg.21 , Pg.30 , Pg.34 , Pg.39 , Pg.47 , Pg.63 , Pg.64 , Pg.104 , Pg.109 , Pg.111 , Pg.126 , Pg.127 , Pg.138 , Pg.147 , Pg.205 , Pg.207 , Pg.213 , Pg.218 , Pg.219 , Pg.229 , Pg.230 , Pg.233 , Pg.239 , Pg.247 , Pg.248 , Pg.259 , Pg.260 , Pg.266 , Pg.273 , Pg.448 ]

See also in sourсe #XX -- [ Pg.13 , Pg.22 ]

See also in sourсe #XX -- [ Pg.244 , Pg.259 ]

See also in sourсe #XX -- [ Pg.3 ]

See also in sourсe #XX -- [ Pg.2 , Pg.159 ]

See also in sourсe #XX -- [ Pg.274 , Pg.278 ]

See also in sourсe #XX -- [ Pg.106 , Pg.126 , Pg.131 ]

See also in sourсe #XX -- [ Pg.36 , Pg.195 , Pg.273 , Pg.275 , Pg.276 , Pg.277 ]

See also in sourсe #XX -- [ Pg.226 , Pg.227 ]

See also in sourсe #XX -- [ Pg.222 , Pg.224 ]

See also in sourсe #XX -- [ Pg.3 , Pg.7 ]

See also in sourсe #XX -- [ Pg.155 , Pg.156 , Pg.157 , Pg.158 , Pg.159 , Pg.160 , Pg.161 , Pg.162 , Pg.163 , Pg.164 , Pg.165 , Pg.166 , Pg.167 ]

See also in sourсe #XX -- [ Pg.76 , Pg.150 , Pg.156 , Pg.157 , Pg.215 , Pg.216 , Pg.234 ]

See also in sourсe #XX -- [ Pg.382 ]

See also in sourсe #XX -- [ Pg.409 , Pg.413 , Pg.421 , Pg.422 , Pg.423 , Pg.424 , Pg.425 ]

See also in sourсe #XX -- [ Pg.695 ]

See also in sourсe #XX -- [ Pg.7 , Pg.45 , Pg.77 , Pg.98 , Pg.103 , Pg.522 , Pg.601 , Pg.702 ]

See also in sourсe #XX -- [ Pg.121 ]

See also in sourсe #XX -- [ Pg.23 ]

See also in sourсe #XX -- [ Pg.151 ]

See also in sourсe #XX -- [ Pg.197 ]

See also in sourсe #XX -- [ Pg.27 , Pg.305 ]

See also in sourсe #XX -- [ Pg.310 ]

See also in sourсe #XX -- [ Pg.270 ]

See also in sourсe #XX -- [ Pg.568 ]

See also in sourсe #XX -- [ Pg.497 , Pg.536 ]

See also in sourсe #XX -- [ Pg.891 ]

See also in sourсe #XX -- [ Pg.15 , Pg.24 , Pg.72 ]

See also in sourсe #XX -- [ Pg.92 ]

See also in sourсe #XX -- [ Pg.198 , Pg.237 ]

See also in sourсe #XX -- [ Pg.84 , Pg.89 , Pg.106 , Pg.108 ]

See also in sourсe #XX -- [ Pg.327 ]

See also in sourсe #XX -- [ Pg.347 , Pg.365 , Pg.390 ]

See also in sourсe #XX -- [ Pg.2 ]

See also in sourсe #XX -- [ Pg.279 , Pg.489 ]

See also in sourсe #XX -- [ Pg.164 , Pg.165 , Pg.166 , Pg.167 ]

See also in sourсe #XX -- [ Pg.93 ]

See also in sourсe #XX -- [ Pg.477 ]

See also in sourсe #XX -- [ Pg.159 ]

See also in sourсe #XX -- [ Pg.905 ]

See also in sourсe #XX -- [ Pg.274 , Pg.275 , Pg.279 , Pg.287 ]

See also in sourсe #XX -- [ Pg.392 ]

See also in sourсe #XX -- [ Pg.305 , Pg.350 ]

See also in sourсe #XX -- [ Pg.423 , Pg.424 ]

See also in sourсe #XX -- [ Pg.586 ]

See also in sourсe #XX -- [ Pg.30 , Pg.391 ]

See also in sourсe #XX -- [ Pg.68 ]




SEARCH



Adsorption system, carbon wastewater treatment

Advanced Chemical Oxidation. (ACO) Treatment of Dye Wastewater

Advanced Membrane Technology for Wastewater Treatment

Advanced Oxidation Processes for Wastewater Treatments

Advanced oxidation process wastewater treatment

Advanced wastewater treatment

Aerobic treatment of wastewater

Aerobic treatment, wastewater

Alkyl sulfates wastewater treatment

Alkylphenol ethoxylates wastewater treatment

Anaerobic treatment of wastewater

Anionic surfactants wastewater treatment

Application of Filtration to Wastewater Treatment

Bioelectrochemical wastewater treatment

Biological wastewater treatment

Biological wastewater treatment, particle

Biological wastewater treatment, wetlands

Bioreactors for Wastewater Treatment

Catalytic treatment, technology wastewaters

Cationic surfactants wastewater treatment

Chelating agents wastewater treatment

Chemical treatment, wastewater

Chlor-alkali wastewater treatment process

Concentrate processing wastewater treatment

Copper sulfate wastewater treatment process

Dairy wastewater treatment

Determination of Mass Transfer Coefficient (kLa) in a Municipal Wastewater Treatment Plant (with PULSAR aerators)

Dyestuffs wastewater treatment

Economic wastewater treatment

Effluent wastewater treatment

Electrodialysis, wastewater treatment using

Electrosorption wastewater treatment

Energy wastewater treatment

Engineer wastewater treatment

Environmental considerations wastewater treatment

Environmental standards wastewater treatment

Fermentation wastewater treatment

Flotation-precipitation wastewater treatment

Flotation-precipitation wastewater treatment system

Food industry wastewater treatment

Food industry wastewater treatment aerobic

Food industry wastewater treatment anaerobic

Food industry wastewater treatment characteristics

Food industry wastewater treatment coagulation-flocculation

Full-scale wastewater treatment plant systems

Hybrid membrane systems industrial wastewater treatment

Hydrogen cyanide wastewater treatment process

Immobilization microorganisms, wastewater treatment

In Wastewater Treatment

Industrial wastewater treatment costs

Innovative flotation-filtration wastewater treatment

Innovative flotation-filtration wastewater treatment system

Japan wastewater treatment facility

Lagoons, wastewater treatment using

Life wastewater treatment

Liquid filtration industrial wastewater treatment

Liquid membrane system wastewater treatment

Liquid membranes wastewater treatment

MBR sewage and wastewater treatment

Mechanical aeration wastewater treatment

Medical applications wastewater treatment

Membrane bioreactors municipal wastewater treatment

Membrane operations wastewater treatment

Membrane unit operations wastewater treatment

Methane fermentation wastewater treatment

Municipal Wastewater Treatment Plant

Municipal Wastewater Treatment Plant MWTP)

Municipal wastewater treatment process alternatives

Municipal wastewater treatment sludge processing

Nickel sulfate wastewater treatment process

Nonylphenol ethoxylates wastewater treatment

Nonylphenols wastewater treatment

Oily wastewater chemical treatment

PHA-Based Nanocomposite Materials for Textile Dye Wastewater Treatment

Petroleum refinery wastewater treatment

Petroleum refinery wastewater treatment sludges

Photocatalytic Applications in Wastewater Treatment

Physical-Chemical Treatment of Municipal Wastewater

Primary treatment of wastewater

Real wastewater treatments

Residues as Bioadsorbents for Wastewater Treatment

Reverse osmosis wastewater treatment

Secondary treatment of wastewater

Secondary treatment wastewaters, reuse

Secondary wastewater treatment

Sewage discharges wastewater treatment

Sewage wastewater treatment

Sludge from wastewater treatment plants

Sludge wastewater treatment system

Sludge wastewater treatment system conventional activated

Sludge wastewater treatment system problems

Small volume wastewater treatment

Supported liquid membranes wastewater treatment application

Tank systems, wastewater treatment using

Tertiary treatment of wastewater

The third stage of wastewater treatment

Titanium dioxide wastewater treatment process

Treatment of Dye-Containing Wastewater

Treatment of industrial wastewater

Treatment plant for wastewaters

Urban Wastewater Treatment Directive

Urban wastewater treatment

Urban wastewater treatment Regulations

Utilities wastewater treatment

WASTEWATER IS PROCESSED BY TREATMENT FACILITIES

WATER AND WASTEWATER TREATMENT TECHNOLOGIES

Waste wastewater treatment

Wastewater Treatment Processes and Technologies

Wastewater Treatment Surface Chemistry Aspects

Wastewater Treatment and Control (Zeta Potential)

Wastewater Treatment by AOPs A Review of Recent Studies

Wastewater Treatment by Several AOPs

Wastewater Treatment for Pharmaceutics

Wastewater Treatment in Food Processing

Wastewater anaerobic treatment

Wastewater and Hazardous Materials Treatment Technology

Wastewater biological treatment aerobic

Wastewater biological treatment anaerobic

Wastewater biological treatment anoxic

Wastewater biological treatment attached growth

Wastewater biological treatment denitrification

Wastewater biological treatment nitrification

Wastewater biological treatment processes

Wastewater biological treatment suspended growth

Wastewater collection and treatment

Wastewater decolorization after treatment

Wastewater discharges treatment

Wastewater municipal sewage treatment

Wastewater photocatalytic treatment

Wastewater primary treatment

Wastewater primary treatment adsorption

Wastewater primary treatment chemical oxidation

Wastewater primary treatment flotation

Wastewater primary treatment solid separation

Wastewater primary treatment stripping

Wastewater tertiary treatment

Wastewater tertiary treatment adsorption

Wastewater tertiary treatment disinfection

Wastewater tertiary treatment filtration

Wastewater treatment (Vol

Wastewater treatment activated sludge process

Wastewater treatment adsorption capacity

Wastewater treatment advanced oxidation

Wastewater treatment advantages

Wastewater treatment alumina

Wastewater treatment and

Wastewater treatment and disposal

Wastewater treatment and management

Wastewater treatment biodegradation

Wastewater treatment biological) solids

Wastewater treatment chemical oxidation

Wastewater treatment chitin

Wastewater treatment consequences

Wastewater treatment constituents

Wastewater treatment current issues

Wastewater treatment discharge points

Wastewater treatment exemptions

Wastewater treatment facilities

Wastewater treatment fluoride

Wastewater treatment fouling

Wastewater treatment gas

Wastewater treatment hazards

Wastewater treatment high-strength

Wastewater treatment illicit drugs

Wastewater treatment importance

Wastewater treatment industrial

Wastewater treatment legislation

Wastewater treatment levels

Wastewater treatment membrane application

Wastewater treatment membrane bioreactor

Wastewater treatment membrane bioreactors

Wastewater treatment membrane bioreactors design

Wastewater treatment membranes

Wastewater treatment methods

Wastewater treatment nitrate removal

Wastewater treatment operating principle

Wastewater treatment operators

Wastewater treatment oxidative processes

Wastewater treatment performance

Wastewater treatment pharmaceuticals

Wastewater treatment photochemical AOPs

Wastewater treatment plant

Wastewater treatment plant concentrations

Wastewater treatment plant guidelines

Wastewater treatment plant performance

Wastewater treatment plant recommendations

Wastewater treatment plant removal efficiencies

Wastewater treatment plants constructing

Wastewater treatment plants discharges from

Wastewater treatment powdered activated carbon

Wastewater treatment pretreatment

Wastewater treatment primary, secondary, tertiary systems

Wastewater treatment processes

Wastewater treatment quantification

Wastewater treatment reagents used

Wastewater treatment sludge disposal

Wastewater treatment sludge processing

Wastewater treatment solids

Wastewater treatment synthetic dyes

Wastewater treatment system

Wastewater treatment system distributed

Wastewater treatment system environmental limits

Wastewater treatment system removal ratio

Wastewater treatment technologies

Wastewater treatment technologies, table

Wastewater treatment textile dyeing plant

Wastewater treatment trace contaminants

Wastewater treatment units

Wastewater treatment using liquid membranes

Wastewater treatment, Hitchens

Wastewater treatment, aluminum sulfate

Wastewater treatment, concentrate

Wastewater treatment, concentrate production

Wastewater treatment, foam

Wastewater treatment, inorganic chemicals

Wastewater treatment, inorganic chemicals general treatments

Wastewater treatment, inorganic chemicals industrial

Wastewater treatment, inorganic chemicals organic

Wastewater treatment, inorganic chemicals plants

Wastewater treatment, inorganic chemicals process

Wastewater treatment, inorganic chemicals process wastes

Wastewater treatment, inorganic chemicals production

Wastewater treatments municipal

Wastewater treatments radioactive

Wastewater washed treatment

Wastewater-treatment plant, aggregation

Wastewater-treatment plants, cost

Wastewater-treatment technologies, types

Water Quality and Wastewater Treatment

Water and wastewater treatment

Water resources wastewater treatment

Water treatment, wastewater, ozone

Water wastewater treatment

© 2019 chempedia.info