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Adsorptive filtration

The water may be treated with on-site air strippers and carbon adsorption filtration systems. [Pg.713]

Dichlorobenzidine and its salts are collected from air matriees using adsorption/filtration approaehes (Morales et al. 1981 NIOSH 1994) and recovered from the adsorbent using methanol eontaining a small amount of triethylamine (TEA). The addition of TEA eonverts any salt to the eorresponding amine, thus rendering it soluble in the organic solvent. Limits of deteetion in the low g/m (low to sub-ppb) range have been reported. The compoimd 4,4 -methylenebis(2-chloroaniline) was reported to interfere with 3,3 -dichlorobenzidine (Morales et al. 1981 NIOSH 1994). [Pg.141]

T0826 U.S. Filter/Zimpro Products, Powdered Activated Carbon Treatment (PACT) T0838 United Retek Corporation, Asphalt Emulsion Stabilization T0849 University of Washington, Metals Treatment by Adsorptive Filtration T0862 Vortec Corporation, Cyclone Melting System (CMS)... [Pg.40]

T0849 University of Washington, Metals Treatment by Adsorptive Filtration T0857 Vendor Unknown, Calochroma Soil Washing... [Pg.91]

Frontal chromatography can also be called adsorptive filtration because it can be used for the purpose of filtration. The purification of gases and solvents are two classical applications of frontal chromatography. Another important use is the purification of proteins, where a frontal chromatography step is used in the initial purification procedure [2,3],... [Pg.722]

In water and wastewater treatment ozone is used for the following purposes 1) disinfection 2) oxidation of organic compounds, including removal of taste, odor, and color and 3) oxidation of inorganic com-pounds.f Ozone is usually used as pre-, intermediate-, or posttreatment with other processes such as sedimentation, adsorption, filtration, etc. [Pg.1993]

Metals Treatment at Superfund Sites by Adsorptive Filtration U.S. Environmental Protection Agency, 1993, EPA/540/SR-93/515. [Pg.91]

Very often, special filter systems are used for the separation of crude oil from water as a form of waste water cleaning. The principle in such filtration plants is not just ordinary filtration but is adsorptive filtration. The filter in such a plant consists of a layer of adsorbents. Adsorbents usually used are oxidative adsorbents or activated natural fibers. [Pg.308]

Solutions of constant metal concentrations at various pH values were added to aqueous suspensions of carbon pre-conditioned at the same pH. The amoimt of metal introduced was calculated by taking into consideration a monolayer of metallic precursor on the carbon surface, neglecting the area developed by the micropores. It corresponds to a loading of Pd(9.52wt%)/C or Au(9.52wt%)/C. The amount of non-adsorbed Pd or Au was determined after 24 hours by atomic absorption spectrometry of the adsorption filtrates. [Pg.80]

The DLVO-Lifshitz theory should be regarded as a principal mechanism governing the adsorption of viruses on various inorganic surfaces. This finding has direct application to problems concerning transport of viruses in aquatic systems and soils. It is possible that it could lead to the design and optimization of adsorption-filtration processes for removing viruses and other particulates from contaminated water. [Pg.130]

In recent years, a variety of methods, including flocculation, adsorption, filtration, oxidation, and electrolysis, have been carried out to remove contaminant from wastewater [28-32]. Therein, flocculation is one of the most widely applied methods in primary purification due to its low cost and easy operation [33-35]. [Pg.104]

The sample mixture should contain no strongly retained components and thin-layer chromatography can be used to check this (no trace should remain at the starting point). The sample may be cleaned by adsorptive filtration (suction filter with a coarse stationary phase) or column chromatography if required. This is of special importance in the case of reaction mixtures or samples of natural origin. A guard colunrn is essential if impurities or decomposition in the column cannot be fully ruled out. Losses can be avoided by ensuring that the sample loop is not filled to capacity (see Section 4.6). [Pg.287]

In LC, two sample introduction techniques can be distinguished the continuous and the discontinuous mode. Continuous sample introduction, also known as front analysis or adsorptive filtration, is often used for solvent cleanup. In this technique the sample solution is introduced continuously onto the column thus only the least-retained compound is obtained in the pure. state. [Pg.263]

Thus, the adsorption-filtration system is a self-regulating system. It realizes the removal of different organic contaminants from water. As a result, the amounts of removed contaminants can exceed many times the limit adsorption capacity of used adsorbent. At direct-flow filtration, the biocatalytic activity of bacterial colonies in the adsorption-filtering device is proportional to the concentration of organic contaminants in filtered water, the specific area of biofouling in the pore space of the filter, and the height of packed bed. The concentration of bio-decomposed adsorbates in the fluid as it enters and as it leaves the filter bed is defined by the following equation ... [Pg.493]

One of the most important factors for adsorptive filtration is the development of effective adsorbents to remove NO, SO, and so forth. Xiaowei et al. [Pg.101]

Causey, M.T. and Buettner, L.C., Pressure swing adsorption filtration proto-type scale. Study rV 2 Hexanol and isopropyl/methyl phosphonofluoridate (GB) pulse feed, ERDEC-TR-345, U.S. Army Edgewood Research, Development and Engineering Center (ERDEC), Aberdeen Proving Ground, Maryland, 1996. [Pg.253]

The success or failure of a polymer project depends on various parameters such as mobility ratio, recovery factor at the beginning of polymer flooding, and rock wettability. An essential parameter in this connection Is polymer loss in the reservoir during flooding, which may be due to adsorption, filtration, polymer retained in fluids not produced, polymer trapped in dead-end pores, or polymer clinging to rock material, among other factors. This paper presents a comparison of the retention values obtained in laboratory flood tests and actual polymer losses in selected field projects. [Pg.174]

Treatment methods for removal of dissolved oil are not covered in this text. However, the oil and gas industry is currently evaluating treatment methods such as bio-treatment, air stripping, adsorption filtration, and membranes. These designs are typically prototypical in nature and require a larger capital investment, a greater maintenance work effort, and more space and may result in by-products having... [Pg.269]


See other pages where Adsorptive filtration is mentioned: [Pg.17]    [Pg.239]    [Pg.76]    [Pg.1101]    [Pg.1102]    [Pg.68]    [Pg.430]    [Pg.239]    [Pg.478]    [Pg.99]    [Pg.824]    [Pg.91]    [Pg.11]    [Pg.37]    [Pg.343]    [Pg.493]    [Pg.100]    [Pg.110]    [Pg.345]    [Pg.101]    [Pg.130]    [Pg.476]    [Pg.115]   
See also in sourсe #XX -- [ Pg.343 ]




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