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Water treating step

A. In the substitute gas area, there are three processing steps involving water. They are the reaction step, the quench step, and the water treating step. The system involved and the data needed for process design in each step are ... [Pg.318]

From the corrosion point of view, it is very important to control the deposition of scale. Removal of deposited scale by mechanical means is the first step. Standard, industrial water-treating techniques can be used to control scale deposition in general. In deep, hot wells or geothermal wells it is best to avoid untreated makeup water (i.e., geothermal brines). [Pg.1280]

Trie previous installment in this senes, wtuch appeared In World Oil last March, inventoried waste water treating equipment installed downstream of the free water knockout. This installment adds another piece of equipment to the list—SP packs that can substitute for plate coalescers in some applications—and details how equipment is selected and sized to meet project requirements. Authors divide the design process into simple, easy-to-folow steps and demonstrate the procedure with an example problem. [Pg.176]

Produced water. The first step in choosing a water treating system is to characterize influent water streams. It is necessary to know both oil concentration and particle site distribution associated with this concentration. This is best determined from field samples and lab data. [Pg.177]

The specific surface preparation can be checked for effectiveness by the water-break free test. After the final treating step, the substrate surface is checked for a continuous film of water that should form when deionized water droplets are placed on the surface. A surface that is uniformly wet by distilled water will likely also be wet by the adhesive since the specific surface energy of water is 72 dyn/cm and of most organic adhesives is 30 to 50 dyn/cm. However, this test tells little about weak boundary layers or other contaminants that may be present on the substrate s surface but still be capable of wetting with water. [Pg.430]

It is also possible to treat allyl chloride with HOCl, transforming it to glycerin dichlorohydrin which, on action of NaOH, yields crude dilute glycerol consisting of a mixture of glycerol and NaCl in water. Final steps in the process are those of concentration, desalting and purification... [Pg.730]

The raffinate or spent acid from the extraction step comprises water, alkyl acid sulfate, dialkyl sulfate, and the conjunct polymers (probably associated with acid) formed in the alkylation, absorption and acid treating steps. The extract comprises the isobutane solvent, dialkyl sulfate, a relatively small... [Pg.296]

Upon leaving the reactor, the effluent enters a drtim where ammonia injection neutralizes the catalyst, forming salts subsequent water injection dissolves the salts removing them from the system. The scale of this washing operation is small because the catalyst concentration is low-- with only about 15 gpm of process water required for 1000 BPSD of isohexenes product. If required, a subsequent small treating step can be supplied with the unit to remove anions from the wash water. [Pg.335]

A by-product aqueous stream is generated in the first washing step that contains dissolved HCl, alkylate and AICI3. The uses for this byproduct depend upon its purity. It has been used directly in industrial waste water treating and it has been shown to effectively remove phosphate from municipal sewage. In Japan it is converted to polyaluminum chloride, a highly desirable coagulant for waste water. [Pg.360]

Important trends of double-mesopore structural development resulting from the water-treatment are revealed in Figure 2 by the N2 adsorption-desorption isotherms and the corresponding BJH pore size distribution based on the desorption branch for the representative samples mentioned above. The isotherm of the normally synthesized DMS simple shows a typical irreversible type IV adsorption isotherm with two separate, well-expressed HI hysteresis loops as defined by lUPAC at relative pressures p/po of 0.2-0.45 and that of 0.8-1.0, respectively. The first condensation step on the isotherm at p/pQ=0.2-0.45 is similar to that for usual MCM-41 materials, however, obviously, this inflection at higher relative pressures differs completely from that of previously-synthesized mesoporous materials in the aspect of their effects on the mesoporous frameworks of the product, namely, this material is of a clear double mesopore size distribution. After 1 day of postsynthesis hydrothermal treatment, the properties of the samples changed dramatically. Compared with the normally synthesized DMS sample, the water-treated sample at 373K shows more steep adsorption steps at 0.25-0.4p/po and 0.8-1.0p/po, respectively, suggesting that double-... [Pg.229]

The W. R. Grace Company of the US introduced this method to eliminate the water-washing step. The refined oil from the primary centrifuged is treated through the following steps ... [Pg.151]

The fihratt f om the water extractiufi step. wh[Pg.28]

The robustness of the method has been tested with varions matrices spiked Evian water, ozonated waters and final waters (ozonated and then treated with sodinm hypochlorite or chlorine dioxide). The resnlts are compared in Table 2.3 in which matrices A to C naturally contained bromate whereas Evian water was spiked at 5 and 10 ag/L (Ingrand etal, 2002). For Evian water and ozonated waters, concentrations obtained using the field method were in good agreement with the theoretical spiking. However, for final waters treated with sodium hypochlorite or chlorine dioxide, results showed that the disinfection step using sodium hypochlorite is a major somce of interference (deviations from 460 to 744 %). Disinfection using chlorine dioxide leads to lower interference (deviation 19%). [Pg.49]

The specific surface preparation can be checked for effectiveness by the water break-free test. After the final treating step, the substrate surface is checked for a continuous film of water that should form when deionized water droplets are placed on the surface. [Pg.785]

Conventional defluoridation systems employed in India such as adsorption using activated alumina or Nalgonda technique, which involves chemical precipitation with lime-alum mixture cannot remove all the impurities in a single step like RO does. RO can be scale-up to higher community-based capacities, which is not feasible in case of the aforementioned methods. Moreover, RO can also remove microbial content, which the conventional methods cannot. The price of water treated by RO is competent with other methods and more economical than ion-exchange process, which requires cumbersome regeneration procedures. [Pg.150]

Step 8. Inlet to water treating system is at too low a pressme for a hydrocyclone. Size a skim vessel upstream of the flotation imit. [Pg.203]


See other pages where Water treating step is mentioned: [Pg.319]    [Pg.319]    [Pg.11]    [Pg.466]    [Pg.551]    [Pg.730]    [Pg.167]    [Pg.211]    [Pg.99]    [Pg.264]    [Pg.46]    [Pg.624]    [Pg.230]    [Pg.290]    [Pg.2442]    [Pg.2723]    [Pg.375]    [Pg.730]    [Pg.1401]    [Pg.43]    [Pg.192]    [Pg.88]    [Pg.279]    [Pg.130]    [Pg.62]    [Pg.516]    [Pg.600]    [Pg.343]    [Pg.250]    [Pg.178]    [Pg.216]    [Pg.623]    [Pg.52]    [Pg.542]   
See also in sourсe #XX -- [ Pg.317 ]




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