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Solids concentration heterogeneity

Nevertheless, surfactant sorption isotherms on natural surfaces (sediments and biota) are generally non-linear, even at very low concentrations. Their behaviour may be explained by a Freundlich isotherm, which is adequate for anionic [3,8,14,20,30], cationic [7] and non-ionic surfactants [2,4,15,17] sorbed onto solids with heterogeneous surfaces. Recently, the virial-electrostatic isotherm has been proposed to explain anionic surfactant sorption this is of special interest since it can be interpreted on a mechanistic basis [20]. The virial equation is similar to a linear isotherm with an exponential factor, i.e. with a correction for the deviation caused by the heterogeneity of the surface or the energy of sorption. [Pg.647]

Aqueous salt solutions are particularly volatile in a dry gas, and they become supersaturated as evaporation proceeds, for in the absence of solid boundaries heterogeneous nucleation does not occur. Homogeneous nu-cleation of crystals ultimately occurs to complicate the scattering process. Highly supersaturated solutions can be examined using droplet levitation, and studies related to concentrated electrolyte solutions are surveyed later. [Pg.44]

We can consider two cases, the first one is when a steep solid concentration exist due to the high density of the particles and/or the wide range of the particle sizes. In such cases the slurry is treated as a heterogeneous solid/liquid two-phase system. [Pg.319]

Indeed, in the former case it is possible to indicate for each substance A, A2 and A3 the corresponding mass, mh or concentration, ch and to characterise the rate of their formation using three derivatives dm/dt or dcjdt (i = 1, 2, 3), whereas in the latter case it is only possible to indicate that part, dth of the differential time, dt, which is necessary for the completion of the z-th step of the process. In general, each dtf is a function of both x and dx. The sum of dU is equal to the time, dt, during which the thickness of a growing layer increases by dx (or its mass by dm) since any consecutive step of a chain of successive steps can only start in a solid-state heterogeneous system after the full completion of the preceding step. [Pg.19]

Therefore, for coal burning, neglecting radial gas dispersion and radial heterogeneity of solids concentration might be acceptable. Gas-solid flow can thus be simplified to a one-dimensional model with axial distributions only. [Pg.360]

Planning to optimize slurry preparation. The slurries must have analyte concentrations that are appropriate for the analyte line selected. The factors of interest include homogeneity of the solid, distribution of the analyte in the solid, density, particle size and analyte partitioning in the slurry. If the analyte distribution in the solid is heterogeneous, one must strive for very small (< 10 pm) particles. The minimum mass required for analysis based on particle size and density should be computed. The volume-to-volume ratio (solid volume/liquid volume ratio) should be computed in order to ensure that it is lower than 0.25. [Pg.68]

Crossflow design. This nebulizer suffers from relatively reduced analytical sensitivity and precision if compared with the concentric one. It is devised for routine use and is probably the best choice for samples that contain a high concentration of dissolved solids or heterogeneous samples with small contents of undissolved matter. The aerosol is produced on the nebulizer tip where the drained sample collides with a perpendicular jet of argon gas. [Pg.301]

As aheady mentioned, the Freundhch adsorption isotherm, unlike the others in Table 5.2, does not become linear at low concentrations, but remains convex to the concentration axis. Moreover, it does not show a saturation or limiting value. Hence, for the Freundhch adsorption isotherm in Table 5.2 F, is a parameter scaling the adsorption (rather than saturation adsorption). This isotherm can be derived assuming that the surface (as a rule solid) is heterogeneous. Consequently, if the data fit the Freundhch equation, this is an indication, but not a proof, that the surface is heterogeneous. ... [Pg.148]

The other extreme of slurry behavior in a horizontal pipe, heterogeneous flow, is characterized by a pronounced variation in the local solids concentration with position in the pipe. The particle settling velocity in this case is high. This implies that the density of the solid particles is higher than the working fluid, for example, sand-water slurry... [Pg.185]

Heterogeneous slurries. Concentration gradients exist along the vertical axis of a horizontal pipe even at high flow rates the fluid phase and the solid phase retain their separate identities. These slurries tend to be of lower solids concentration and have larger particle sizes than homogeneous slurries. [Pg.284]

The primary objective in designing a slurry system is to select a practical velocity/diameter combination which carries the solids and results in reasonable pressure losses. A practical design velocity depends not only upon the physical properties of the solid and liquid, but also on the solids concentration in the stream. A velocity in the range of 4 to 7 feet per second is usually practical and economical however velocities above 7 feet per second may be necessary for strongly heterogeneous slurries. Pipe abrasion is a consideration at about 8 to 10 feet per second, and can be serious at higher velocities. [Pg.285]

Certain errors can occur in evaluating the density of solids with heterogeneous mixtures. If the heavier slurry particles settle out and a sample is taken, it may reflect a greater density of finer particles. Due to these possible sources of error, the engineer is encouraged to measure the density of the slurry mixture after proper mixing, and to use the data on concentration by weight or by volume to work back to the density of the solids. [Pg.35]


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See also in sourсe #XX -- [ Pg.315 ]




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