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Salt distribution

When the membrane is homogeneous, the salt distribution coefficients are assumed to be identical at both sides of the membrane. The salt distribution coefficient is denoted as Kg, which relates the salt concentration in the membrane to the salt concentration in the bulk ... [Pg.257]

For a non-homogeneous membrane,both the diffusivity and salt distribution coefficient may vary as a function of position across the membrane. However, the steady-state conditions require that the molar salt flux and the total volume flux remain constant throughout the membrane. Therefore, the integrated expression,... [Pg.262]

Eq. (19) is still applicable to the non-homogeneous membrane system. Following the same scheme as for the case of the homogeneous membrane with the modified salt distribution coefficients ... [Pg.262]

Why this sort of salt distribution I reasoned that the entrained brine did not dry out until it reached the middle wheel. But, by the time it reached the last wheel, all the salt deposits that were going to accumulate in the compressor had done so. [Pg.391]

Delmau et al. (129) studied the self-association of fluorinated alcohols used as diluent modifiers for the selective extraction of cesium from caustic media by calixarene-crown ethers. They found that the salt distribution ratio is enhanced by the modifiers and explained this by a solubilization effect of the modifier due to its amphiphilic properties. [Pg.412]

Marcus, Y., Pross, E., and Hormadaly, J. Anion Solvation Properties of Protic Solvents. 2. Salt Distribution Study, J. Phys. Chem. 84 (1980), 2708-2715. [Pg.405]

If Soln. E is allowed to dry by evaporation at 0°C (Fig. 5.14c) or freezing to the eutectic (Fig. 5.14d), then the distribution of precipitated salts is similar to Soln. C except for the large increase in MgSC>4 salts (cf. Figs. 5.14a,b with 5.14c,d). Exactly the same suite of salts precipitate for Solns. C and E. Also, the eutectic temperature is the same (—35.4°C). For Soln. E, the salt quantities fall in the order (MgNa)SC>4 > NaCl > (MgCa)CC>3, in agreement with estimates of salt distribution on the Martian surface (Clark and Van Hart 1981). [Pg.133]

Fig. 1. Influence of evaporation on hydrodynamics (upper half) and salt distribution in the strip (no current applied) (lower half). A flow of buffer originates in each buffer compartment (B1 and Bn) with a velocity Vx and V2. The resultant Vf has a velocity Vf = 0 in the center of the strip (C). There is a corresponding increase in the quantity of salt. Quantity of Na (Q) plotted against distance d increases above the original quantity (A) toward the center of the strip (C). The different curves 1, 2, and 3 give the results after 1, 2, and 3 hours evaporation (A8). Fig. 1. Influence of evaporation on hydrodynamics (upper half) and salt distribution in the strip (no current applied) (lower half). A flow of buffer originates in each buffer compartment (B1 and Bn) with a velocity Vx and V2. The resultant Vf has a velocity Vf = 0 in the center of the strip (C). There is a corresponding increase in the quantity of salt. Quantity of Na (Q) plotted against distance d increases above the original quantity (A) toward the center of the strip (C). The different curves 1, 2, and 3 give the results after 1, 2, and 3 hours evaporation (A8).
Fxc. 2. Influence of evaporation on salt distribution according to the length and the width of the strip (no current applied). Apart from increasing toward the center of the strip, the salt concentration also increases toward the edges. Schematic representation of the two simultaneous evaporation flows explains the model. [Pg.6]

The buffer salts follow the same rule, and there is an exponential increase in the quantity of salt present in the strip. This is proved by the shape of the curves in Fig. 1. If evaporation were a linear phenomenon, salt distribution would show a linear increase. [Pg.6]

Fig. 2.11. Salt distributions in sand agglomerates [26] (31—44/im sand saturated aqueous solution of NaCl as bridging liquid dried at 110° C. (a) agglomerates contained no gelling agent (b) bridging liquid contained 10% w/v corn starch). Fig. 2.11. Salt distributions in sand agglomerates [26] (31—44/im sand saturated aqueous solution of NaCl as bridging liquid dried at 110° C. (a) agglomerates contained no gelling agent (b) bridging liquid contained 10% w/v corn starch).
The above equation shows the salt distribution due to nonvanishing coupling coefficient A. Nar. If the total rate of the chemical reaction is known, short-circuit and open-circuit experiments allow us to determine the straight and cross-coefficients. [Pg.532]

Erickson D. J., Merrill J. T., and Duce R. A. (1986a) Seasonal estimates of global atmospheric sea-salt distributions. J. Geophys. Res. 91, 1067-1072. [Pg.1970]

Fig. 10.1.3 [Kop3] Moisture transport in cylindrical catalyst support pellets from alumina with a diameter of 3.5 mm. (a) Drying profiles of water along the diameter of an initially wet piellet. Dotted lines Experimentally detected profiles. Solid lines simulated profiles. The first profile was acquired when the dry gas flow was turned on. The delay between the detection of the successive profiles is 60s. Profiles 1-7,9, 11,14, and 18 are shown, (b) Experimental profiles for water vapour sorption by an initially dry pellet containing CaC with uniform salt distribution. Fig. 10.1.3 [Kop3] Moisture transport in cylindrical catalyst support pellets from alumina with a diameter of 3.5 mm. (a) Drying profiles of water along the diameter of an initially wet piellet. Dotted lines Experimentally detected profiles. Solid lines simulated profiles. The first profile was acquired when the dry gas flow was turned on. The delay between the detection of the successive profiles is 60s. Profiles 1-7,9, 11,14, and 18 are shown, (b) Experimental profiles for water vapour sorption by an initially dry pellet containing CaC with uniform salt distribution.
To reduce this problem and reduce stress to the paint layer, methods were subsequently developed to include climate control, so that ions are mobilised and transferred to the rear support, in order to reduce salt concentration in the paint layer. This results in a more even salt distribution in deeper parts of the plaster or brick. Ideally, a new layer of plaster can be applied to the back, e.g. the supporting brick. The aim of this treatment is to ensure crystallisation within or upon this plaster, but it is difficult to achieve. Investigations nevertheless demonstrated a remarkable reduction of salt ions near the highly-vulnerable paint layer and a more even distribution in deeper parts, which may give more time to search for other solutions. Obviously this technique is restricted to relatively thin supports and cannot be applied in the case of cavity walls. [Pg.246]

The saltpan in the basin of Fig. 11.1 exemplifies a more common occurrence of soil salinity. Soils in low-lying areas, even in arid regions, may have high water tables. Water from groundwater tables within a few meters of the surface can move by capillarity to the soil surface, where it evaporates and leaves behind its salts. Figure 11.2 shows an example of salt distribution above a water table 90 cm below the soil surface. The soil salinity concentration is expressed as electrical conductivity, the common method of measurement. [Pg.282]

Topical salt distributions in irrigated soil profiles are shown in Fig. 11.3. As the proportion of irrigated water passing through the root zone (the leaching fraction) increases, so does the depth of soil that has essentially the same salt concentration as the irrigation water. As the leaching fraction increases, salt accumulation is pushed down to lower depths. [Pg.284]

Pure water can be obtainnd from brackish water by permention through a reverse osmosis membrane. Consider the stendy laminar flow of a salt solution in a thin channel between two walls composed of a membrane that rejects salt. Derive the governing equations for the salt distribution in die transverse direction for a given water peuneaiion flux (see Fig. 2.2-4),... [Pg.1074]

An approximate solution for the salt distribution under low petmeation rates can he obtained by neglecting diffusion in the z direction with respect to conveetiou (n p,vj and neglecting vy The species ha Lance then becomes... [Pg.1075]

Whether equivalent proportions of sodium nitrate and potassium chloride, or of sodium chloride and potassium nitrate, are mixed together in aqueous solution at constant temperature, each solution will, after the elapse of a certain time, contain these four salts distributed in the same proportions. Let m and n be positive integers, then... [Pg.225]

The Tibet IDD Ehmination Project supported a trial of setting up salt distribution networks in six counties in the Lhasa Municipahty and Shannan Prefecture to make iodized salt accessible to the population (Li et al., 2005) (Figure 85.4). Each Municipahty/Prefecture Salt Corporation was responsible for dehveting iodi2ed salt to shops or to the houses of some village chiefs as part of the network, to be sold at a fixed price (1.5Yuan/kg, approximately 20 US cents). Transportation costs were covered by the price... [Pg.833]

Because of relatively low salinity level, the salt distribution which occurs between the aqueous phase and water in sulfonate rich micellar phase (4) was not taken into consideration. The sulfonate concentration in the sulfonate rich micellar phase was determined by phase volume measurement while being certain that all the sulfonate was in the phase. In fact, ultra-violet spectrophotometry results show that the sulfonate concentration in the excess phases is at least 100 times less than in the sulfonate rich micellar phase (5). [Pg.119]


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See also in sourсe #XX -- [ Pg.263 ]




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