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Plate height separation

Recovery factor Reduced column length Reduced plate height Reduced velocity Relative retention ratio Retardation factor d Retention time Retention volume Selectivity coefficient Separation factor... [Pg.83]

Now, the column length (L) can be defined as the product of the minimum plate height and the number of theoretical plates required to complete the separation as specified by the Purnell equation. [Pg.388]

It must be emphasized that equation (4) only applies to the separation and conditions defined in Table 1. The effect of the magnitude of the separation ratio on the minimum plate height is shown in Figure 4. [Pg.400]

Figure 4. Graph of Minimum Plate Height against Separation Ratio of the Critical Pair... Figure 4. Graph of Minimum Plate Height against Separation Ratio of the Critical Pair...
The optimum velocity changes linearly from about 1 cm/sec. to 800 cm/sec. and the minimum plate height from 200 pm to about 10 pm over the same separation ratio... [Pg.418]

Column Type Minimum Reduced Plate Height Minimum Reduced Velocity flow Resistance Parameter Separation Impedance... [Pg.44]

The possibility of obtaining significant improvements in performance by using semi-packed and open tubular columns is clearly illustrated by the values for the separation impedance in Table 1.17. Variation of the reduced plate height with the reduced velocity for an open tubular column is given by equation (1.82), assuming that the resistance to mass transfer in the stationary phase can be neglected... [Pg.44]

Upon substitution of the reduced parameters given above the separation time for a packed column and an open tubular column would be Identical if d 1.73 dp given the current limitations of open tubular column technology the column diameter cannot be reduced to the point %diere these columns can compete with packed columns for fast separations. This is illustrated by the practical txanple in Figure 6.3 (57). Ihe separation speed cannot be Increased for an open tubular column by increasing the reduced velocity since the reduced plate height is increased... [Pg.823]

Neither the capacity factor nor the separation factor take into account the effect of dispersion, which is measured by the plate number or the plate height of the column. These were defined in Section 2.3.2. [Pg.139]

The Poppe plot is a log-log plot of H/uq = t(JN versus the number of plates with different particle sizes and with lines drawn at constant void time, t(). H is the plate height, Vis the number of plates, and u() is the fluid velocity (assumed equal to the void velocity). The quantity H/u() is called the plate time, which is the time for a theoretical plate to develop and is indicative of the speed of the separation, with units of seconds. In the Poppe plot, a number of parameters including the maximum allowable pressure drop, particle diameter, viscosity, flow resistance, and diffusion coefficient are held constant. [Pg.128]

The separation efficiency of 25,000/m (plate height 40 pm) was reported for neutral PAH compounds like fluorene. [Pg.150]


See other pages where Plate height separation is mentioned: [Pg.171]    [Pg.615]    [Pg.616]    [Pg.549]    [Pg.394]    [Pg.400]    [Pg.401]    [Pg.413]    [Pg.417]    [Pg.46]    [Pg.65]    [Pg.66]    [Pg.69]    [Pg.332]    [Pg.605]    [Pg.608]    [Pg.88]    [Pg.68]    [Pg.23]    [Pg.28]    [Pg.44]    [Pg.263]    [Pg.310]    [Pg.336]    [Pg.336]    [Pg.534]    [Pg.536]    [Pg.547]    [Pg.556]    [Pg.562]    [Pg.563]    [Pg.818]    [Pg.822]    [Pg.822]    [Pg.48]    [Pg.130]    [Pg.145]    [Pg.150]   
See also in sourсe #XX -- [ Pg.285 , Pg.286 , Pg.287 , Pg.288 ]




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