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Sanitation in Downstream Processes

Calculate the fractional residual capacity at the break point for the fixed-bed of Example 11.2. The fractional residual capacity of the adsorption zone can be approximated as 0.5. [Pg.247]

Estimate the residual capacity, when the interstitial velocity is doubled. It can be assumed that the averaged overall volumetric coefficient increases with the interstitial velocity to the power of 0.2. [Pg.247]

Since the fractional residual capacity of the adsorption zone is 0.5 and the bed height is 0.25 m, the residual capacity is given as (0.196x0.5) [Pg.247]

Two-thirds of the adsorption capacity is not utihzed at the break point in this case. [Pg.247]

1 A suspension of baker s yeast (p = 20kgm 3, p =0.0012 kg rn s ) is filtered with a dead-end filter (filter area = 1 m ) at a constant filtration pressure. Neglecting the resistance of the filtering medium, determine the filtration pressure difference AP to obtain 0.5 m of filtrate after 2.5 h. [Pg.248]

2 In the case where only the length of a gel chromatography column is doubled, how is the resolution of two solutes changed under the same operating conditions with the same packed beads  [Pg.224]

5 When the height of the adsorbent bed is 50 cm under the same operating conditions given in Example 11.2, estimate the residual capacity. [Pg.224]

2 LeRoith, D., Shiloach, J., and Leahy, T.M. (eds) (1985) Purification of Fermentation Products - Application to Large-Scale Processes, ACS Symposium Series No. [Pg.225]

3 Scopes, R.K. (1994) Protein Purification — Principles and Practice, Springer-Verlag. [Pg.225]


See other pages where Sanitation in Downstream Processes is mentioned: [Pg.247]    [Pg.247]    [Pg.224]   


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