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lndiistrial waters  13 3


           Table 3.19  Typical water usage, 1 kg' of product, in textile wet processing of woven fabrics
           (EPA, 1997)
           Subcategory                     Minimum         Median        Maximum
           Simple processing               12.5             78.4         275.2
           Complex processing              10.8             86.7         276.9
           Complex processing plus desizing   5.0          113.4         507.9



           stream. Effluent reclamation  and reuse thus only becomes viable for individual
           wastewater streams, where the compositional variability is reduced, and/or in
           cases where either the discharge consents are stringent (or else the discharge
           costs high) or the treated effluent has some added value. Both these criteria are
           pertinent to  dyeing  wastewater streams, where the possibility  exists both to
           recover chemicals and recycle the treated wastewater (Diaper  eta]., 1996).
             As a rudimentary simplification  the USEPA grouped  the industry into nine
           categories in promulgating its guidelines (EPA, 1982). Table 3.20 gives effluent
           characteristics for the seven most important of categories, these being:

                raw wool scouring,
                yarn and fabric manufacturing,
                 wool finishing,
             o  woven fabric finishing,
                knitted fabric finishing,
                carpet finishing, and
                 stock and yarn dyeing and finishing.

             It should be stressed that the figures quoted in Table 3.20 are average figures
           for complete processes which may entail a number of individual unit operations.
           Since many textile processing  operations are batch, there are broad  temporal
           variations  in  effluent  quality.  Variations  also  arise  even  within  specific
           individual operations due to the different designs of the actual technology being
           used. The selection of  suitable strategies for pollution  abatement and/or water
           recycling even for specific unit operations is therefore not straightforward, and
           has to be considered on a case-by-case basis. On the other hand, and in common
           with most industrial effluent recycling problems:

                 recycling is simplified by segregation of the various waste streams, and
                 membrane technologies offer the most promise of  all candidate treatment
                 processes  on  the  basis  of  the  treated  water  quality  being  largely
                 independent of the feedwater quality.


           3.3.2 Effluents from textile processing  unit operations
           The complete textile manufacturing process involves a number of individual unit
           operations,  each generating effluents of  substantially  different  qualities.  For
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