Page 236 - Membranes for Industrial Wastewater Recovery and Re-Use
P. 236

System design aids  205

           Table 4.9  Removal efficiency (%) for the proposed purification techniques
                                         ss     Colour   BOD    COD    Salt   T

           UF for recovery of sizing agent   100   75     95     90     95    Cst
           Filtration after prewashing    65      0       40     50     50    Cst
           Three stage evaporation for rccovcry   100   100   100   100   100   50
           of alkali from mercerising
           Membrane treatment for recovery   100   95    95      90     85    Cst
           of wastewater from printing paste
           Membrane treatment for rccovcry   95   60     85      9 0    85    Cst
           ofwastewater from final washing
           Centralised biological WWTPa   99     90      100     95     10    15
           RO for the treated wastewater   100   100     100    100    100    Cst
           a  Removal efficiency by  the  centralised WWTP  will  largely  depend  on the final  effluent  quality  for
           treatment. If, for example, the printing paste is to be treated in the WWTP as well, COD removal will be
           much  lower. These  water-insoluble  compounds  are  substantially  undegraded  biologically, and are
           removed only hy adsorption onto the sludge. Such removal and other special cases are not accounted for
           in this study.


           Table 4.10  Miter recovery ratio for the proposed purification techniques
                                                                   Waterrecovery (%)
           UF for recovery of sizing agent                         87
           Filtration after prewashing                             97
           Evaporation for recovery of alkali from mercerising     97
           Membrane for recovery of wastewater from printing paste   9 0
           Membrane for recovery of wastewater from final washing   95
           Centralised biological WWTP                             90
           RO for the treated wastewater                           85


           alone  can  be  achieved.  Therefore  the  capital  cost  is  assumed  to  be  entirely
           recovered by the sizing agent recovery. Operating cost is assumed to be €0.1 per
           m3, the figure being  substantially  reduced  by  the economic  savings from the
           product recovery. It is assumed that a reusable effluent is provided at the same
           price as that of  groundwater.
             Filtration after prewashing. Capital cost is assumed to be €0.1 per m3 (10-year
           depreciation period at an interest rate of 0%) for a self-cleaning rotary filter or a
           pressurised  microfiltration  membrane  with  a  capacity  of  150  m3 day-'.
           Operating cost is assumed to be €0.1 per m3.
             Three-stage  evaporation  for  recovery  of  alkali  from  mercerising  (European
           Commission, 2001). The process produces a concentrated lye (alkali) which can
           be reused in the process, and also provides a good quality effluent water for reuse.
           Capital cost depends on the plant size and the purification technique applied after
           evaporation  to obtain a concentrated lye, which can be reused in the process,
           and typically varies between €0.2 million and €0.8 million. Due to product lye
           recovery  the payback  time can be less than one year, and the capital cost  is
           therefore ignored in this study as it was for the ultrafiltration unit for recovery of
   231   232   233   234   235   236   237   238   239   240   241