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184  Membranes for Industrial Wastewater Recovery and Re-use










                                   -
              ullel~3y Elrro                      MEMBRANE SYSTEMS
              Edt   Prewaw   I   I tern           Detion 1       Desm 2   f
              F    C      Process Informati
              r    r      Arnmtiz%tnn
              r    r      Itemized Capital          1,460,oDo.m   1,265,110aOO
              r    r      Balana. of  Cap$al            0.00           0.00
              r    c      Membrane Element Replacent   96.MM.00     84.lXlO.00
              r    r      Eneigy                     119.46l.9O    148,324 90
              r    r      Chemical Tteabnent [Dcisir@l   58.364.25   56,450 66
              r    r      Cleaning                      0.00           0 00
              r    c      Labw                       1ao.800 00    1 00,Boo.oo
              r     t     Other Overhead and Maintenance   25.nOD.00   25,O 00
              __ Eo-



                       j  Detqnl--~   Design2   3        Design I   Design 2 ---
                Total Caatal I   f.46O.OO0  00   1 265 o[)o OD   Euro f m*3 Perm 1   D 180463  1   D 166820


                                     "- .- -
                            KOCH Membrane System, ~IC        9 29   $1 41E22002
                         Figure 4.8  Cost analysis (Costpro, Koch-FZuidSystems)


         membranes,  is  that  of  Vito.  Three  (p-version) programs  have  been  written,
         creating  an interactive  environment with  predefined dialogue windows  and
         allowing  the  user  to  handle  in  a  systematic  way  the  numerous  filtration
         parameters (Brauns  et al., 2002). The software allows the calculation of both the
         design of  the installation and its global cost or cost per unit permeate product.
         The absence of accurate universal membrane filtration models, with the obvious
         exception of  RO,  is compensated for by  enabling  the input  of  basic filtration
         values, such as, for example, permeate flux or feed pressure, from a datasheet. As
         a  result  the software user  is  able  to  implement  in  a  suitable  spreadsheet  a
         preferred  calculation  (model)  or  extrapolation  method  based  on  real
         experimental data to  produce  basic  filtration  input  values  that later  can  be
         imported into the Visual Basic@ program. This pragmatic approach allows the
         user to provide the appropriate basic filtration data, and is totally flexible with
         regards to membrane process and technology.  On the other hand, it relies on
         available hydraulic data (i.e. flux vs. TMP correlations, pressure loss data, etc.) to
         be usable.
           Given the  current  widespread  activity  in  membrane  process  modelling,  it
         seems likely that more CAD packages for porous membrane processes will be
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