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REVERSE OSMOSIS AND NANOFILTRATION 9-11

          TABLE 9-1
            Typical NF/RO membrane process selections based on application
          Raw water          Objective                    Process
          Groundwater        Softening                    NF or “low-pressure” RO
          Brackish water     Desalinization               RO, or “low-pressure” RO, NF
          Seawater           Desalinization               RO
          Surface water      NOM* removal                 NF
          Groundwater        Specific contaminant         RO
           or surface water   removal (i.e., arsenic, nitrate,
                              radionuclides)

          *NOM   natural organic matter.



              The concentrate itself is extremely high in total dissolved solids (TDS). Disposal methods
          include discharge to the municipal sewer system, ocean discharge, and deep well injection. In
          warm, dry climates evaporation ponds may be appropriate. As with ion exchange, disposal of the
          concentrate is a major issue in the selection of this technology and should be addressed early in
          the design process.


            Process Design
            Membrane Process Selection.  As shown in  Table 9-1  the initial choice of a conventional RO
          process or an NF (or low-pressure RO) is dependent on the raw water source and the product
          water quality objectives. Some preliminary design and economic analyses are required to refine
          the selection.
                     For water softening applications, the NF or low-pressure RO have some inherent advan-
          tages over conventional RO. As noted in  Figure 9-2 , these systems remove polyvalent ions (that
          is, those that cause hardness) but not monovalent ions. This results in a potential reduction in
          the TDS in the concentrate stream with a consequent amelioration of its disposal problems. In
           addition the operating pressures for NF and low-pressure RO are less than RO with a consequent
          reduction in energy operating costs.
                If the feed water is not to be treated with chlorine, then a PA membrane is the typical
          membrane selected. If pretreatment with chlorine is required, then a CA membrane is more
          appropriate.
               Side-by-side pilot testing of RO and/or NF units provides the best means of selecting an
          appropriate unit. Pilot testing will also provide information on chemical costs and concentrate
          disposal.



            Operating  Pressures.  For NF  membranes the feed water pressure ranges from  350 to
          1,000 kPa. Low-pressure and brackish water RO units have feed water pressures in the range
          of 1,000 to 4,000 kPa. RO units treating seawater operate at pressures in the range of 5,500 to
          8,500 kPa (Bergman, 2005).
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