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474   Industrial Wastewater Treatment, Recycling, and Reuse



                                       H S                 NH 3
                                        2


                                                 S
                                 S               t
                                 t               r
                                 r
              Feed               i               i
                                 p               p p
                                 p               e
                                 e               r
                                 r


                                                           Water

                                                                 Ammonia
                                  S
                                 H 2              NH 3
                Feed
                               Stripper          Stripper
                                                                 Water
          Figure 12.4 Sour water strippers.



             Mathematical modeling can be used for solving water allocation prob-
          lems as well as designing and deploying water purification facilities in these
          plants. For example, such initiatives using mathematical modeling have
          helped in the following ways:
          •  Facilitation of water usage reduction by avoiding using fresh water as
             wash water in the system.
          •  Design of better stripper facilities such that the sour water quality can be
             upgraded.
          •  Recycling of wastewater that is also upgraded in quality from different
             parts of the plant to other unit operations within the facility.
          Mohammadnejad et al. (2011) did research on two key contaminants,
          suspended solids and hardness, to analyze the water network using water
          pinch. They analyzed the network for each contaminant and were able to
          reduce the amount in fresh water to about 17% and 59.7% in terms of
          suspended solids and hardness respectively. When the two contaminants
          were analyzed simultaneously based on their mass transfer, the result
          shows that the amount of required water was reduced about 42%, indi-
          cating that the amount of required water is determined by mass transfer of
          suspended solids.
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