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Fu r t h e r A p p l i c a t i o n s  o f  P r o c e s s I n t e g r a t i o n   127


                       (a)

                                              Operation 1
                       Freshwater                                    Wastewater


                                              Operation 2

                                     Conventional practice: non-integrated
                       (b)
                        Freshwater           Operation 1
                        Heat recovery
                                                Water reuse          Wastewater


                                             Operation 2

                                Improved design with water reuse and heat recovery


                               Legend      Utility Heater   Utility Cooler


                     FIGURE 6.3  Simultaneous energy and water minimization (after Savulescu,
                     Kim, and Smith, 2005a).



                     for water and energy. Both the Water Pinch and the Energy Pinch
                     concepts have been accommodated in separate design frameworks.
                     However, the methodological procedure is changed when the
                     interactions between water reuse and energy recovery must be
                     considered; see Savulescu, Kim, and Smith (2005a, 2005b). Further
                     interesting applications have been published (Leewongtanawit and
                     Kim, 2009; Manan, Tea, and Alwi, 2009).
                        The energy-water methodology of Savulescu and Kim (2008)
                     follows a two-step approach: targeting and design. During the
                     targeting phase, theoretical minimum requirements for freshwater
                     and thermal utilities (hot and cold) are obtained via graphical
                     manipulation of streams data (i.e., water flow rate, contaminant
                     levels, and temperature). The purpose of the design phase is to create
                     a water and heat recovery network that can achieve the established
                     target. A useful design tool is the two-dimensional grid diagram
                     (Figure 6.4), which exploits the network arrangement of water
                     streams subject to energy recovery constraints (Savulescu, 1999;
                     Leewontanawit, 2005). An industrial case study conducted recently
                     (Leewongtanawit and Kim, 2008) showed an 18 percent reduction in
                     annualized cost resulting from the integrated approach (when
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