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18   Cha p te r  T w o


                     discharge can considerably reduce demand for freshwater and also
                     the amount of effluent generated by processing.
                        For these reasons, the success of HI has inspired researchers to
                     apply the Pinch and PI concepts to other areas—in particular, to
                     mass exchange networks (El-Halwagi and Manousiouthakis, 1989).
                     Wang and Smith (1994) developed a method for industrial water
                     networks as a special case of mass exchange networks (see Figure 5.1).
                     Their main objective was to minimize the consumption of freshwater
                     and the disposal of wastewater simultaneously by maximizing the
                     reuse of internal water, again exploiting the idea of recycling and
                     reusing valuable streams and materials in order to save resources
                     and reduce emissions. Wastewater can be further reduced by
                     applying additional techniques for water regeneration that enable
                     further reuse or recycling. For the case of a single contaminant,
                     translating the method of Pinch Analysis to water minimization is
                     straightforward: the water’s Composite Curve is used to construct a
                     plot of contaminant concentration versus contaminant load.
                        Extending the Water Pinch Analysis to multiple-contaminant
                     problems is a complicated and difficult procedure. The principal
                     issue concerns determining which contaminant to use on the Y axis
                     when plotting the Composite Curves. Several approaches have been
                     proposed. One option is to employ MPR, in which case Water Pinch
                     serves as a preliminary visualization tool (Doyle and Smith, 1997).
                     Foo, Manan, and Tan (2005) applied Water Pinch Analysis to
                     synthesize optimal water recovery networks for batch processes.
                     These authors introduced a numerical technique (time-dependent
                     water cascade analysis) that has the advantage of clearly depicting
                     the time-dependent nature of batch water networks. Majozi (2005)
                     also employed mathematical modeling—the mixed integer nonlinear
                     programming (MINLP) approach—to devise an effective technique
                     for wastewater minimization in batch processes. Here, too, wastewater
                     was minimized via application of reuse and recycle.


                2.8  Benefits of Process Integration
                     Heat recovery targeting for HEN synthesis problems is based on
                     Composite Curves described in Section 2.4 (Linnhoff, Mason, and
                     Wardle, 1979). The Composite Curves plot is a visual tool that
                     summarizes the important energy-related properties of a process in
                     a single view (see Figure 4.7). It was the resulting recognition of the
                     thermodynamic relationships and limitations in the underlying
                     heat recovery problem that led to development of the Pinch Design
                     Method (Linnhoff and Hindmarsh, 1983), which is capable of
                     producing maximally efficient heat recovery networks. As already
                     discussed in this chapter, PI has been considerably expanded in
                     scope since these initial applications. It is now also used for HEN
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