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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