Water
system integration plays an important role in industrial
freshwater saving and wastewater reduction. Compared with the traditional
one-stage regeneration recycling water network, a two-stage regeneration
recycling water network can effectively reduce the regeneration cost
on the basis of keeping the freshwater consumption and wastewater
discharge unchanged. In this paper, a graphical approach is used to
study the two parallel regeneration recycling water networks with
a single contaminant to obtain the optimal targets, which are the
optimal flow rates (freshwater and two regenerated water) and the
two optimal regeneration concentrations. The calculation formulas
of each optimal target for all possible relative regeneration concentration
relationships are deduced from the water pinch graph, and further,
the construction method of the unified problem table is proposed.
The analysis by the graphical method shows the optimal flow rate targets
are fixed and have nothing to do with the relative size of the two
regeneration concentrations, but the optimal regeneration concentrations
are related to the relative size. Finally, two case studies are used
to verify the conclusions.