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Method for constructing the optimal water supply line and formulas for calculating the targets for single-contaminant regeneration recycling water systems are improved to apply to the situation of variational pa-rameters in this article. Based on these extending methods, the effect of varying freshwater consumption and regen-erated water flow rate on the optimizing results are investigated. The interactions of parameters of regeneration re-cycling systems are summarized. Finally, all the conclusions are illustrated from the results of mathematical pro-gramming through an example.
Method for constructing the optimal water supply line and formulas for calculating the targets for single-contaminant regeneration recycling water systems are improved to apply to the situation of variational pa-rameters in this article. Based on these extending methods, the effect of varying freshwater consumption and regen-erated water flow rate on the optimizing results are investigated. The interactions of parameters of regeneration re-cycling systems are summarized. Finally, all the concluded are illustrated from the results of mathematical proof-gramming through an example.