Shoaib, A.M.; Atawia, A.A.; Hassanean, M.H.; Gadallah, A.G.; Bhran, A.A. Simultaneous Synthesis of Single- and Multiple-Contaminant Water Networks Using LINGO and Excel Software. Water2024, 16, 1244.
Shoaib, A.M.; Atawia, A.A.; Hassanean, M.H.; Gadallah, A.G.; Bhran, A.A. Simultaneous Synthesis of Single- and Multiple-Contaminant Water Networks Using LINGO and Excel Software. Water 2024, 16, 1244.
Shoaib, A.M.; Atawia, A.A.; Hassanean, M.H.; Gadallah, A.G.; Bhran, A.A. Simultaneous Synthesis of Single- and Multiple-Contaminant Water Networks Using LINGO and Excel Software. Water2024, 16, 1244.
Shoaib, A.M.; Atawia, A.A.; Hassanean, M.H.; Gadallah, A.G.; Bhran, A.A. Simultaneous Synthesis of Single- and Multiple-Contaminant Water Networks Using LINGO and Excel Software. Water 2024, 16, 1244.
Abstract
: Controlling the distribution of water and wastewater between industrial processes is very vital in rationalizing water and preserving the environment. In this paper, a mathematical technique is proposed to optimize water-wastewater networks; a nonlinear program is introduced to minimize the consumption of freshwater, and consequently, the flowrate of the wastewater dis-charge will be also minimized. A general mathematical model, able to handle industrial plants containing up to eight sources and eight sinks, is developed using LINGO optimization software to facilitate dealing with complex case studies. The introduced model can handle single contam-inant networks as well as multiple contaminants cases. The optimal water network is synthe-sized through two steps; the first step is to introduce the case study data to the developed mathematical model. The second step considers using the optimal solution produced after run-ning the developed LINGO model as feed data for a pre-designed Excel sheet able to deal with these results and simultaneously draw the optimal water-wastewater network. The proposed mathematical model is applied to two case studies; The first case study includes actual data from four fertilizer plants located in Egypt; the water resources and requirements are simultaneously integrated to obtain a sensible cutting in both freshwater consumption (lowered by 52.2%) and wastewater discharge (zero wastewater discharge). The second case study is for a Brazilian pet-rochemical plant; the obtained results showed noticeable reductions in freshwater consumption for the second case study by 12.3 % while the reduction percentage of wastewater discharge is 4.5%.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
