The existence of the waste heat from the exhaust of steel industry with the temperature of 227 °C and water evaporation in the cooling process, the limitation of the water sources with high quality, the sharp decline of the groundwater, and access to the saline water are the reasons to study and analyze the ORC-RO system in this paper. This investigation is based on energy analysis (1E), exergy analysis (2E), economic analysis (3E), and environmental impacts (4E). The environmental analysis is conducted considering three aspects: (1) The effects of the ORC system depending on the selection of the working fluid. (2) The impacts of RO system on the brine, which depends on the brine stream density (introduced by the non-dimensional function Ω), showing the span of the RO system brine dilution. (3) The decline in the removal of the groundwater happens when the fresh water increases. In this comparison, four types of cycles consist of basic configuration, basic configuration with recuperator, basic configuration with regenerative, and basic configuration with the combination of regenerative and recuperator are investigated. The trade-off between exergy and thermal efficiency parameters and TAC (total annual cost) are the reason for using the Genetic Algorithm (GA) as the optimization algorithm. The main optimization parameters are: (1) configuration of ORC, (2) the optimized design of RO system, (3) Rankine cycle working fluid based on thermal source, (4) membrane selection among company membranes DOW, (5) determining the approach and pinch temperatures of WHR for maximum recovery, according to the limitation of acid dew point. These parameters are obtained based on two objectives; reducing the price of produced water and increasing the system’s exergy efficiency. Production of freshwater reduces water withdrawal from groundwater resources, and the working fluid with low ODP and GWP reduces the environmental impacts of the cycle. The results show that the cycle with basic configuration and the cycle with recuperator are the two optimum cycles in the Pareto curve. The working fluid R245ca (GWP = 640; ODP = 0) is chosen as optimum fluid in each of the two cycles. The exergy efficiency, total cost and Ω in basic cycle and the cycle with recuperator are 32.51%, 2.84 $/m3, 16.94% and 32.49%, 2.64 $/m3, 12.74% respectively. Also, the production of freshwater reduces 2.5% of water withdrawal from groundwater resources.
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