4.7 Article

Smart-Plant Decision Support System (SP-DSS): Defining a multi-criteria decision-making framework for the selection of WWTP configurations with resource recovery

期刊

JOURNAL OF CLEANER PRODUCTION
卷 367, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.jclepro.2022.132873

关键词

DSS; EBPR; Resource recovery; Superstructure; Water resource recovery facility (WRRF)

资金

  1. European Union [690323]

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The development of a Smart-Plant Decision Support System (SP-DSS) is presented, which helps in finding the optimal configuration for a water resource recovery facility. The system uses a five-step framework to evaluate different combinations of process unit options based on technical, economic, and environmental criteria. The study compares two wastewater treatment configurations and concludes that the traditional configuration is still the best choice for this specific case.
The development of the Smart-Plant Decision Support System (SP-DSS) is presented, which helps to find the optimal water resource recovery facility (WRRF) configuration for a specific case. A general plant superstructure is defined to allow the evaluation of different combinations among the available process unit options, considering technical, economic, and environmental impact criteria. The complete evaluation is based on a five-step framework: (i) design problem set-up, (ii) wastewater inflow generation, (iii) superstructure generation and plant-wide model simulation under dynamic conditions, (iv) estimation of multi-criteria objective values (greenhouse gas emissions, accumulation of effluent violations, effluent quality index, net present value, system readiness level and plant land area), and (v) design configuration multi-criteria sorting with the technique for order of preference by similarity to ideal solution (TOPSIS). SP-DSS application is shown comparing the mainstream shortcut enhanced phosphorus and polyhydroxyalkanoate (PHA) recovery (SCEPPHAR) technology with a conventional anaerobic/anoxic/aerobic (A2O) configuration for a medium size WWTP (Manresa, Spain). The comparison shows both configurations allow meeting discharge limits, and among other criteria, the SCEPPHAR novel configuration, with respect to A2O, shows higher pollutant contents in the effluent (3.30 vs 2.34 gPoll/m3), higher capital expenditures (CAPEX 0.191 vs 0.130 euro/m3), lower operational expenditures (OPEX 0.397 vs 0.515 euro/m3), lower required tariff (0.654 vs 0.674 euro/m3) and higher greenhouse gas emissions (GHG 0.19 vs 0.14 kgCO2/m3). Overall, TOPSIS sorting indicates A2O is still the best configuration for this specific case.

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