Dimensional analysis of predicting the removal of chemical oxygen demand from domestic wastewater using moving bed biofilm reactor

Municipal wastewater sources are becoming increasingly important for reuse, for irrigation purposes, so they must be treated to meet environmentally friendly local or global standards. The aim of this study is to establish, calibrate, and validate a model for predicting chemical oxygen demand for th...

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Hauptverfasser: Jebur, Saad Uffi, Khudair, Basim Hussein
Format: Tagungsbericht
Sprache:eng
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Zusammenfassung:Municipal wastewater sources are becoming increasingly important for reuse, for irrigation purposes, so they must be treated to meet environmentally friendly local or global standards. The aim of this study is to establish, calibrate, and validate a model for predicting chemical oxygen demand for the pilot plant of mobile biofilm reactors operating from municipal wastewater in Maaymyrh located in Hilla city Using the approach of dimensional analysis. The approach of Buckingham’s theorem was used to derive a model of dimensional analysis design for the forecast of (COD) in the pilot plant. The effluent concentration (COD) It has been derived as a result of the influential concentration of (COD), dissolved oxygen (DO), volume of pilot plant (V), influent flow rate (Q), Specific surface area for carriers (Sp), Efficient of removal of organic materials (ER) and detention time (t). With the first 80 data sets and due to the lack of empirical literature, the model was calibrated and then verified with the remaining 40 data sets . the results showed A strong coefficient of The (R=0.939) correlation Between the effluent concentration measured and computed (COD) was get by the model verification at a significance level of (0.05). The determination coefficient (R2) has shown that the evolved model explains(88.33) percent of the variance in the experimental results. Therefore, the prediction of (COD) concentration in the pilot plant from the developed model would be feasible.
ISSN:0094-243X
1551-7616
DOI:10.1063/5.0095591