1. Wet coffee processing wastewater treatment by using an integrated constructed wetland.
- Author
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Lemma, Dejene Beyene and Debebe, Wondimu Asfaw
- Subjects
CONSTRUCTED wetlands ,COFFEE processing ,WASTEWATER treatment ,WETLAND plants ,PLASTIC pipe ,WETLAND conservation - Abstract
A wet coffee processing plant is an agro-industry that generates huge volumes of medium to highstrength wastewater that needs proper treatment before being released into the environment. Low-income countries must adopt an integrated, easily adaptable, and eco-friendly system to treat such effluent. The objective of this study was to treat wet coffee processing wastewater (WCPWW) using pretreatment units (aeration and sedimentation) and a macrosom scale HSSFCW cells, each 1.80 m x 0.60 m x 0.50 m (length x width x depth; area = 1.08 m²) planted with emergent wetland plants. Three HSSFCW cells whose bottom and sides get lined with plastic membranes were filled with gravel and planted with the wetland plants (Cyperus alternifolius, Vetiveria zizanioides, and Pennisetum purpureum), while the fourth cell was left unplanted (control). The HSSFCW cells were fed with different tap water and WCPWW mix ratios at the 7 d interval until the plants adapted to the new environment. After pretreated and pH adjusted to 6.10, the WCPWW was allowed to enter the HSSFCW cells from an equalization tank via plastic pipes equipped with control valves. Triplicate samples were collected from the inlets and outlets of each treatment unit and analyzed in the laboratory according to standard methods. The results revealed that sedimentation and aeration units achieved 51.80 and 19.80 for BOD
5 , 61.60 and 22.10 for COD, -46.70 and 26.50 for NO3 - -N, 17.0 and 38.50 for NH3 -N, 19.10 and 8.10 for PO4 3- -P 76.10 and 19.60 for TSS, 50.90 and 27.50 for TDS and -23.30 and 27.70 for EC % removals, respectively. HSSFCW2 , (planted with V. zizanioides) and HSSFCW3 (control) cells achieved 78.50 and 61.70 for BOD5 , 80.10 and 69.10 for COD, 70.20 and 43.20 for NO3 - -N, 50.10 and 29.0 for NH3 - -N, 79.60 and 57.40 for PO4 3- -P, 72.40 and 65.80 for TSS and 51.20 and 42.80 for TDS, and 31.10 and 22.30 for EC % removal respectively. The wetland cell, HSSFCW2 achieved a better % removal for organic matter, solids, and nutrients. In conclusion, the integrated system is a good option for treating WCPWW. The treatment system must integrate more units to achieve effluent compliance with discharge limits. [ABSTRACT FROM AUTHOR]- Published
- 2023
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