LAPSE:2024.0022v1
Published Article
LAPSE:2024.0022v1
A Hybrid Ultrasonic Membrane Anaerobic System (UMAS) Development for Palm Oil Mill Effluent (POME) Treatment
Nour Hamid Abdurahman, Yunus Mohd Rosli, Nour Hamid Azhari, Gasim Hayder, Ismail Norasyikin
January 5, 2024
Abstract
The high chemical oxygen demand (COD) and biochemical oxygen demand (BOD) levels in palm oil mill effluent (POME) wastewater make it an environmental contaminant. Moreover, conventional POME wastewater treatment approaches pose economic and environmental risks. The present study employed an ultrasonic membrane anaerobic system (UMAS) to treat POME. Resultantly, six steady states were procured when a kinetic assessment involving 11,800−21,700 mg·L−1 of mixed liquor suspended solids (MLSS) and 9800−16,800 mg·L−1 of mixed liquor volatile suspended solids (MLVSS) was conducted. The POME treatment kinetics were explained with kinetic equations derived by Monod, Contois and Chen and Hashimoto for organic at loading rates within the 1−11 kg·COD·m−3·d−1 range. The UMAS proposed successfully removed 96.6−98.4% COD with a 7.5 day hydraulic retention time. The Y value was 0.67 g·VSS/g·COD, while the specific micro-organism decay rate, b was 0.24 day−1. Methane (CH4) gas production ranged from 0.24 to 0.59 litres per gram of COD daily. Once the initial steady state was achieved, the incoming COD concentrations increased to 88,100 mg·L−1. The three kinetic models recorded a minimum calculated solids retention time of 12.1 days with maximum substrate utilization rate, K values ranging from 0.340 to 0.527 COD·g−1·VSS·d−1 and maximum specific growth rate, µmax from 0.248 to 0.474 d−1. Furthermore, the solids retention time (SRT) was reduced from 500 to 12.1 days, resulting in a 98.4% COD level reduction to 1400 mg·L−1.
Keywords
anaerobic, COD removal, kinetics equations, membrane, POME, ultrasonic
Suggested Citation
Abdurahman NH, Rosli YM, Azhari NH, Hayder G, Norasyikin I. A Hybrid Ultrasonic Membrane Anaerobic System (UMAS) Development for Palm Oil Mill Effluent (POME) Treatment. (2024). LAPSE:2024.0022v1
Author Affiliations
Abdurahman NH: Faculty of Chemical and Process Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah, Pekan 26600, Malaysia
Rosli YM: Faculty of Chemical and Process Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah, Pekan 26600, Malaysia
Azhari NH: Department of Chemistry, Faculty of Pure and Applied Sciences, International University of Africa, Khartoum 12223, Sudan
Hayder G: Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional (UNITEN), Selangor Darul Ehsan, Kajang 43000, Malaysia; Institute of Energy Infrastructure, Universiti Tenaga Nasional (UNITEN), Selangor Darul Ehsan, Kajang 43000, Malays [ORCID]
Norasyikin I: Faculty of Chemical and Process Engineering Technology, Universiti Malaysia Pahang Al-Sultan Abdullah, Pekan 26600, Malaysia [ORCID]
Journal Name
Processes
Volume
11
Issue
8
First Page
2477
Year
2023
Publication Date
2023-08-17
ISSN
2227-9717
Version Comments
Original Submission
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PII: pr11082477, Publication Type: Journal Article
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LAPSE:2024.0022v1
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https://doi.org/10.3390/pr11082477
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