Evaluation Biofilm Sewage Treatment Plant
Authors: K. M. Shahot. I. A. Ekhmaj
Abstract:
The research study is carried out to determine the efficiency of the Biofilm sewage treatment plant which is located at the Engineering Complex-s. Wastewater analyses have been carried out at the Environmental Engineering laboratory to study the six parameters: Biochemical Oxygen Demand BOD, Chemical Oxygen Demand COD l, and Total Suspended Solids TSS, Ammoniac Nitrogen NH3-N and Phosphorous P which have been selected to determine the wastewater quality. The plant was designed to treat 750 Pe (population equivalent) at hydraulic retention time of 5 hours in the aerobic zone. The results show that Biofilm wastewater treatment plant was able to treat sewage successfully at different flow condition. The discharge has fulfilled the Malaysia Environmental of Standard A water quality. The achieved BOD removal is more than 85%, COD is more than 80%, TSS is more than 80%, NH3-N is more than 70%, and P was more than 70%. The Biofilm system provides a very efficient process for sewage treatment and it is compact in structure thus minimizes the required land area.
Keywords: Sewage, Bio film, Cosmo-Ball, Activated sludge
Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1058075
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[1] New Strait Times http://www.recyclingpoint.com.sg/Articles/1992june25- Squattersalsotoblameforriverpollution.htm
[2] Pakar Management, BioFilm product catalogue. Technology Sdu Bhd,2005.
[3] S. Qasim,(1999) Wastewater: Treatment PlantsTechnomic. Publishing Company Edition, 2th Edition,
[4] J. Glynn Henry& Gary. Environmental Science and Engineering Toronto, 2000.