MICROCOSM EXPERIMENTS ON A COCONUT-FIBRE BIOFILM TREATMENT SYSTEM TO EVALUATE WASTE WATER TREATMENT EFFICIENCIES

Authors

  • Naofumi Sato
  • W. N. K. Dharmarathne
  • Takeshi Saito
  • Hiroyasu Sato
  • Norio Tanaka
  • Ken Kawamoto

Keywords:

Sewage, Landfill leachate, Coconut-fibre, Biofilm treatment, Sri Lanka

Abstract

Interest in utilization of locally available biomasses as biofilm support media for wastewater
treatment in developing countries is increasing. In this study, microcosm experiments on a coconut-fibre
biofilm treatment system were carried out to evaluate wastewater treatment efficiencies in the laboratory using
two wastewaters, synthetic sewage and leachate, with different pollutant loads. Three coconut-fibre conditions
were set as a single bundle (low fibre density: LFD), two bundles (high fibre density: HFD), and no coconut
fibre (blank). The wastewater was first circulated in the system for six weeks (circulation stage) and then
discharged from the treatment tank for 7–24 weeks (treatment stage). Water quality parameters of effluents,
pH, DO, EC, BOD, COD, TC, and TN, were measured at one-week intervals, and the sedimented sludge in
each treatment tank was collected to determine C, N, and P contents. Results showed effective reductions in
BOD and COD in the LFD and HFD conditions for the synthetic leachate, indicating that the coconut fibre
contributed to the treatment of wastewater. On the other hand, the fibre density had less or no effect on the
reduction of water quality parameters in the synthetic sewage. For both synthetic sewage and leachate, the C
and N consumptions generally increased in the order of blank, LFD, and HFD. In particular, sludge
sedimentation contributed to C consumption under the HFD condition.

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Published

2017-02-10

How to Cite

Naofumi Sato, W. N. K. Dharmarathne, Takeshi Saito, Hiroyasu Sato, Norio Tanaka, & Ken Kawamoto. (2017). MICROCOSM EXPERIMENTS ON A COCONUT-FIBRE BIOFILM TREATMENT SYSTEM TO EVALUATE WASTE WATER TREATMENT EFFICIENCIES. GEOMATE Journal, 12(33), 160–166. Retrieved from https://geomatejournal.com/geomate/article/view/1255

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