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Research Article Open access CC BY 4.0

Municipal Wastewater Treatment Using a Packed Bio-tower Approach

Klaus Doelle, Qian Wang

Asian Journal of Environment & Ecology · pp. 42–50 · Published 14 Aug 2020

10.9734/ajee/2020/v13i230179

Abstract

The study tested a designed and built pilot scale packed bio-tower system under continuous operation using pre-clarified municipal wastewater. Performance was evaluated by measuring the removal of chemical oxygen demand and nitrogen ammonia. The pilot scale packed bio-tower system had a diameter of 1209 mm (4 ft.) and a height of 3,962 mm (13 ft.) and contained Bentwood CF-1900 bacteria growth media with a surface area of 6,028.80 ft² (560.09 m²). The municipal residential sewage was fed into a 1,481 l (375 gal.) recirculation reservoir at a temperature of 15°C (59.0°F) and a flow rate between 7,571 l/d (2000 gal/d) and 90,850 l/d (24,000 gal/d) and recirculated through the bio-tower with a fixed recirculation rate of 75.7 l/min (20 gal/min). The influent COD value reduction achieved is between 63.4% and 84.8%, whereas the COD influent value varied between 87 mg/l and 140 mg/l. The influent NH3-N reduction achieved was between 99.8% and 91.8% whereas the influent NH3-N value was between 28.8 mg/l and 18.6 mg/l  at a flow rate between 7571 l/d (2000 gal/d) and 90,850 l/d (24,000 gal/d).

Bio-tower growth media packing packed tower municipal wastewater wastewater treatment gray water chemical oxygen demand ammonia nitrogen.

References (6)

  1. 1 Odor and air emissions control using biotechnology for both collection and wastewater treatment systems [DOI]
  2. 2 Golf Course Environmental Profile Measures Water Use, Source, Cost, Quality, Management and Conservation Strategies [DOI]
  3. 3 Algae to Remove Phosphorous in a Trickling Filter [DOI]
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  6. 6 Nitrification performance of a pilot-scale trickling filter.

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