Removal of ammonia from tannery effluents in a reed bed constructed wetland

Water Sci Technol. 2003;48(11-12):179-86.

Abstract

A horizontal subsurface flow reed bed, Pragmites australis, constructed wetland system was operated continuously for one year at 5 different hydraulic retention times between 5 days-11 days with real tannery industry effluent to investigate mainly NH4-N and COD removal performance of the system. The bed was also operated at different initial NH4-N concentrations between 10-30 mg/L by adding NH4Cl into the tannery effluent. The results indicated that ammonia-nitrogen removal is significantly affected by hydraulic retention time while COD is not. The optimum HRT was determined as 8 days with over 95% NH4-N and around 30% COD removal efficiency. The system shows higher removal performance at high initial NH4-N concentrations. Almost complete (99%) NH4-N removal and over 40% COD removal was obtained at (NH4-N)0 = 20 mg/L and HRT = 7 days. PO4-P and total chromium removal were not significantly affected by operating conditions

MeSH terms

  • Ammonia / isolation & purification*
  • Animals
  • Biodegradation, Environmental
  • Bioreactors*
  • Cattle
  • Ecosystem*
  • Industrial Waste*
  • Skin
  • Water Movements
  • Water Purification / methods*

Substances

  • Industrial Waste
  • Ammonia