Abstract

Performances of sequential denitrification and partial nitrification process for treatment of landfill leachate

Highlights

  • Landfill is the most commonly used method for the disposal of solid waste all over the world because of some advantages such as easy set-up and low cost compared to other disposal methods [1],[2]

  • This study aims at investigating the sequential denitrification and the partial nitrification performance of anoxic moving bed reactor (AnoxMBBR)-aerobic sequencing batch reactor (AeSBR) to remove ammonium-nitrogen from landfill leachate (LFL)

  • The results of this study suggest that use of sequential denitrification/partial nitrification is an effective way to remove chemical oxygen demand (COD) and ammonium from raw LFL additional treatment methods to this sequential system can be applied as pretreatment and/or post treatment for achieving the desired water quality because effluent total nitrogen (TN) and COD values are still not meet with the discharge standards of 40 mg N/L and 600 mg COD/L

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Summary

Introduction

Landfill is the most commonly used method for the disposal of solid waste all over the world because of some advantages such as easy set-up and low cost compared to other disposal methods [1],[2]. The formation of landfill leachate (LFL), which produces by physiochemicalbiological decomposition of solid wastes and rainwater percolation through solid wastes, is the major disadvantage of this method [6]. Various physicochemical [14],[15] and biological treatment [16] methods have been extensively investigated for removing ammonium-nitrogen from LFL in literature [1]. Biological treatment methods have important advantages, such as; their cost effective, low sludge production capacity and ecofriendly nature [17],[18]. Activated sludge [16] Anommox [19], partial nitrification/denitrification [20], anoxic/oxic (A/O) process

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