Nitrate removal from groundwater using an activated sludge as a source of bacteria

Author:

Amarine Mohammed12ORCID,Jerroumi Sarah34,Lekhlif Brahim13,Zouheir Yassine5,Chafik Amine5,Mliji El Mostafa6,Echaabi Jamal1

Affiliation:

1. a Applied Research Team on Polymers, Higher National School of Electricity and Mechanics, Hassan II University, B.P. 8118, Oasis, Casablanca, Morocco

2. b Laboratory of Water Chemistry, Institut Pasteur du Maroc. 1, Place Louis Pasteur, Casablanca 20360, Morocco

3. c Research Team Hydrogeology, Water Treatment, and Climate Change, Environment Engineering Laboratory, Hassania School of Public Works, Hassan II University, km 7, B.P. 8108, Oasis, Casablanca, Morocco

4. d Department of Chemistry, Faculty of Sciences Ain Chock, Hassan II University, B.P. 5366, Casablanca, Morocco

5. e Laboratory of Molecular Bacteriology, Institut Pasteur du Maroc. 1, Place Louis Pasteur, Casablanca 20360, Morocco

6. f Laboratory of Water Microbiology and Environmental Hygiene, Food Safety and Environment Department, Institut Pasteur du Maroc.1, Place Louis Pasteur, Casablanca 20360, Morocco

Abstract

Abstract In this study, the denitrification of nitrate-contaminated groundwater by the heterotrophic denitrification (HD) method was studied to produce drinking water. Preliminary tests were carried out in a denitrification reactor, consisting of an opaque PVC column filled with a plastic packing, and fed with a synthetic solution based on glycerol, in which activated sludge bacteria were added. The performance of the reactor was monitored by measuring physicochemical parameters such as pH, turbidity, nitrates, and nitrites. This monitoring was carried out for different tests within the same reactor to evaluate the adaptation possibilities of the denitrifying bacteria. At the end of each test when the substrate was exhausted, a new synthetic solution was added to the reactor under discontinuous aeration (aeration period = 1 h). The results obtained showed that the nitrate removal efficiency reached a value of 99.42% after 8 h of treatment depending on the adaptation of the denitrifying bacteria. This experiment also showed that the concentration of produced nitrite depends on the aeration mode and it reached a value below the detection limit in the sequential aeration mode after 12 h of treatment under discontinuous aeration (aeration period = 1 h).

Publisher

IWA Publishing

Subject

Water Science and Technology

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