Aloe sp. leaf gel and water glass for municipal wastewater sludge treatment and odour removal

Author:

Jaouadi Thameur12,Hajji Mounir3,Kasmi Mariam2,Kallel Amjad4,Chatti Abdelwaheb2,Hamzaoui Hichem3,Mnif Adel3,Tizaoui Chedly5,Trabelsi Ismail2

Affiliation:

1. Office National de l'Assainissement (ONAS), Tunis, Tunisia

2. Laboratoire de Traitement et Valorisation des Rejets Hydriques (LTVRH), CERTE, Technopark of Borj-Cedria, 8020, Soliman, Tunisia and University of Carthage, Avenue de la Republique, P.O. Box 77, 1054 Amilcar, Tunis, Tunisia

3. Laboratoire de Valorisation des matériaux utiles, Centre national des sciences et recherche de matériaux University of Carthage, Tunis, Tunisia

4. Laboratoire Eau-Energie-Environnement (3E), Sfax National School of Engineering, University of Sfax, P.O. Box 1173, 3038, Sfax, Tunisia

5. College of Engineering, Bay Campus, Swansea University, Swansea SA1 8EN, UK

Abstract

Abstract Aloe gel (Alg), which is a natural extract from the Aloe sp. plant, was evaluated in this study for its potential use as a bioflocculant to treat urban wastewater sewage sludge. The gel was used alone and combined with water glass (WG) under controlled conditions in laboratory experiments. Alg was found effective to settle the flocculated sludge rapidly and remove distinctive unpleasant odours of the sludge as highlighted by gas chromatography-mass spectrometry (GC/MS) analysis. Furthermore, Alg was pH tolerant and had no effect in changing the pH of the wastewater. The optimum dose of Alg was 3% at which a sludge volume index (SVI) of 45.4 mL/g was obtained within 30 min settling time. To enhance the treatment performances of Alg, WG was also evaluated as an alkali agent to further reduce the chemical oxygen demand (COD) and ammonia (NH4-N) in the wastewater. At equal doses of 3% of WG and Alg each, the combined treatment outcomes showed high turbidity and NH4-N removals of 83 and 89%, respectively, but the overall COD removal was at best 25%. The settling rate of treated sludge with combined Alg/WG was very rapid giving an SVI of 25.4 mL/g within only 5 min.

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

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