Technical Papers
May 19, 2017

Pretreatments and Intermediate Hybrid Treatments for the Improvement of the Anaerobic Digestion of Sewage Sludge: Preliminary Results

Publication: Journal of Environmental Engineering
Volume 143, Issue 9

Abstract

Waste activated sludge (WAS) is commonly treated by using anaerobic digestion (AD), which has the advantage of reducing sludge volumes and generating methane. However, the sludge structure limits the efficiency of these AD processes. In fact, most of the organic substance found in sludge is surrounded by cell walls or bound in complex structures [extracellular polymeric substance (EPS)] and can only be made ready for digestion after intense hydrolysis processes. This paper presents the preliminary results of tests carried out to compare the performances of pretreatments and intermediate treatments. They were both performed using a hybrid modality, that is, by combining an alkali agent and heat. Hybrid treatments at low doses [4–8% of the total soid (TS) matrix] of NaOH and Ca(OH)2 were carried out on WAS and on already digested sludge. Batch mesophilic digestion tests were used to assess the methane specific production of samples of WAS and digestate before and after lysis treatment. Digestibility tests revealed a specific methane yield of respectively 0.166 and 0.143  Nm3/kgVSadded for raw WAS and digestate. The production of methane for the WAS sample increased by 40 and 66% when it was treated at 70 and 90°C, respectively, in combination with a NaOH dose of 4  g/100  g TS. Intermediate treatments carried out under the same operating conditions caused increases in the specific production of methane of 31% (70°C) and 54% (90°C), respectively, for the samples of already digested sludge. Using these results, it was calculated that if the digestion process was carried out in two steps, with a duration of 10 days each, the production of methane could increase by 27 and 17% (at 70 and 90°C), respectively, compared with the scenario that only used the pretreatment processes.

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Acknowledgments

This paper is dedicated to the memory of Prof. Giuseppe Genon, who passed away on June 24, 2016. SMAT, Società Metropolitana Acque Torino, is gratefully acknowledged for funding the experimentation presented in this paper. The authors wish also to thank the support of Massimiliano Bolettieri and Simone Morra in the experimental activities. Giovanna Zanetti is also kindly acknowledged for performing CHNS sludge characterization.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 143Issue 9September 2017

History

Received: Sep 30, 2016
Accepted: Feb 24, 2017
Published online: May 19, 2017
Published in print: Sep 1, 2017
Discussion open until: Oct 19, 2017

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Authors

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Giuseppe Campo [email protected]
Ph.D. Candidate, Dept. of Environment, Land and Infrastructure Engineering, Politecnico di Torino – Corso Duca degli Abruzzi, 24, 10129 Torino, Italy. E-mail: [email protected]
Alberto Cerutti [email protected]
M.Sc. Graduate, Research Fellow, Dept. of Environment, Land and Infrastructure Engineering, Politecnico di Torino – Corso Duca degli Abruzzi, 24, 10129 Torino, Italy. E-mail: [email protected]
Mariachiara Zanetti [email protected]
Professor, Dept. of Environment, Land and Infrastructure Engineering, Politecnico di Torino – Corso Duca degli Abruzzi, 24, 10129 Torino, Italy. E-mail: [email protected]
Gerardo Scibilia [email protected]
M.Sc. Graduate, SMAT Researcher, Società Metropolitana Acque Torino S.p.A. – Via Po 2, 10090 Castiglione Torinese (TO), Italy. E-mail: [email protected]
Eugenio Lorenzi [email protected]
SMAT LRC_FD Manager, Società Metropolitana Acque Torino S.p.A. – Via Po 2, 10090 Castiglione Torinese (TO), Italy. E-mail: [email protected]
Barbara Ruffino [email protected]
Assistant Professor, Dept. of Environment, Land and Infrastructure Engineering, Politecnico di Torino – Corso Duca degli Abruzzi, 24, 10129 Torino, Italy (corresponding author). E-mail: [email protected]

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