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Effects of Thickened Excess Sludge Pre-Treatment Using Hydrodynamic Cavitation for Anaerobic Digestion

Author

Listed:
  • Agnieszka Garlicka

    (Department of Water Supply and Wastewater Treatment, Faculty of Building Services, Hydro and Environmental Engineering, Warsaw University of Technology, 20 Nowowiejska St., 00-653 Warsaw, Poland)

  • Monika Zubrowska-Sudol

    (Department of Water Supply and Wastewater Treatment, Faculty of Building Services, Hydro and Environmental Engineering, Warsaw University of Technology, 20 Nowowiejska St., 00-653 Warsaw, Poland)

  • Katarzyna Umiejewska

    (Department of Water Supply and Wastewater Treatment, Faculty of Building Services, Hydro and Environmental Engineering, Warsaw University of Technology, 20 Nowowiejska St., 00-653 Warsaw, Poland)

  • Otton Roubinek

    (Institute of Nuclear Chemistry and Technology, 16 Dorodna St., 03-195 Warsaw, Poland)

  • Jacek Palige

    (Institute of Nuclear Chemistry and Technology, 16 Dorodna St., 03-195 Warsaw, Poland)

  • Andrzej Chmielewski

    (Institute of Nuclear Chemistry and Technology, 16 Dorodna St., 03-195 Warsaw, Poland)

Abstract

The main purpose of this study was the assessment of the possibility of increasing the production of biogas through the pre-treatment of thickened excess sludge (TES) by means of the hydrodynamic cavitation (HC) conducted at different levels of energy density (E L ) i.e., 70, 140 and 210 kJ/L. The experiments were performed on a pilot scale, and a mixture of thickened primary sludge (TPS) and TES was used as digester feed. The results documented that an important parameter determining the possibility of obtaining an enhanced methane production is the value of energy input in the HC process. This parameter determines the changes occurring in sludge as a result of disintegration (i.e., sludge floc deagglomeration, lysis of cells, re-flocculation process and the related release of compounds susceptible to biodegradation from sludge flocs). The maximum increase in methane yield (MY) of 152% was obtained for E L = 140 kJ/L. In this case, HC mainly caused sludge floc deagglomeration. An increase in MY was also recorded when TES was subject to the disintegration process at E L = 210 kJ/L. However, it was 4.3 times lower than that observed for E L = 140 kJ/L. Pre-treatment of TES at E L = 70 kJ/L did not contribute to an increase in methane production.

Suggested Citation

  • Agnieszka Garlicka & Monika Zubrowska-Sudol & Katarzyna Umiejewska & Otton Roubinek & Jacek Palige & Andrzej Chmielewski, 2020. "Effects of Thickened Excess Sludge Pre-Treatment Using Hydrodynamic Cavitation for Anaerobic Digestion," Energies, MDPI, vol. 13(10), pages 1-15, May.
    • Handle: RePEc:gam:jeners:v:13:y:2020:i:10:p:2483-:d:358278
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    References listed on IDEAS

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    1. Gil, A. & Siles, J.A. & Martín, M.A. & Chica, A.F. & Estévez-Pastor, F.S. & Toro-Baptista, E., 2018. "Effect of microwave pretreatment on semi-continuous anaerobic digestion of sewage sludge," Renewable Energy, Elsevier, vol. 115(C), pages 917-925.
    2. Zhen, Guangyin & Lu, Xueqin & Li, Yu-You & Zhao, Youcai, 2014. "Combined electrical-alkali pretreatment to increase the anaerobic hydrolysis rate of waste activated sludge during anaerobic digestion," Applied Energy, Elsevier, vol. 128(C), pages 93-102.
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    Cited by:

    1. Marcin Zieliński & Marcin Dębowski & Joanna Kazimierowicz & Anna Nowicka & Magda Dudek, 2024. "Application of Hydrodynamic Cavitation in the Disintegration of Aerobic Granular Sludge—Evaluation of Pretreatment Time on Biomass Properties, Anaerobic Digestion Efficiency and Energy Balance," Energies, MDPI, vol. 17(2), pages 1-17, January.
    2. Alsayed Mostafa & Min-Gyun Kim & Seongwon Im & Mo-Kwon Lee & Seoktae Kang & Dong-Hoon Kim, 2020. "Series of Combined Pretreatment Can Affect the Solubilization of Waste-Activated Sludge," Energies, MDPI, vol. 13(16), pages 1-11, August.
    3. Walczak, Justyna & Karolinczak, Beata & Zubrowska-Sudol, Monika, 2023. "Effect of co-digestion and hydrodynamic disintegration on the methane potential of sewage sludge and organic fraction of municipal solid waste with consideration of the carbon footprint," Energy, Elsevier, vol. 282(C).

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