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Reduction of Foam in Sewage Treatment Plant by Using Pervious Concrete

P.P. Mapari1 Aakanksha Pahadi2 Gopika Sanas3 Ishwari Jadhav4 Sulochana Gaikwad5 Yogesh Sable6
1Assistant Professor, Department of civil Engineering, Sanghavi College of engineering Nashik, Savitribai phule pune University, Maharashtra, India. 23456 Students, Department of civil Engineering, Sanghavi College of engineering Nashik, Savitribai phule pune University, Maharashtra, India.

Published Online: March-April 2025

Pages: 105-110

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References

1. .Kiselev, A.V.; Magaril, E.R.; Rada, E.C. Energy and sustainability assessment of municipal wastewater treatment under circular
economy paradigm. WIT Trans. Ecol. Environ. 2019, 237, 109–120.
2. Capodici, M.; Di Bella, G.; Nicosia, S.; Torregrossa, M. Effect of chemical and biological surfactants on activated sludge of MBR
system: Microscopic analysis and foam test. Bioresour. Technol. 2014, 177, 80–86. [CrossRef] [PubMed]
3. Guo, F.; Wang, Z.P.; Yu, K.; Zhang, T. Detailed investigation of the microbial community in foaming activated sludge reveals novel
foam formers. Sci. Rep. 2015, 5, 1–9. [CrossRef] [PubMed]
4. Ayers D. and Kelly R. (2012), Solutions to Mitigate Effects of Microthrix parvicella at the Meridian WWTP, PNCWA Annual
Conference 2012.
5. Bitton G. (2005), Wastewater Microbiology, Third Edition, a John Wiley & sons, inc., Publication, pp 288.
6. Caravelli A., Contreras E.M., Giannuzzi L. and Zaritzky N. (2003), Modeling of chlorine effect on floc forming and filamentous micro-
organisms of activated sludges, Water Research, 37, 2097–2105.
7. A.K. Jain et al. “Effect Of Shape And Size Of Aggregate On Permeability Of Pervious Concrete” [Dec 2011] Journal of Engineering
Research and Studies PP- 48-51
8. Alireza Joshaghani “Mechanical Characteristic of Pervious Concrete Considering the Gradation and Size of Coarse Aggregates”
[September 2014] Research Journal of Environmental and Earth Sciences 6(9): 437-442 PP- 437-442
9. Prof M.S Shetty on Concrete Technology – For mix design of Concrete.

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