Field investigation of clogging with different sediment types in a permeable pavement system with low-cost maintenance
DOI:
https://doi.org/10.5902/2179460X84089Keywords:
Pervious concrete, Infiltration, Life cycleAbstract
Maintenance has a significant impact on permeable pavements’ service life. Proper cleaning procedures include pressure washing and heavy-duty wet/dry vacuum to remove accumulated sediment and maintain permeability. Aiming to analyze the influence of sediment type and size on the clogging process and the importance of preventive maintenance, six experimental permeable pavement modules were assessed. Pairs of in-situ Pervious Concrete (PC), Permeable Interlocking Concrete Pavement (PICP) and Permeable Interlocking Pervious Concrete Pavement (PIPCP) were monitored over two consecutive periods: i) under natural clogging process; ii) accelerated clogging under sand and clay sediment types. At the end of both periods, all modules received maintenance through water pressure washing. The results showed a reduction of up to 80% in the surface infiltration capacity during the natural clogging period, but that most of it could be recovered using pressure washing. Result in all situations also reinforced that periodic cleaning every 4-6 months, even with just pressure washing, as a key factor to extend permeable pavements’ life cycle.
Downloads
References
ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. ABNT NBR 16416: Pavimentos permeáveis de concreto - requisitos e procedimentos. Rio de Janeiro: ABNT, 2015.
AMERICAN CONCRETE INSTITUTE. 522R-10: Report on pervious concrete. Rep. No. 522R-10. Farmington Hills, MI: ACI, 2010.
ANTUNES, L. N.; GHISI, E.; THIVES, L. P. Permeable pavements life cycle assessment: A literature review. Water, Basel, v. 10, n. 11, 2018. DOI: https://doi.org/10.3390/w10111575. Disponível em: https://www.mdpi.com/2073-4441/10/11/1575. Acesso em: 12 mar. 2019.
AMERICAN SOCIETY FOR TESTING MATERIALS. ASTM C1701: Standard Test Method for Infiltration Rate of In Place Pervious Concrete. West Conshohocken, PA: ASTM, 2017.
AMERICAN SOCIETY FOR TESTING MATERIALS. ASTM D3385: Standard test method for infiltration rate of soils in field using double-ring infiltrometer. West Conshohocken, PA: ASTM, 2018.
BALLARD, B. W. et al. The SuDS manual. London: CIRIA, 2015.
CHOPRA, M. et al. Effect of rejuvenation methods on the infiltration rates of pervious concrete pavements. Journal of Hydrologic Engineering, Reston, v. 15, n. 6, p. 426-433, 2010. DOI: https://doi.org/10.1061/(ASCE)HE.1943-5584.0000117. Disponível em: https://ascelibrary.org/doi/10.1061/%28ASCE%29HE.1943-5584.0000117. Acesso em: 1 maio 2019.
COLLINS, K. A.; HUNT, W. F.; HATHAWAY, J. M. Hydrologic comparison of four types of permeable pavement and standard asphalt in eastern North Carolina. Journal of Hydrologic Engineering, Reston, v. 13, n. 12, p. 1146-1157, dez. 2008. DOI: https://doi.org/10.1061/(ASCE)1084-0699(2008)13:12(1146). Disponível em: https://ascelibrary.org/doi/10.1061/%28ASCE%291084-0699%282008%2913%3A12%281146%29. Acesso em: 12 nov. 2019.
COUGHLIN, J. P.; CAMPBELL, C. D.; MAYS, D. C. Infiltration and clogging by sand and clay in a pervious concrete pavement system. Journal Hydrology Engineering, v. 17, n. 1, p. 68-73, 2012. Disponível em: https://ascelibrary.org/doi/abs/10.1061/(ASCE)HE.1943-5584.0000424. Acesso em: 4 jun. 2018.
DEO, O.; SUMANASOORIYA, M.; NEITHLATH, N. Permeability reduction in pervious concretes due to clogging: experiments and modeling. Journal of Materials in Civil Engineering, Reston, v. 22, n. 7, p. 741-751, jan. 2010. DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000079. Disponível em: https://ascelibrary.org/doi/10.1061/%28ASCE%29MT.1943-5533.0000079. Acesso em: 21 out. 2019.
EISENBERG, B.; LINDOW, K. C.; SMITH, D. R. (Eds.). Permeable pavements. Virginia: American Society of Civil Engineers, 2015. DOI: https://doi.org/10.1061/9780784413784.
HEIN, M. F.; DOUGHERTY, M.; HOBBS, T. Cleaning methods for pervious concrete pavements. International Journal of Construction Education and Research, Philadelphia, v. 9, n. 2, p. 102-116, fev. 2013. DOI: https://doi.org/10.1080/15578771.2011.649886. Disponível em: https://www.tandfonline.com/doi/full/10.1080/15578771.2011.649886. Acesso em: 12 nov. 2019.
HU, N. et al. A field performance evaluation of the periodic maintenance for pervious concrete pavement. Journal of Cleaner Production, Amsterdam, v. 263, ago. 2020. DOI: https://doi.org/10.1016/j.jclepro.2020.121463. Disponível em: https://www.sciencedirect.com/science/article/pii/S0959652620315109?via%3Dihub. Acesso em: 9 out. 2022.
KAYHANIAN, M. et al. Permeability measurement and scan imaging to assess clogging of pervious concrete pavements in parking lots. Journal of Environmental Management, Amsterdam, v. 95, n. 1, p. 114-123, mar. 2012. DOI: https://doi.org/10.1016/j.jenvman.2011.09.021. Disponível em: https://www.sciencedirect.com/science/article/pii/S0301479711003525?via%3Dihub. Acesso em: 1 maio 2019.
KIA, A.; WONG, H. S.; CHEESEMAN, C. R. Clogging in permeable concrete: A review. Journal Environmental Management, Amsterdam, v. 193, p. 221-233, maio 2017. DOI: https://doi.org/10.1016/j.jenvman.2017.02.018. Disponível em: https://www.sciencedirect.com/science/article/pii/S0301479717301226?via%3Dihub. Acesso em: 9 out. 2022.
KIA, A.; WONG, H. S.; CHEESEMAN, C. R. Defining clogging potential for permeable concrete. Journal of Environmental Management, Amsterdam, v. 220, p. 44-53, ago. 2018. DOI: https://doi.org/10.1016/j.jenvman.2018.05.016. Disponível em: https://www.sciencedirect.com/science/article/pii/S0301479718305358?via%3Dihub. Acesso em: 9 out. 2022.
LIN, W. et al. Development of permeability test method for porous concrete block pavement materials considering clogging. Construction and Building Material, Amsterdam, v. 118, p. 20-26, ago. 2016. DOI: https://doi.org/10.1016/j.conbuildmat.2016.03.107. Disponível em: https://www.sciencedirect.com/science/article/pii/S095006181630407X?via%3Dihub. Acesso em: 7 nov. 2019.
LUCKE, T.; BEECHAM, S. Field investigation of clogging in a permeable pavement system. Building Research & Information, Londres, v. 39, n. 6, p. 603-615, out. 2011. DOI: https://doi.org/10.1080/09613218.2011.602182. Disponível em: https://www.tandfonline.com/doi/full/10.1080/09613218.2011.602182. Acesso em: 21 fev. 2019.
MINETTO, B. Desenvolvimento de sensores de baixo custo para monitoramento hidrológico. 2018. Trabalho de Conclusão de Curso (Graduação em Engenharia Ambiental e Sanitária) – Universidade Federal de Santa Maria, Santa Maria, 2018.
MINETTO, B; ALLASIA D. G. A; TASSI, R. ECOLOGGER. Depositante: Universidade Federal de Santa Maria. BR n. BR512021000388-8. Concessão: 9 mar. 2021.
MISHRA, K.; ZHUGE, Y.; KARUNASENA, K. Clogging mechanism of permeable concrete: A review. Proceedings of Concrete 2013, Sydney, 2013. Disponível em: https://research.usq.edu.au/item/q2373/clogging-mechanism-of-permeable-concrete-a-review. Acesso em: 1 maio 2019.
RAMA, M.; SHANTHI, V. M. Experimental study on sedimentation removal of pervious concrete. Archives of Civil Engineering, Varsóvia, v. 64, n. 1, p. 181-195, jun. 2018. DOI: https://doi.org/10.2478/ace-2018-0012. Disponível em: https://www.researchgate.net/publication/325613022_Experimental_Study_on_Sedimentation_Removal_of_Pervious_Concrete. Acesso em: 10 out. 2022.
RAZZAGHMANESH, M.; BEECHAM, S. A review of permeable pavement clogging investigations and recommended maintenance regimes. Water, Basel, v. 10, n. 3, 2018. DOI: https://doi.org/10.3390/w10030337. Disponível em: https://www.mdpi.com/2073-4441/10/3/337. Acesso em: 7 nov. 2019.
ROMAN, C. A. Controle da drenagem na fonte e sua compatibilização ao plano municipal de saneamento ambiental de Santa Maria. 2015. Dissertação (Mestrado em Engenharia Civil) – Universidade Federal de Santa Maria, Santa Maria, 2015. Disponível em: https://repositorio.ufsm.br/handle/1/7891. Acesso em: 2 fev. 2018.
SCHAEFER, V. R.; KEVERN, J. T.; WANG, K. An integrated study of pervious concrete mixture design for wearing course applications. Ames, IA: National CP Tech Center, 2011.
TONG, B. Clogging Effects of Portland Cement Pervious Concrete. 2011. Dissertação (Mestrado em Ciências) – Iowa State University, Ames, 2011. DOI: https://doi.org/10.31274/etd-180810-303. Disponível em: https://dr.lib.iastate.edu/entities/publication/37a74663-cdea-408b-b3cf-e9547fd3c46a. Acesso em: 4 jan. 2019.
URBONAS, B.; STAHRE, P. Stormwater best management practices and detention for water quality, drainage, and CSO management. New Jersey: Prentice Hall, 1993. 471 p.
WATSON-CRAIK, I. A.; JONES, L. R. Selected approaches for the investigation of microbial interactions in landfill sites. In: SENIOR, E. (ed.). Microbiology of Landfill Sites. 2. ed. Boca Raton, FL: CRC Press, 2020. p. 31-65.
YONG, C. F.; MCCARTHY, D. T.; DELETIC, A. Predicting physical clogging of porous and permeable pavements. Journal of Hydrology, Amsterdam, v. 481, p. 48-55, fev. 2013. DOI: https://doi.org/10.1016/j.jhydrol.2012.12.009. Disponível em: https://www.sciencedirect.com/science/article/pii/S0022169412010694?via%3Dihub. Acesso em: 1 maio 2019.
ZHANG, J. et al. Numerical study on pore clogging mechanism in pervious pavements. Journal of Hydrology, Amsterdam, v. 565, p. 589-598, out. 2018. DOI: https://doi.org/10.1016/j.jhydrol.2018.08.072. Disponível em: https://www.sciencedirect.com/science/article/pii/S0022169418306760?via%3Dihub. Acesso em: 10 out. 2022.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Ciência e Natura
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
To access the DECLARATION AND TRANSFER OF COPYRIGHT AUTHOR’S DECLARATION AND COPYRIGHT LICENSE click here.
Ethical Guidelines for Journal Publication
The Ciência e Natura journal is committed to ensuring ethics in publication and quality of articles.
Conformance to standards of ethical behavior is therefore expected of all parties involved: Authors, Editors, Reviewers, and the Publisher.
In particular,
Authors: Authors should present an objective discussion of the significance of research work as well as sufficient detail and references to permit others to replicate the experiments. Fraudulent or knowingly inaccurate statements constitute unethical behavior and are unacceptable. Review Articles should also be objective, comprehensive, and accurate accounts of the state of the art. The Authors should ensure that their work is entirely original works, and if the work and/or words of others have been used, this has been appropriately acknowledged. Plagiarism in all its forms constitutes unethical publishing behavior and is unacceptable. Submitting the same manuscript to more than one journal concurrently constitutes unethical publishing behavior and is unacceptable. Authors should not submit articles describing essentially the same research to more than one journal. The corresponding Author should ensure that there is a full consensus of all Co-authors in approving the final version of the paper and its submission for publication.
Editors: Editors should evaluate manuscripts exclusively on the basis of their academic merit. An Editor must not use unpublished information in the editor's own research without the express written consent of the Author. Editors should take reasonable responsive measures when ethical complaints have been presented concerning a submitted manuscript or published paper.
Reviewers: Any manuscripts received for review must be treated as confidential documents. Privileged information or ideas obtained through peer review must be kept confidential and not used for personal advantage. Reviewers should be conducted objectively, and observations should be formulated clearly with supporting arguments, so that Authors can use them for improving the paper. Any selected Reviewer who feels unqualified to review the research reported in a manuscript or knows that its prompt review will be impossible should notify the Editor and excuse himself from the review process. Reviewers should not consider manuscripts in which they have conflicts of interest resulting from competitive, collaborative, or other relationships or connections with any of the authors, companies, or institutions connected to the papers.