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This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License
Article
Author(s)
Lourenço Bechara1,2, Juliano Ponte2 and Márcio Barata2
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DOI:10.17265/1934-7359/2019.07.003
Affiliation(s)
1. Instituto Federal do Pará Campus CDA, Conceição do Araguaia 68540-000, Brasil
2. Programa de Pós-Graduação em Arquitetura e Urbanismo, Universidade Federal do Pará, Belém, 66075-110, Brasil
ABSTRACT
The urbanization process of the urban centers in the
Amazon occurred quickly and without planning. Belém, one of the main cities in
the region, suffers from intense flooding due to urbanization growth and the
disorderly occupation of floodplains. The objective was to evaluate the
producing of pervious concrete that
meets the mechanical and hydraulic performance criteria for permeable pavement
molded on site and to simulate the replacement of the entire public walkway
system of a hydrographic basin in Belém in
order to verify if this measure would alter the
permeability of the basin and meet minimum requirements of at least 25%
permeable area. The
properties of three mixtures of pervious concrete with aggregates of different
grading were evaluated. The permeability and flexural
strength of all blends were higher than the minimum
required for use as a permeable pavement for
light vehicle traffic. The simulation showed that replacement of the public
walkway by permeable pavement increased the permeable area of the watershed from 19 to 23%, changing from a poor
condition to an acceptable level. The results indicate the potential to improve
the performance of drainage systems through the wider use of permeable pavement
associated with traditional structural measures.
KEYWORDS
Pervious concrete, permeable pavement, non-structural drainage, floods, high rainfall, Amazon region.
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