Brazilian cities, like other cities in developing countries, have changed in the last few decades due to accelerated population growth and rural–urban migration. Since these changes are not accompanied by urban planning, they represent a great risk to the maintenance of a balanced environment. This results in deforestation, excessive soil waterproofing, floodplain occupation, river pollution and much environmental damage. The main threats to watercourses in Brazilian urban areas are polluting loads, loss of ecosystem services due to changes in the natural channel design, as well as the impacts of unplanned occupation in watersheds. When it comes to watershed rehabilitation, three techniques can be adopted: restoration, revitalisation or recovery. The choice between these is based on watershed features and the desired outcome of the rehabilitation process. This paper proposes a method to select water rehabilitation techniques adapted to the context of Brazil.
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April 2021
Research Article|
September 21 2020
Urban Brazilian watersheds: when to opt for restoration, revitalisation or recovery
Juliana Caroline de Alencar da Silva, PhD
;
Juliana Caroline de Alencar da Silva, PhD
Researcher, Hydraulic and Environmental Department, Polytechnic School, São Paulo University, São Paulo, SP, Brazil (corresponding author: juliana.caroline.silva@usp.br)
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Monica Ferreira do Amaral Porto, PhD
Monica Ferreira do Amaral Porto, PhD
Professor, Hydraulic and Environmental Department, Polytechnic School, São Paulo University, São Paulo, SP, Brazil
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Publisher: Emerald Publishing
Received:
September 21 2018
Accepted:
July 07 2020
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2020
Proceedings of the Institution of Civil Engineers - Water Management (2021) 174 (2): 70–83.
Article history
Received:
September 21 2018
Accepted:
July 07 2020
Citation
da Silva JCDA, Porto MFDA (2021), "Urban Brazilian watersheds: when to opt for restoration, revitalisation or recovery". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 174 No. 2 pp. 70–83, doi: https://doi.org/10.1680/jwama.18.00080
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