Summer rainstorms frequently cause flash flooding in northern areas of Rio de Janeiro in Brazil. After decades of problems the city's water authority has finally planned a coordinated series of works to mitigate the hazard once and for all. One of the most critical areas is in the Mangue district, home to the Maracanã stadium, which is drained by five rivers. This paper describes the planning, design and management of a variety of flood control works currently under construction. Valued at around £300 million, these include five new deep detention reservoirs, enlargement of existing 1·8 km long culverts and construction of a 2·4 km long river diversion tunnel. All river flows are also now monitored by the city's new operation and control centre.
Article navigation
November 2013
Research Article|
November 01 2013
Flash flood control works around the Maracanã stadium district in Rio de Janeiro, Brazil
Mauro Duarte;
Mauro Duarte
1
Senior Civil Engineer, City of Rio de Janeiro, Brazil; formerly President of Rio Águas, Rio de Janeiro, Brazil
Search for other works by this author on:
Paulo Fonseca, DSc;
Paulo Fonseca, DSc
2
Senior Civil Engineer, Rio-Águas, Rio de Janeiro, Brazil and Professor, Civil Engineering Department, Fluminense Federal University (UFF), Niterói, Brazil
Search for other works by this author on:
Alberto Ortigao, PhD
Alberto Ortigao, PhD
3
Geotechnical Engineering Consultant and Director, Terratek Ltd, Rio de Janeiro, Brazil
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
February 11 2013
Accepted:
July 15 2013
Online ISSN: 1751-7672
Print ISSN: 0965-089X
ICE Publishing: All rights reserved
2013
Proceedings of the Institution of Civil Engineers - Civil Engineering (2013) 166 (6): 44–48.
Article history
Received:
February 11 2013
Accepted:
July 15 2013
Citation
Duarte M, Fonseca P, Ortigao A (2013), "Flash flood control works around the Maracanã stadium district in Rio de Janeiro, Brazil". Proceedings of the Institution of Civil Engineers - Civil Engineering, Vol. 166 No. 6 pp. 44–48, doi: https://doi.org/10.1680/cien.13.00009
Download citation file:
New and popular articles
Suggested Reading
Effect of axial stiffness on soil nail forces
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (February,2015)
Mobilised strength components in brittle failure of rock
Geotechnique (April,2003)
Construction of a deep shaft for Crossrail
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (December,2008)
Negotiation of poor ground in an undersea tunnel
Proceedings of the Institution of Civil Engineers - Forensic Engineering (February,2014)
Using buttress walls to reduce excavation-induced movements
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (August,2008)
Related Chapters
Ground and rock fragmentation – drilling and blasting
Civil Excavations and Tunnelling: A practical guide
Earth movers, excavators and open-cut excavations
Civil Excavations and Tunnelling: A practical guide
Raising, sinking and large subsurface excavations
Civil Excavations and Tunnelling: A practical guide
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
