Water reservoirs on Madeira Island: (essential) waterproofing with geosynthetics

Authors

  • Madalena Barroso Laboratório Nacional de Engenharia Civil
  • Laura Caldeira Laboratório Nacional de Engenharia Civil https://orcid.org/0000-0002-9164-2118
  • Pedro França Ferreira Empresa de Eletricidade da Madeira
  • Paulo França Empresa de Eletricidade da Madeira
  • Carlos Maligno ARM - Águas e Resíduos da Madeira, S.A. https://orcid.org/0009-0001-5477-2079

DOI:

https://doi.org/10.14195/2184-8394_extra2024_1_2

Keywords:

dam, reservoir, volcanic formations, lining system, geosynthetics

Abstract

The island of Madeira has several water reservoirs for different purposes, including the Pico da Urze and Portela dams. A common feature of these infrastructures is that the characteristics of the volcanic geological formations and the materials used in the construction of the dams do not guarantee the necessary waterproofing, making the use of geosynthetics in lining systems essential. A geocomposite (PVC geomembrane thermally coupled to a geotextile) was used in the Pico da Urze dam and a PEAD geomembrane in the Portela dam. The use of these materials presented some challenges in terms of the design and construction of their lining systems. This paper presents the main challenges faced during the design and construction of the lining systems, which were supported by the Laboratório Nacional de Engenharia Civil as part of the technical assistance provided to the dam owners.

Downloads

Download data is not yet available.

References

ASTM D 4437-18 (2018). Standard practice for nondestructive testing (NDT) for determining the integrity of seams used in joining flexible polymeric sheet geomembranes. American Society for Testing Materials, USA.

ASTM D 5820-18 (2018). Standard practice for pressurized air channel evaluation of dual seamed geomembranes. American Society for Testing Materials, USA.

ASTM D 6365-18 (2018). Standard practice for nondestructive testing of geomembrane seams using the spark test. American Society for Testing and Materials, USA.

ASTM D 6392-18 (2018). Standard test method for determining the integrity of nonreinforced geomembrane seams produced using thermo-fusion methods. American Society for Testing Materials, USA.

ASTM D 7177 -15 (2015). Standard specification for air channel evaluation of polyvinyl chloride (PVC) dual track seamed geomembranes. American Society for Testing Materials, USA.

CARPI (2018). Pico da Urze reservoir. Wind uplift and stability calculation. Technical note.

CARPI (2019). Waterproofing of Pico da Urze reservoir with CARPI geomembrane system. Design Statement (revision 3).

Giroud, J.P. (1995). Uplift of geomembranes by wind. Geosynthetics International, Vol. 2, No. 6, pp. 897-952. https://doi.org/10.1680/gein.2.0042

ICOLD (2010). Geomembrane sealing systems for dams. Bulletin 135 of the International Commission on Large Dams, Paris, France.

TPF (2019). Ampliação do Aproveitamento Hidroelétrico da Calheta. Barragem do Pico da Urze.

Vertematti, J. C. (2004). Manual Brasileiro de Geossintéticos. 6 ed. São Paulo: Edgard Blucher.

Published

2024-03-08

Issue

Section

Articles