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10th International Symposium on Managed Aquifer Recharge Abstract Book

Lobo Ferreira, J. P. C.; Escalante , E. (ISMAR 10 Grupo Tragsa, 2019-05-20)

How to control saltwater intrusion in coastal zones implementing an appropriated MAR facility? The parameters required to answer that question, include the selection of the most appropriate MAR technology and the best ...

15.º ano de bolsas de estudos científicos da OTAN. Bolsa de estudo.

Covas, J. A. (1974-11)

15º Ano de bolsas de estudos científicos da OTAN. Bolsa de estudo n.º 30/73. Relatório final

Covas, J. A. (1974-11)

16th century azulejos excavated in Lisbon: a tile with arabesque designs found at Terraços do Carmo

Mimoso, J.; Pais, A.; Marques, A.; Esteves, L.; Morais Pereira, S.; Antunes, M.; Cardoso, A.; Candeias, A. (LNEC, 2019-11)

Counter to the notion that the production of azulejos in Portugal during the 16th century was scant, recent excavations are bringing to light shards that point to the opposite. The variety of fragments recovered from the ...

18th century Portuguese tiles: characterization and reproduction study of Ca-rich biscuits

Morais Pereira, S.; Musacchi, J.; Mendes, M.; Leal, A.; Esteves, L.; Santos Silva, A.; Mimoso, J. (Laboratório Nacional de Engenharia Civil, 2015-07-02)

Majolica tiles from the 17th-18th centuries make up one of the most important art heritages of Portugal. Their characterization and gains in knowledge through their reproduction are important to obtain information about ...

1as Jornadas Técnicas do NAU e do GH - 31 Março 2009 LNEC

Baptista Coelho, A. (Grupo Habitar, 2009-03-31)

1D/2D integrated modelling and performance assessment to support flood management

Beceiro, P.; Cardoso, M. A.; Ferreira, F. (APESB, 2017-12)

Urban flooding occurrence has significant impacts and negative effects that require an adequate assessment, taking into consideration the different consequences associated with them. This study proposes a methodology based ...

1D/2D stormwater modelling to support urban flood risk management in estuarine areas: hazard assessment in the Dafundo case study

Cardoso, M. A.; Almeida, M. C.; Brito, R.; Gomes, J. L.; Beceiro, P.; Oliveira, A. (CIWEM, 2020-09)

Flood risk management in urban areas adjacent to the coast is essential to increase their resilience. This study aims at improving scientific knowledge of flood risk alongside estuaries, considering different hazards and ...

2.4 Lisbon. In Second intermediate synthesized report of technology progress and state of play across all the LLs.

Rosa, M. J.; Figueiredo, D.; Lourinho, R,; Mendes, R.; Ribeiro, R.; Oliveira, M. M.; Viegas, R.M. C.; Cardoso, P.; Teixeira, P. (2023-08)

This internal report of Work Package 2 – Water-smart technologies and concepts, targeted at the B-WaterSmart consortium members, aims to fulfil Milestone 24 of the project entitled “Customized technologies ready for ...

2.ª Análise retrospectiva do parque financiado pelo Instituto Nacional de Habitação nos anos de 1989/95 - Análise Arquitectónica

Baptista Coelho, A.; Branco Pedro, J.; Leça Coelho, A. (LNEC, 2011-04)

No presente relatório destacam-se os resultados da análise arquitectónica realizada ao parque habitacional financiado pelo Instituto Nacional de Habitação (INH) no período de 1989 a 1995, resultados estes depois ponderadamente ...

2.ª geração do Eurocódigo 5 – Projeto de estruturas de madeira

Dias, A.; Saporiti Machado, J.; Negrão, J. (LNEC, 2024-07)

No setor da construção em Portugal. Como resultado nunca existiram regulamentos para a sua aplicação, tendo a primeira versão do Eurocódigo 5 marcado um ponto de viragem, a esse nível. Publicado em 2004, num periodo ...

2.ª Geração do Eurocódigo 9 - Projeto de estruturas de alumínio

Reis, L.; Martins, R.; Pinho-da-Cruz, J.; Emílio, F. T.; Viegas, J. (rpee, 2024-07)

A segunda geração dos Eurocódigos Estruturais está em conclusão e,entre eles, o Eurocódigo 9, que se aplica a estruturas de alumínio, tema importância de poder facilitar um uso estrutural mais amplo dessematerial. Neste ...

20 anos de ensaios em modelo reduzido para obras marítimas da Região Autónoma dos Açores

Silva, L. G. (******, 2005)

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20th Century Mortars: Physical and Mechanical Properties from Awarded Buildings in Lisbon (Portugal)—Studies towards Their Conservation and Repair

Almeida, L.; Santos Silva, A.; Veiga, M. R.; Mirão, J. (MDPI, 2023-09-28)

This paper addresses the study of renders and plasters’ physical and mechanical characteristics from selected buildings awarded during the 20th century with a renowned architectural prize in Lisbon, Portugal. The ...

20th Century Mortars: Physical and Mechanical Properties from Awarded Buildings in Lisbon (Portugal)—Studies towards Their Conservation and Repair.

Almeida, L.; Santos Silva, A.; Veiga, M. R.; Mirão, J. (MDPI, 2023-09-28)

This paper addresses the study of renders and plasters’ physical and mechanical characteristics from selected buildings awarded during the 20th century with a renowned architectural prize in Lisbon, Portugal. The ...

2D numerical modelling of fluvial dike breach by overtopping

Alvarez, T.; Conde, D.; Amaral, S.; Viseu, T.; Ferreira, R. L. (IAHR, 2018-06)

Inundation by dike breaches can cause loss of lives and significant costs. This work presents an effort to validate the shallow-water and morphological solver, STAV-2D, for fluvial dike breach processes with a simplified ...

2D sections of porosity and water saturation percent from combined resistivity and seismic surveys for hydrogeologic studies

Mota, R.; Monteiro dos Santos, F. A. (The leading edge, 2006-06)

Porosity and water saturation percent, or their product—the water content—are important parameters for most hydrogeologic studies. Geophysical methods, especially the resistivity method, are routinely applied to studying ...

2DH modelling and mapping of surfbeat-driven flooding in the shadow of a jettied tidal inlet

Nahon, A.; Fortunato, A. B.; Oliveira , F.; Azevedo, A.; Henriques, M.; Silva, P. A.; Baptista, P.; Freire, P. (Elsevier B.V., 2023-05)

Near estuaries and harbours, submerged shoals and defence structures impact the exposure to overtopping. These features may be accounted for in two-dimensional horizontal (2DH) numerical models, either based on phase ...

A 3-D numerical study on the long-term evolution of track geometry under varying train speeds

Varandas, J.; Gonçalves, V.; Paixão, A.; Fortunato, E. (Railway Engineering, 2023-06-13)

Railway infrastructure is essential for transportation worldwide, and ensuring its safe and efficient operation is of utmost importance. The ballasted track system is still the most common railway infrastructure type, ...

3-D scale model study of wave run-up, overtopping and damage in a rubble-mound breakwater subject to oblique extreme wave conditions

Santos, J. A.; Pedro, F.; Coimbra, M.; Figuero, A.; Fortes, C. J. E. M.; Sande, J.; Körner, M.; Lemos, R.; Bornschein, A.; Weimper, J.; van den Bos, J.; Dost, B.; Hofland, B.; Carvalho, R.; Alvarellos, A.; Peña, E.; Pohl, R.; Kerpen, N.B.; Reis, M. T. L. G. V. (Trans Tech Publications Ltd, Switzerland, 2019-08)

A set of scale-model tests carried out to enlarge the range of wave steepness values analysed in run-up, overtopping and armour layer stability studies, focusing on oblique extreme wave conditions and on their effects on ...

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