Measurement of jetty execution services - calculation of volumes and empty tailings

Autores

  • Gustavo Amorim Studart Gurgel Superintendência Estadual do Meio Ambiente https://orcid.org/0000-0003-4383-1448
  • Luis Parente Maia Universidade Estadual do Ceará
  • Fábio Perdigão Vasconcelos Universidade Estadual do Ceará
  • Adely Pereira Silveira Universidade Estadual do Ceará

DOI:

https://doi.org/10.4025/actascitechnol.v47i1.67376

Palavras-chave:

Espigão, Quebra-Mar, Rochas, Volumes, Obras de Engenharia Costeira.

Resumo

The study presents results on the settlement characteristics of rock blocks used in the construction of coastal structures to protect and recover the coast. Bosman et al. (2014) studied the porosity of voids. Packaging density and the associated void porosity are important to coastal engineers for two main reasons. The first is that it affects hydraulic performance. The second is its relation to the acquisition of materials. The biggest question is to define the relation between the volume of the structure and the real value of the porosity, finally defining the relation between the volume of the structure and the weight of the blocks used. This article examines the porosity of voids, containment, and recovery structures on Icaraí beach in Municipality of Caucaia, State of Ceará. The commonly used density value for coastal work payments is 1.62 tons m-3, based on international studies from 28 to 38 years ago. Recent bathymetric surveys at Municipality of Caucaia-CE confirm the actual density value as 1.43 tons m-3.

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Referências

Balkema, A. A., Rotterdam., & Brookfield. (1991). Manual on the use of rock in coastal and shoreline engineering. CIRIA/CUR

Bosman, C., Verhagen, H. J., D'angremond, K., & Nicolaas, W. S. (2002). Void Porosity Measurements in Coastal Structures. Coastal Engineering. https://doi.org/10.1142/9789812791306_0119 DOI: https://doi.org/10.1142/9789812791306_0119

British Standards Institution [BSI]. (1984). Code of practice for maritime structures: Part 1, General criteria. British Standards Institution

Castellanos, E., Lemos, M. F., Astigarraga, L., Chacón, N., Cuvi, N., Huggel, C., Miranda, L., Moncassim Vale, M., Ometto, J. P., Peri, P. L., Postigo, J. C., Ramajo, L., Roco, L., & Rusticucci, E. M. (2022). América Central e do Sul. Em: Mudanças Climáticas 2022: Impactos, Adaptação e Vulnerabilidade. Contribuição do Grupo de Trabalho II para o Sexto Relatório de Avaliação do Painel Intergovernamental sobre Mudanças Climáticas. In H. O. Pörtner, D. C. Roberts, M. Tignor, E. S. Poloczanska, K. Mintenbeck, A. Alegría, M. Craig, S. Langsdorf, S. Löschke, V. Möller, A. Okem, B. Rama (Eds.). Imprensa da Universidade de Cambridge (pp. 1689-1816). Cambridge. https://doi.org/10.1017/9781009325844.014 DOI: https://doi.org/10.1017/9781009325844.014

Department Of The Army, US Army Corps of Engineers. (1984). Shore Protection Manual (4th ed. Vol. 1). Coastal Engineering Research Centre, US Government Printing Office.

Instituto Nacional De Pesquisas Hidrográficas [INPH]. (2022). Projeto de Restauração das Praias de Municipality of Caucaia. Ministério da Infraestrutura.

Latham, J. P., Newberry, S., Mannion, M., Simm, J., & Stewart, T. (2002). The void porosity of rock armour in coastal structures - Proceedings of the Institution of Civil Engineers. Water & Maritime Engineering, 154(3), 189-198. https://doi.org/10.1680/wame.2002.154.3.189. DOI: https://doi.org/10.1680/maen.154.3.189.38714

Reeve, D., Chadwick, A., & Fleming, C. (2018). Coastal Engineering - Processes, Theory and Design Practice, (3rd ed.). London.

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Publicado

2025-06-16

Como Citar

Gurgel, G. A. S., Maia, L. P. ., Vasconcelos, F. P. ., & Silveira, A. P. (2025). Measurement of jetty execution services - calculation of volumes and empty tailings. Acta Scientiarum. Technology, 47(1), e67376. https://doi.org/10.4025/actascitechnol.v47i1.67376

Edição

Seção

Engenharia Civil

 

0.8
2019CiteScore
 
 
36th percentile
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0.8
2019CiteScore
 
 
36th percentile
Powered by  Scopus