Reanálise do projeto de enrocamento da praia de Ponta Negra
The pre-design of armor units on coastal engineering structures consists in the determination of the weight of an individual armor unit in the primary cover layer through empirical formulations. The objective of this article is to determine the weight of an individual armor unit for a range of va...
Na minha lista:
| Autor principal: | |
|---|---|
| Outros Autores: | |
| Formato: | bachelorThesis |
| Idioma: | pt_BR |
| Publicado em: |
Universidade Federal do Rio Grande do Norte
|
| Assuntos: | |
| Endereço do item: | https://repositorio.ufrn.br/handle/123456789/40571 |
| Tags: |
Adicionar Tag
Sem tags, seja o primeiro a adicionar uma tag!
|
| Resumo: | The pre-design of armor units on coastal engineering structures consists in the
determination of the weight of an individual armor unit in the primary cover layer through
empirical formulations. The objective of this article is to determine the weight of an individual
armor unit for a range of values of significant wave height in which the structure is susceptible
to undergo throughout its life-cycle. It starts with a brief description about the site location of
the structure analyzed and further structure detail regarding design function, materials and
cross-section. Thereafter, it comments about the wave data base considered in this study.
Subsequently, the problem model used is introduced, pointing out important aspects within the
pre-design of coastal engineering structures, such as characterization of wave conditions, wave
transformation processes and maximum breaker height. Hence, it introduces the different types
of empirical formulas to determine the weight individual armor unit in the primary cover layer
that were used in this article. Finally, those values of weight are compared between those
different types of formulas, considering a range of values of significant wave height. |
|---|