Study of Wave Dynamics Using Small-Scale Physical Modeling Case Study: Playa Carpayo, Callao-Peru
Descripción del Articulo
The use of small-scale physical models is a key tool in coastal engineering for representing phenomena such as wave propagation and the effects of coastal structures in breaking zones. This study presents the design and construction of a small-scale physical model applied to Playa Carpayo, located o...
| Autores: | , , |
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| Formato: | artículo |
| Fecha de Publicación: | 2025 |
| Institución: | Universidad Nacional Mayor de San Marcos |
| Repositorio: | Revistas - Universidad Nacional Mayor de San Marcos |
| Lenguaje: | español |
| OAI Identifier: | oai:revistasinvestigacion.unmsm.edu.pe:article/31018 |
| Enlace del recurso: | https://revistasinvestigacion.unmsm.edu.pe/index.php/fisica/article/view/31018 |
| Nivel de acceso: | acceso abierto |
| Materia: | physical model wave dynamics beach small scale hydraulic similarity modelo físico dinámica de olas playa escala reducida similitud hidráulica |
| Sumario: | The use of small-scale physical models is a key tool in coastal engineering for representing phenomena such as wave propagation and the effects of coastal structures in breaking zones. This study presents the design and construction of a small-scale physical model applied to Playa Carpayo, located on the coast of Callao, Peru. Vertical and horizontal hydraulic similarity scales of 1:16.7 and 1:180.5, respectively, were used based on Froude similarity, with base maps generated from satellite imagery (Google Earth) and bathymetric data (NAVIONICS and DIHIDRONAV). The model was built in the wave-generating channel of the Laboratory of Hydraulics and Physical Models at EPIMF-FCF-UNMSM, allowing the simulation of wave transformation between T- and L-shaped groynes. Measurements were taken at two representative points: 100 m and 50 m from the prototype shoreline, recording significant wave heights (Hs) of 2.41 m and 1.79 m, respectively. These were compared with the results of the reduced-scale physical model, which yielded Hs values of 2.56 m and 1.88 m. The percentage difference in Hs between the physical model and the prototype was less than 10% in all cases analyzed, confirming the reliability of the developed physical model as an experimental validation tool for coastal dynamics studies. |
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La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).