3D MODELING COMPUTATION TO EVALUATE GROYNE STRUCTURE PERFORMANCE: CASE STUDY OF PASSO COASTAL AREA
Groyne is very important to protect the coastline with the concept of maintaining the balance of sediment transport. Groyne building in theory can work well if worked in groups or more than one. In this study, the Passo beach location was chosen because there is an existing groyne building that, if...
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Universitas Pattimura
2025-01-01
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| Series: | Barekeng |
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| Online Access: | https://ojs3.unpatti.ac.id/index.php/barekeng/article/view/14997 |
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| author | Ganisa Elsina Salamena Gianita Anastasia Salamena Grace Loupatty Citra Fathia Palembang |
| author_facet | Ganisa Elsina Salamena Gianita Anastasia Salamena Grace Loupatty Citra Fathia Palembang |
| author_sort | Ganisa Elsina Salamena |
| collection | DOAJ |
| description | Groyne is very important to protect the coastline with the concept of maintaining the balance of sediment transport. Groyne building in theory can work well if worked in groups or more than one. In this study, the Passo beach location was chosen because there is an existing groyne building that, if seen on Google Earth, has been damaged by the scattering of the constituent rocks. If the groyne cannot work to balance the sediment transport, it may occur that mass destruction to the infrastructure behind the groyne itself, such as regional roads, may occur. To find out the level of damage, an in-depth study needs to be carried out. In this paper, Delft-3D mathematical modeling was carried out to investigate groyne damage by looking at the performance of groyne in maintaining the balance of sediment transport in the Passo beach area. Hydrodynamic and coastal sediment modeling analyses were carried out in wet and dry season conditions. Modeling was carried out over one month with a morphology factor of 12 to obtain sediment transport for one year. In the existing dry season conditions, it shows that at the observation point, there is erosion of 2 meters, and in the wet season sediment transport is balanced. It is implied that the groyne structure must be replaced for being surpass the structure lifetime. |
| format | Article |
| id | doaj-art-ea7ca4bb61a8480aaec0e51fad02a1d3 |
| institution | Kabale University |
| issn | 1978-7227 2615-3017 |
| language | English |
| publishDate | 2025-01-01 |
| publisher | Universitas Pattimura |
| record_format | Article |
| series | Barekeng |
| spelling | doaj-art-ea7ca4bb61a8480aaec0e51fad02a1d32025-08-20T03:37:34ZengUniversitas PattimuraBarekeng1978-72272615-30172025-01-0119164365410.30598/barekengvol19iss1pp643-654149973D MODELING COMPUTATION TO EVALUATE GROYNE STRUCTURE PERFORMANCE: CASE STUDY OF PASSO COASTAL AREAGanisa Elsina Salamena0Gianita Anastasia Salamena1Grace Loupatty2Citra Fathia Palembang3Department of Civil Engineering, Politeknik Negeri Ambon, IndonesiaDepartment of Physics, Faculty of Science and Technology, Universitas Pattimura, IndonesiaDepartment of Physics, Faculty of Science and Technology, Universitas Pattimura, IndonesiaDepartment of Computer Science, Faculty of Science and Technology, Universitas Pattimura, IndonesiaGroyne is very important to protect the coastline with the concept of maintaining the balance of sediment transport. Groyne building in theory can work well if worked in groups or more than one. In this study, the Passo beach location was chosen because there is an existing groyne building that, if seen on Google Earth, has been damaged by the scattering of the constituent rocks. If the groyne cannot work to balance the sediment transport, it may occur that mass destruction to the infrastructure behind the groyne itself, such as regional roads, may occur. To find out the level of damage, an in-depth study needs to be carried out. In this paper, Delft-3D mathematical modeling was carried out to investigate groyne damage by looking at the performance of groyne in maintaining the balance of sediment transport in the Passo beach area. Hydrodynamic and coastal sediment modeling analyses were carried out in wet and dry season conditions. Modeling was carried out over one month with a morphology factor of 12 to obtain sediment transport for one year. In the existing dry season conditions, it shows that at the observation point, there is erosion of 2 meters, and in the wet season sediment transport is balanced. It is implied that the groyne structure must be replaced for being surpass the structure lifetime.https://ojs3.unpatti.ac.id/index.php/barekeng/article/view/14997coastal sedimentcomputation model delft-3dgroynehydrodynami |
| spellingShingle | Ganisa Elsina Salamena Gianita Anastasia Salamena Grace Loupatty Citra Fathia Palembang 3D MODELING COMPUTATION TO EVALUATE GROYNE STRUCTURE PERFORMANCE: CASE STUDY OF PASSO COASTAL AREA Barekeng coastal sediment computation model delft-3d groyne hydrodynami |
| title | 3D MODELING COMPUTATION TO EVALUATE GROYNE STRUCTURE PERFORMANCE: CASE STUDY OF PASSO COASTAL AREA |
| title_full | 3D MODELING COMPUTATION TO EVALUATE GROYNE STRUCTURE PERFORMANCE: CASE STUDY OF PASSO COASTAL AREA |
| title_fullStr | 3D MODELING COMPUTATION TO EVALUATE GROYNE STRUCTURE PERFORMANCE: CASE STUDY OF PASSO COASTAL AREA |
| title_full_unstemmed | 3D MODELING COMPUTATION TO EVALUATE GROYNE STRUCTURE PERFORMANCE: CASE STUDY OF PASSO COASTAL AREA |
| title_short | 3D MODELING COMPUTATION TO EVALUATE GROYNE STRUCTURE PERFORMANCE: CASE STUDY OF PASSO COASTAL AREA |
| title_sort | 3d modeling computation to evaluate groyne structure performance case study of passo coastal area |
| topic | coastal sediment computation model delft-3d groyne hydrodynami |
| url | https://ojs3.unpatti.ac.id/index.php/barekeng/article/view/14997 |
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