Bhakty, Tania Edna and Yuwono, Nur and Triatmodjo, Bambang and Ghalizhan, Ahmad Faramarz (2024) Underwater Sill Layout for Efficient Sediment Deflection. Lecture Notes in Civil Engineering, 324. 683 – 691. ISSN 23662557
Full text not available from this repository. (Request a copy)Abstract
In ports with jetty-style berths, where the basins and navigation channel are placed in the surfzone, sedimentation problems are common. Installing an underwater sill (UWS) prevents the sedimentation of navigational channels and basins. The objective of this research is to investigate the influence of the UWS layout on the structure’s capacity to redirect flow to the side. The three evaluated models (rectangular, trapezoidal, and curve) demonstrated that the UWS with a curve layout has a better capacity for deflecting flow away from the structure. This was indicated by the closeness of the exponent to the theoretical value, n′≈1. © 2024, Institute of Technology PETRONAS Sdn Bhd.
Item Type: | Article |
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Additional Information: | Cited by: 0 |
Uncontrolled Keywords: | Deflect; Layout; Navigation channels; Surf zones; Theoretical values; Underwater sill |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Faculty of Engineering > Civil Engineering & The Enviromental Department |
Depositing User: | Rita Yulianti Yulianti |
Date Deposited: | 03 Feb 2025 03:44 |
Last Modified: | 03 Feb 2025 03:44 |
URI: | https://ir.lib.ugm.ac.id/id/eprint/13798 |