Local Scouring around Piers of Palu I Bridge
- DOI
- 10.2991/978-94-6463-768-7_5How to use a DOI?
- Keywords
- Scouring; Hec-Ras; Palu I Bridge
- Abstract
The purpose of this research is to know the river bed change and scour that occurs around bridge pier of Palu I. The method used in this research is simulation using HEC-RAS software. This simulation is done with river topography and geometric bridge as geometric input, average discharge as upstream input and bed slope as downstream input and sediment as bed gradation input. Based on simulation result, scour around the pier of Palu I bridge at the maximum discharge condition Q = 423,110 m3 / sec obtained by scour depth value equal to 1,91 m, average discharge Q = 83,659 m3 / sec obtained by scour depth value equal to 1,38 m and the minimum discharge Q = 9,190 m3 / sec obtained by scour depth value equal to 0,92 m. While the change in river bed on the long profile around the bridge Palu I bridge have a elevation increased from 2015 to 2017. The calculation of flow velocity and critical velocity shows a comparison of u/ucr > 1, indicating that the scour occurring around the bridge pier is accompanied by sediment transport from the bed material (live-bed scour).
- Copyright
- © 2025 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Sri Warliawati AU - Andi Rusdin PY - 2025 DA - 2025/07/07 TI - Local Scouring around Piers of Palu I Bridge BT - Proceedings of the 3rd International Conference on Science in Engineering and Technology (ICOSIET 2024) PB - Atlantis Press SP - 33 EP - 42 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-768-7_5 DO - 10.2991/978-94-6463-768-7_5 ID - Warliawati2025 ER -