Bankline abutment scour in compound channels

This paper presents the results of bed scouring near an abutment that spans the entire floodplain width and terminates at the edge of the main channel, termed here as the bankline abutment. The cross section can be divided into a scoured section and an un-scoured section. The scoured bed profile can...

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Main Authors: Abdelaziz, Ahmed A., Lim, Siow Yong, Kim, Jong R.
Other Authors: School of Civil and Environmental Engineering
Format: Journal Article
Language:English
Published: 2024
Subjects:
Online Access:https://hdl.handle.net/10356/179756
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author Abdelaziz, Ahmed A.
Lim, Siow Yong
Kim, Jong R.
author2 School of Civil and Environmental Engineering
author_facet School of Civil and Environmental Engineering
Abdelaziz, Ahmed A.
Lim, Siow Yong
Kim, Jong R.
author_sort Abdelaziz, Ahmed A.
collection NTU
description This paper presents the results of bed scouring near an abutment that spans the entire floodplain width and terminates at the edge of the main channel, termed here as the bankline abutment. The cross section can be divided into a scoured section and an un-scoured section. The scoured bed profile can be approximated using a power function. An analytical method has been suggested to predict the maximum scour depth at bankline abutment. This method is valid irrespective of whether the original bed is at or below the threshold condition of sediment motion. The proposed method is consistent with the experiments from this study and previous studies.
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spelling ntu-10356/1797562024-08-23T15:33:33Z Bankline abutment scour in compound channels Abdelaziz, Ahmed A. Lim, Siow Yong Kim, Jong R. School of Civil and Environmental Engineering Engineering Bankline abutment Main channel This paper presents the results of bed scouring near an abutment that spans the entire floodplain width and terminates at the edge of the main channel, termed here as the bankline abutment. The cross section can be divided into a scoured section and an un-scoured section. The scoured bed profile can be approximated using a power function. An analytical method has been suggested to predict the maximum scour depth at bankline abutment. This method is valid irrespective of whether the original bed is at or below the threshold condition of sediment motion. The proposed method is consistent with the experiments from this study and previous studies. Nanyang Technological University Published version This research was supported by the Nazarbayev University Research Fund under Grant No. 20122022FD4108. The authors are grateful for this support. The authors also would like to thank Nanyang Technological University for the financial support during this study. 2024-08-21T01:49:07Z 2024-08-21T01:49:07Z 2024 Journal Article Abdelaziz, A. A., Lim, S. Y. & Kim, J. R. (2024). Bankline abutment scour in compound channels. Water, 16(11), 16111479-. https://dx.doi.org/10.3390/w16111479 2073-4441 https://hdl.handle.net/10356/179756 10.3390/w16111479 2-s2.0-85195806288 11 16 16111479 en Water © 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https:// creativecommons.org/licenses/by/ 4.0/). application/pdf
spellingShingle Engineering
Bankline abutment
Main channel
Abdelaziz, Ahmed A.
Lim, Siow Yong
Kim, Jong R.
Bankline abutment scour in compound channels
title Bankline abutment scour in compound channels
title_full Bankline abutment scour in compound channels
title_fullStr Bankline abutment scour in compound channels
title_full_unstemmed Bankline abutment scour in compound channels
title_short Bankline abutment scour in compound channels
title_sort bankline abutment scour in compound channels
topic Engineering
Bankline abutment
Main channel
url https://hdl.handle.net/10356/179756
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