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...
Main Authors: | , , |
---|---|
Other Authors: | |
Format: | Journal Article |
Language: | English |
Published: |
2024
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/179756 |
_version_ | 1826113592290705408 |
---|---|
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. |
first_indexed | 2024-10-01T03:25:45Z |
format | Journal Article |
id | ntu-10356/179756 |
institution | Nanyang Technological University |
language | English |
last_indexed | 2024-10-01T03:25:45Z |
publishDate | 2024 |
record_format | dspace |
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 |
work_keys_str_mv | AT abdelazizahmeda banklineabutmentscourincompoundchannels AT limsiowyong banklineabutmentscourincompoundchannels AT kimjongr banklineabutmentscourincompoundchannels |