Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend

An open channel flume with a central 180-degree bend with a rigid bed is designed to obtain a better understanding of the complex flow pattern around a T-shaped spur dike located in a sharp bend. The 3-dimensional velocities are measured by using an acoustic Doppler velocimetry under clear-water con...

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Main Authors: Akbari Maryam, Vaghefi Mohammad, Chiew Yee-Meng
Format: Article
Language:English
Published: Sciendo 2021-03-01
Series:Journal of Hydrology and Hydromechanics
Subjects:
Online Access:https://doi.org/10.2478/johh-2020-0045
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spelling doaj-b487ebdba02145e89bf34786be9307e82021-09-06T19:41:41ZengSciendoJournal of Hydrology and Hydromechanics0042-790X2021-03-016919810710.2478/johh-2020-0045Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bendAkbari Maryam0Vaghefi Mohammad1Chiew Yee-Meng2Department of Civil Engineering, Persian Gulf University, Shahid Mahini Street, 7516913817, Bushehr, Iran.Department of Civil Engineering, Persian Gulf University, Shahid Mahini Street, 7516913817, Bushehr, Iran.Department of Civil and Environmental Engineering, Nanyang Technological University, 639798, Singapore.An open channel flume with a central 180-degree bend with a rigid bed is designed to obtain a better understanding of the complex flow pattern around a T-shaped spur dike located in a sharp bend. The 3-dimensional velocities are measured by using an acoustic Doppler velocimetry under clear-water conditions. This study’s primary objective is to compare variations of the mean flow pattern along a 180-degree bend with a variety of T-shaped spur dike lengths. In order to do so, parameters such as streamlines, the maximum velocity distribution, and the secondary flow strength under the influence of three T-shaped spur dike lengths will be analyzed and then compared with the case where no spur dikes are implemented. The results show that with the spur dike placed at the bend apex, the mean secondary flow strength at that range increases by approximately 2.5 times. In addition, a 67% increase in the length of the wing and web of the spur dike leads to a 27% growth in the mean secondary flow strength along the bend.https://doi.org/10.2478/johh-2020-00453-dimensional velocitysecondary flowst-shaped spur dikeacoustic doppler velocimetry
collection DOAJ
language English
format Article
sources DOAJ
author Akbari Maryam
Vaghefi Mohammad
Chiew Yee-Meng
spellingShingle Akbari Maryam
Vaghefi Mohammad
Chiew Yee-Meng
Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend
Journal of Hydrology and Hydromechanics
3-dimensional velocity
secondary flows
t-shaped spur dike
acoustic doppler velocimetry
author_facet Akbari Maryam
Vaghefi Mohammad
Chiew Yee-Meng
author_sort Akbari Maryam
title Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend
title_short Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend
title_full Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend
title_fullStr Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend
title_full_unstemmed Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend
title_sort effect of t-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend
publisher Sciendo
series Journal of Hydrology and Hydromechanics
issn 0042-790X
publishDate 2021-03-01
description An open channel flume with a central 180-degree bend with a rigid bed is designed to obtain a better understanding of the complex flow pattern around a T-shaped spur dike located in a sharp bend. The 3-dimensional velocities are measured by using an acoustic Doppler velocimetry under clear-water conditions. This study’s primary objective is to compare variations of the mean flow pattern along a 180-degree bend with a variety of T-shaped spur dike lengths. In order to do so, parameters such as streamlines, the maximum velocity distribution, and the secondary flow strength under the influence of three T-shaped spur dike lengths will be analyzed and then compared with the case where no spur dikes are implemented. The results show that with the spur dike placed at the bend apex, the mean secondary flow strength at that range increases by approximately 2.5 times. In addition, a 67% increase in the length of the wing and web of the spur dike leads to a 27% growth in the mean secondary flow strength along the bend.
topic 3-dimensional velocity
secondary flows
t-shaped spur dike
acoustic doppler velocimetry
url https://doi.org/10.2478/johh-2020-0045
work_keys_str_mv AT akbarimaryam effectoftshapedspurdikelengthonmeanflowcharacteristicsalonga180degreesharpbend
AT vaghefimohammad effectoftshapedspurdikelengthonmeanflowcharacteristicsalonga180degreesharpbend
AT chiewyeemeng effectoftshapedspurdikelengthonmeanflowcharacteristicsalonga180degreesharpbend
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