Effect of T-shaped spur dike length on mean flow characteristics along a 180-degree sharp bend
Author:
Affiliation:
1. Department of Civil Engineering , Persian Gulf University , Shahid Mahini Street, 7516913817 , Bushehr , Iran .
2. Department of Civil and Environmental Engineering , Nanyang Technological University , 639798 , Singapore .
Abstract
Publisher
Walter de Gruyter GmbH
Subject
Fluid Flow and Transfer Processes,Mechanical Engineering,Water Science and Technology
Link
https://www.sciendo.com/pdf/10.2478/johh-2020-0045
Reference42 articles.
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2. Aksoy, A.O., Bombar, G., Arkis, T., Guney, M.S., 2017. Study of the time-dependent clear water scour around circular bridge piers. J. Hydrol. Hydromech., 65, 26–34. https://doi.org/10.1515/johh-2016-0048
3. Blanckaert, K., Graf, W.H., 2001. Mean flow and turbulence in open-channel bend. J. Hydraul. Eng., 127, 835–847. https://doi.org/10.1061/(ASCE)0733-9429(2001)127:10(835)
4. Chiew, Y.M., Melville, B.W., 1987. Local Scour around Bridge Piers. J. Hydraul. Res., 25, 15–26. https://doi.org/10.1080/00221688709499285
5. Evangelista, S., Giovinco, G., Kocaman, S., 2017. A multi-parameter calibration method for the numerical simulation of morphodynamic problems. J. Hydrol. Hydromech., 65, 175–182. https://doi.org/10.1515/johh-2017-0014
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