A Shear Reynolds Number-Based Classification Method of the Nonuniform Bed Load Transport
The aim of this study is to introduce a novel method which can separate sand- or gravel-dominated bed load transport in rivers with mixed-size bed material. When dealing with large rivers with complex hydrodynamics and morphodynamics, the bed load transport modes can indicate strong variation even l...
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doaj-1eb45d1d813946228cde994a3c3abecc2020-11-24T21:33:18ZengMDPI AGWater2073-44412019-01-011117310.3390/w11010073w11010073A Shear Reynolds Number-Based Classification Method of the Nonuniform Bed Load TransportGergely T. Török0János Józsa1Sándor Baranya2MTA-BME Water Management Research Group; Hungarian Academy of Science—Budapest University of Technology and Economics, Műegyetem rakpart 3, H-1111 Budapest; HungaryMTA-BME Water Management Research Group; Hungarian Academy of Science—Budapest University of Technology and Economics, Műegyetem rakpart 3, H-1111 Budapest; HungaryDepartment of Hydraulic and Water Resources Engineering, Faculty of Civil Engineering, Budapest University of Technology and Economics, Műegyetem rakpart 3, H-1111 Budapest, HungaryThe aim of this study is to introduce a novel method which can separate sand- or gravel-dominated bed load transport in rivers with mixed-size bed material. When dealing with large rivers with complex hydrodynamics and morphodynamics, the bed load transport modes can indicate strong variation even locally, which requires a suitable approach to estimate the locally unique behavior of the sediment transport. However, the literature offers only few studies regarding this issue, and they are concerned with uniform bed load. In order to partly fill this gap, we suggest here a decision criteria which utilizes the shear Reynolds number. The method was verified with data from field and laboratory measurements, both performed at nonuniform bed material compositions. The comparative assessment of the results show that the shear Reynolds number-based method operates more reliably than the Shields–Parker diagram and it is expected to predict the sand or gravel transport domination with a <5% uncertainty. The results contribute to the improvement of numerical sediment transport modeling as well as to the field implementation of bed load transport measurements.http://www.mdpi.com/2073-4441/11/1/73bed load transportshear Reynolds numbermixed-size bed materialcomplex morphodynamics |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Gergely T. Török János Józsa Sándor Baranya |
spellingShingle |
Gergely T. Török János Józsa Sándor Baranya A Shear Reynolds Number-Based Classification Method of the Nonuniform Bed Load Transport Water bed load transport shear Reynolds number mixed-size bed material complex morphodynamics |
author_facet |
Gergely T. Török János Józsa Sándor Baranya |
author_sort |
Gergely T. Török |
title |
A Shear Reynolds Number-Based Classification Method of the Nonuniform Bed Load Transport |
title_short |
A Shear Reynolds Number-Based Classification Method of the Nonuniform Bed Load Transport |
title_full |
A Shear Reynolds Number-Based Classification Method of the Nonuniform Bed Load Transport |
title_fullStr |
A Shear Reynolds Number-Based Classification Method of the Nonuniform Bed Load Transport |
title_full_unstemmed |
A Shear Reynolds Number-Based Classification Method of the Nonuniform Bed Load Transport |
title_sort |
shear reynolds number-based classification method of the nonuniform bed load transport |
publisher |
MDPI AG |
series |
Water |
issn |
2073-4441 |
publishDate |
2019-01-01 |
description |
The aim of this study is to introduce a novel method which can separate sand- or gravel-dominated bed load transport in rivers with mixed-size bed material. When dealing with large rivers with complex hydrodynamics and morphodynamics, the bed load transport modes can indicate strong variation even locally, which requires a suitable approach to estimate the locally unique behavior of the sediment transport. However, the literature offers only few studies regarding this issue, and they are concerned with uniform bed load. In order to partly fill this gap, we suggest here a decision criteria which utilizes the shear Reynolds number. The method was verified with data from field and laboratory measurements, both performed at nonuniform bed material compositions. The comparative assessment of the results show that the shear Reynolds number-based method operates more reliably than the Shields–Parker diagram and it is expected to predict the sand or gravel transport domination with a <5% uncertainty. The results contribute to the improvement of numerical sediment transport modeling as well as to the field implementation of bed load transport measurements. |
topic |
bed load transport shear Reynolds number mixed-size bed material complex morphodynamics |
url |
http://www.mdpi.com/2073-4441/11/1/73 |
work_keys_str_mv |
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1725953820003926016 |