GSTDTAP  > 资源环境科学
DOI10.1029/2017WR022420
Numerical Study of Alternate Bars in Alluvial Channels With Nonuniform Sediment
Cordier, F.1,2; Tassi, P.1,2; Claude, N.2; Crosato, A.3,4; Rodrigues, S.5; Van Bang, D. Pham6
2019-04-01
发表期刊WATER RESOURCES RESEARCH
ISSN0043-1397
EISSN1944-7973
出版年2019
卷号55期号:4页码:2976-3003
文章类型Article
语种英语
国家France; Netherlands; Canada
英文摘要

Rivers typically present heterogeneous bed material, but the effects of sediment nonuniformity on river bar characteristics are still unclear. This work investigates the impact of sediment size heterogeneity on alternate bars with a morphodynamic numerical model. The model is first used to reproduce a laboratory experiment showing alternate bar formation with nonuniform bed material. Subsequently, the influence of sediment size heterogeneity on alternate bars is investigated distinguishing hybrid from free bars, definition based on the presence/absence of morphodynamic forcing, considering the results of nine scenarios. In four of them, a transverse obstacle is used to generate forcing. The computations are carried out with the Telemac-Mascaret system solving the two-dimensional shallow-water equations with a finite element approach, accounting for horizontal and vertical sediment sorting processes. The results show that sediment heterogeneity affects free migrating and hybrid bars in a different way. The difference lies in the presence/absence of a migration front, so that distinct relations between bed topography, bed shear stress, and sediment sorting are obtained. Sediment sorting and associated planform redistribution of bed roughness only slightly modify free migrating bar morphodynamics, whereas hybrid bars are greatly impacted, with decreased amplitude and increased wavelength. Increased sediment size heterogeneity increases the degree of sediment sorting, while the sorting pattern remains the same for both free and hybrid bars. Moreover, it produces averagely higher, longer, and faster free bars, while in the case of hybrid bars their wavelength is increased but no general trend can be determined for their amplitude.


领域资源环境
收录类别SCI-E
WOS记录号WOS:000468597900023
WOS关键词BEDLOAD TRANSPORT ; RIVER ; GRAVEL ; DOWNSTREAM ; MORPHODYNAMICS ; MOBILITY ; MODEL ; FLOW
WOS类目Environmental Sciences ; Limnology ; Water Resources
WOS研究方向Environmental Sciences & Ecology ; Marine & Freshwater Biology ; Water Resources
引用统计
文献类型期刊论文
条目标识符http://119.78.100.173/C666/handle/2XK7JSWQ/182228
专题资源环境科学
作者单位1.Ecole Ponts ParisTech, EDF R&D, Lab Hydraul St Venant, Cerema, Chatou, France;
2.LNHE, EDF R&D, Chatou, France;
3.Delft Univ Technol, IHE Delft, Dept Water Sci & Engn, Delft, Netherlands;
4.Delft Univ Technol, Fac Civil Engn & Geosci, Delft, Netherlands;
5.Univ Tours, Ecole Polytech, UMR CNRS CITERLS 7324, Tours, France;
6.INRS ETE, Quebec City, PQ, Canada
推荐引用方式
GB/T 7714
Cordier, F.,Tassi, P.,Claude, N.,et al. Numerical Study of Alternate Bars in Alluvial Channels With Nonuniform Sediment[J]. WATER RESOURCES RESEARCH,2019,55(4):2976-3003.
APA Cordier, F.,Tassi, P.,Claude, N.,Crosato, A.,Rodrigues, S.,&Van Bang, D. Pham.(2019).Numerical Study of Alternate Bars in Alluvial Channels With Nonuniform Sediment.WATER RESOURCES RESEARCH,55(4),2976-3003.
MLA Cordier, F.,et al."Numerical Study of Alternate Bars in Alluvial Channels With Nonuniform Sediment".WATER RESOURCES RESEARCH 55.4(2019):2976-3003.
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