How Large Immobile Sediments in Gravel Bed Rivers Impact Sediment Transport and Bed Morphology

被引:12
|
作者
McKie, C. W. [1 ]
Juez, C. [2 ,3 ]
Plumb, B. D. [1 ]
Annable, W. K. [1 ]
Franca, M. J. [1 ,4 ,5 ]
机构
[1] Univ Waterloo, Dept Civil & Environm Engn, Waterloo, ON N2L 3G1, Canada
[2] Ecole Polytech Fed Lausanne, Route Cantonale, CH-1015 Lausanne, Switzerland
[3] CSIC, Inst Pirena Ecol, Dept Geoenvironm Proc, Campus Aula Dei,Ave Montanana 1005, Zaragoza 50059, Spain
[4] IHE Delft Inst Water Educ, Dept Hydraul Engn, Westvest 7, NL-2611 AX Delft, Netherlands
[5] Delft Univ Technol, Dept Hydraul Engn, Mekelweg 5, NL-2628 CD Delft, Netherlands
基金
欧盟地平线“2020”; 加拿大自然科学与工程研究理事会;
关键词
BEDLOAD; FLOW; LOAD; ENTRAINMENT; CLUSTERS;
D O I
10.1061/(ASCE)HY.1943-7900.0001842
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A common approach used to mitigate riverbank erosion and maintain watercourse alignments has been through the application of riprap or larger, more stable particles to channel boundaries along reaches of interest. However, very often, these large particles become dislodged from their intended locations (failed erosion measures), becoming part of the bed material composition. In natural systems, large immobile sediments or boulders can also be found, which are often sourced from glacial erratics or colluvial inputs with different spacing and arrangements among them. In lower gradient gravel-bed channels, the impacts that large clasts may impart on river morphologies are uncertain and are studied in this paper. This paper utilizes laboratory experiments to evaluate the effects that varying spacing of large immobile particles in a gravel-bed channel have on sediment transport and bed morphology. The laboratory experiments consist of a series of test cases with a varying spacing of large immobile particles and one base case with no large immobile particles present. In each case, the flume bed was composed of a poorly sorted gravel mixture with a bimodal distribution of sand and gravel meant to be representative of a natural gravel-bed channel. The results of the test cases demonstrated that at a low spacing of large immobile particles, the transported material and the bed material both became coarser. At a medium spacing of large immobile particles, the bed material size and erosion reached a maximum, and the coarser bed material was transported at approximately the same rate as the finer material. Finally, at a high spacing of large immobile particles, the size of the transported material and bed material sizes were similar to that of the base case, and the sediment transport also had the strongest clockwise hysteresis trend, which ultimately led to a net erosion of the gravel-bed channel. (c) 2020 American Society of Civil Engineers.
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页数:14
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