Understanding partial bed-load transport: Experiments and stochastic model analysis

被引:45
作者
Sun, HongGuang [1 ]
Chen, Dong [2 ]
Zhang, Yong [3 ]
Chen, Li [4 ,5 ]
机构
[1] Hohai Univ, Coll Mech & Mat, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing, Jiangsu, Peoples R China
[2] Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, Key Lab Water Cycle & Related Land Surface Proc, Beijing, Peoples R China
[3] Univ Alabama, Dept Geol Sci, Tuscaloosa, AL 35487 USA
[4] Desert Res Inst, Div Hydrol Sci, Las Vegas, NV 89119 USA
[5] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing, Jiangsu, Peoples R China
基金
美国国家科学基金会;
关键词
Partial bed-load transport; Anomalous transport; Scale dependent; Fractional derivative; SEDIMENT-TRANSPORT; GRAVEL; RIVERS; DIFFUSION; STABILITY; MOBILE; RATES; LAYER; SIZE; TIME;
D O I
10.1016/j.jhydrol.2014.11.064
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The complex dynamics of partial bed-load transport in a series of well-controlled laboratory experiments are explored systematically and simulated by a stochastic model in this study. Flume experiments show that the leading front of bed-load on a 20-m-long, mixed-size gravel-bed moves anomalously, where the transient transport rate of the accelerating front varies with the observation time scale. In addition, observations show that moving particles may experience bimodal transport (i.e., coexistence of long trapping time and large jump length) related to bed coarsening and the formation of clusters on a heterogeneous gravel-bed, which is distinguished from the traditional theory of hiding-exposing interactions among mixed-size particles. A fractional derivative model is finally applied to characterize the overall behavior of partial bed-load transport, including the coexistence of the sub-diffusion and non-local feature caused by turbulence and the micro-relief within an armor layer. (C) 2014 Elsevier B.V. All rights reserved.
引用
收藏
页码:196 / 204
页数:9
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