Non-capacity transport of non-uniform bed load sediment in alluvial rivers

被引:0
|
作者
CAO Zhi-xian [1 ,2 ]
HU Peng [3 ]
PENDER Gareth [2 ]
LIU Huai-han [4 ]
机构
[1] State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University
[2] Institute for Infrastructure and Environment,Heriot-Watt University
[3] Ocean College,Zhejiang University
[4] Changjiang Waterway Bureau
关键词
Fluvial process; Sediment transport; Bed deformation; Non-uniform bed load; Capacity transport;
D O I
暂无
中图分类号
P333.4 [泥沙的分析与计算];
学科分类号
081501 ;
摘要
Rivers often witness non-uniform bed load sedim ent transport. For a long tim e, non-uniform bed load transport has been assum ed to be at capacity regime determined exclusively by local flow. Yet whether the capacity assumption for non-uniform bed load transport is justified remains poorly understood. Here, the relative time scale of non-uniform bed load transport is evaluated and non-capacity and capacity models are compared for both aggradation and degradation cases with observed data. As characterized by its relative time scale, the adaptation of non-uniform bed load to capacity regime should be fulfilled quickly. However, changes in the flow and sedim ent inputs from upstream or tributaries hinder the adaptation. Also, the adaptation to capacity regime is size dependent, the finer the sediment size the slower the adaptation is, and vice versa. It is shown that the capacity model may entail considerable errors compared to the non-capacity model. For modelling of non-uniform bed load, non-capacity modelling is recommended, in which the temporal and spatial scales required for adaptation are explicitly appreciated.
引用
收藏
页码:377 / 396
页数:20
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