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Sediment deposition and overland flow hydraulics in simulated vegetative filter strips under varying vegetation covers

机译:不同植被覆盖下模拟植被滤带中的泥沙沉积和陆上水力学

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摘要

Vegetative filter strips (VFSs) can effectively trap sediment in overland flow, but little information is available on its performance in controlling high-concentration sediment and the runoff hydraulics in VFS. Flume experiments were conducted to investigate the sediment deposition, hydraulics of overland flow and their relationships in simulating VFS under a great range of sediment concentrations with four levels of vegetation cover (bare slope and 4%, 11% and 17%) and two flow rates (15 and 30 L min−1). Sediment concentrations varied from 30 to 400 kg m−3 and slope gradient was 9°. Both the deposited sediment load and deposition efficiency in VFS increased as the vegetation cover increased. Sediment concentration had a positive effect on the deposited load but no effect on deposition efficiency. A lower flow rate corresponded to greater deposition efficiency but had little effect on deposited load. Flow velocities decreased as vegetation cover increased. Sediment concentration had a negative effect on the mean velocity but no effect on surface velocity. Hydraulic resistance increased as the vegetation cover and sediment concentration increased. Sediment deposition efficiency had a much more pronounced relationship with overland flow hydraulics compared with deposited load, especially with the mean flow velocity, and there was a power relationship between them. Flow regime also affected the sediment deposition efficiency, and the efficiency was much higher under subcritical than supercritical flow. The results will be useful for the design of VFS and the control of sediment flowing into rivers in areas with serious soil erosion. Copyright © 2015 John Wiley & Sons, Ltd.
机译:植物滤料带(VFS)可以有效地截留陆地流中的沉积物,但是关于其在控制VFS中高浓度沉积物和径流水力方面的性能知之甚少。进行了水槽实验,研究了在四类植被覆盖(裸坡和4%,11%和17%)和两种流速的大范围泥沙浓度下,泥沙沉积,陆上水流的水力及其在模拟VFS中的关系。 (15和30 L min-1)。沉积物浓度在30至400 kg m-3之间变化,坡度梯度为9°。随着植被覆盖度的增加,VFS中的沉积物沉积量和沉积效率均增加。沉积物浓度对沉积负荷有积极影响,但对沉积效率无影响。较低的流速对应较高的沉积效率,但对沉积的负荷影响很小。随着植被覆盖的增加,流速降低。沉积物浓度对平均速度有负面影响,但对表面速度没有影响。水力阻力随着植被的覆盖和沉积物浓度的增加而增加。与沉积负荷相比,沉积物沉积效率与陆上水力水力有着更为明显的关系,特别是与平均流速相比,二者之间存在幂关系。流动状态也影响沉积物的沉积效率,在亚临界条件下的效率要比超临界条件下的效率高得多。该结果将对VFS的设计和控制严重水土流失地区河流中的泥沙流向有帮助。版权所有©2015 John Wiley&Sons,Ltd.

著录项

  • 来源
    《Hydrological ProcHydrological Processesrnesses》 |2016年第2期|163-175|共13页
  • 作者单位

    Northwest AF University College of Resources and Environment Yangling China;

    Northwest AF University College of Resources and Environment Yangling China;

    Chinese Academy of Sciences and Ministry of Water Resources Institute of Soil and Water Conservation Yangling China;

    Northwest AF University College of Water Conservancy and Architectural Engineering Yangling China;

    Northwest AF University College of Resources and Environment Yangling China;

    Northwest AF University College of Resources and Environment Yangling China;

    Northwest AF University College of Water Conservancy and Architectural Engineering Yangling China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    vegetative filter strips; sediment deposition; overland flow; hydraulics; vegetation cover;

    机译:营养滤带;泥沙沉积;陆流;水力作用;植被覆盖;

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