Sediment deposition in a channel with floating vegetation based on a random displacement model

IF 3.5 3区 工程技术
Chuan Li, Zi-qin Gui, Si-chen Sun, Yu-qi Shan, Bi-qiong Wu, Chao Liu
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引用次数: 0

Abstract

In open channels, floating vegetation canopies (e.g., E. crassipes) reduce the flow velocity within canopies and increase the velocity in the free-flow region below canopies. The variation in the flow structure below the canopies impacts both sediment resuspension and deposition onto the channel bed. Combining the random displacement model with the sediment deposition probability, a new model was proposed for predicting the longitudinal distribution of sediment deposition below floating vegetation canopies. The deposition distributions were measured below floating canopies of model vegetation (rigid cylinders) and real vegetation (E. crassipes). The measurements agreed well with the predictions of the proposed deposition model. With the use of the proposed model, the impacts of floating E. crassipes canopies on the deposition distribution were examined for different upstream mean flow velocities (U0), relative flow depths (hg/H), vegetation densities (a) and sediment sizes (ds). The results suggested that net deposition below floating canopies decreased with increasing U0 and a and with decreasing hg/H. Under the same flow and vegetation conditions, smaller sediment particles were more likely to become resuspended, resulting in less net deposition below the floating canopies. These results can improve the fundamental understanding of vegetation-based river management and ecological restoration.

基于随机位移模型的浮动植被河道泥沙淤积
在明渠中,漂浮的植被冠层(如蔓生草)降低了冠层内的流速,增加了冠层下方自由流区的流速。冠层下水流结构的变化既影响沉积物的再悬浮,也影响沉积物在河床上的沉积。将随机位移模型与泥沙淤积概率相结合,提出了一种预测浮动植被冠层下泥沙淤积纵向分布的新模型。在模型植被(刚性圆柱体)和真实植被(E. crassipes)的浮冠下测量了沉积分布。测量结果与提出的沉积模型的预测吻合得很好。利用该模型,研究了不同上游平均流速(U0)、相对流速(hg/H)、植被密度(a)和泥沙粒径(ds)下,飘浮沙棘冠层对沉积分布的影响。结果表明,随着U0和a的增加以及hg/H的减小,漂浮冠层下净沉积减少。在相同的流量和植被条件下,较小的泥沙颗粒更有可能重新悬浮,导致漂浮冠层下的净沉积较少。这些结果可以提高对基于植被的河流管理和生态恢复的基本认识。
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来源期刊
自引率
12.00%
发文量
2374
审稿时长
4.6 months
期刊介绍: Journal of Hydrodynamics is devoted to the publication of original theoretical, computational and experimental contributions to the all aspects of hydrodynamics. It covers advances in the naval architecture and ocean engineering, marine and ocean engineering, environmental engineering, water conservancy and hydropower engineering, energy exploration, chemical engineering, biological and biomedical engineering etc.
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