A Study on the Influence of Submergence Ratio on the Transport of Suspended Sediment in a Partially Vegetated Channel Flow

被引:10
|
作者
Wang, Mingyang [1 ,2 ]
Mi, Shuo [3 ]
Avital, Eldad [3 ]
Li, Na [1 ,2 ]
Chen, Yuejun [4 ,5 ]
Williams, John [3 ]
机构
[1] China Inst Water Resources & Hydropower Res, State Key Lab Simulat & Regulat Water Cycle River, Beijing, Peoples R China
[2] Minist Water Resources, China Inst Water Resources & Hydropower Res, Res Ctr Flood & Drought Disaster Reduct, Beijing, Peoples R China
[3] Queen Mary Univ London, Sch Engn & Mat Sci, London, England
[4] Minist Water Resources, Yellow River Inst Hydraul Res, Key Lab Lower Yellow River Channel & Estuary Regul, Zhengzhou, Peoples R China
[5] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn Sc, Wuhan, Peoples R China
基金
中国国家自然科学基金; 英国工程与自然科学研究理事会;
关键词
suspended sediment transport; submergence ratio (SR); submerged vegetation flow; turbulent structures; probability density function (PDF); particle vertical suspension; PARTICLES; ACCUMULATION; TURBULENCE; MODEL; FINE;
D O I
10.1029/2022WR032876
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Riparian or aquatic vegetation thrives with seasons. The understanding of canopies' Submergence-Ratio (SR = stem height/water depth) influence on suspended sediment transport is still limited. Thus, Large Eddy Simulations coupled with the Discrete Phase Method are used to investigate the particles' three-dimensional distribution in a partially vegetated straight channel. The spanwise distribution of particles are quantified by the probability density function (PDF), showing a non-uniformity of particles in time as quantified by the PDF variance. We found that (a) with SR rising, the particles' depletion effects exerted by the vegetation-side mixing layer is improved along the interface between vegetated and vegetation-side bare channel region. However, the SR has little effect on the variance of the particles' PDF in the spanwise direction when the mixing layer is fully developed. (b) During the developing stage of the over-canopy mixing layer, submerged vegetation with higher SR gains a stronger upwards (vertical) entrainment capability. The case (SR = 60%) has a higher sediment concentration than other cases in the fully developed vertical mixing layer region over canopy. (c) The vertical suspension of particles in the vegetation-side bare channel region is analyzed. Particles migrating from the vegetated region are entrained into the vegetation-side bare channel region by turbulent structures. Nevertheless, the vertical concentration profile is more uniform in the vegetated region than in the vegetation-side bare channel at the same streamwise location. The cases SR = 40% and 60% still have higher sediment concentration than other cases in the vegetation-side bare channel's upper region.
引用
收藏
页数:25
相关论文
共 50 条
  • [31] Numerical Simulation of the Tidal Flow and Suspended Sediment Transport in the Qiantang Estuary
    Guo, Yakun
    Wu, Xiuguang
    Pan, Cunhong
    Zhang, Jisheng
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2012, 138 (03) : 192 - 202
  • [32] Numerical study on the influence of salt marsh plants on coastal wetland hydrodynamics and suspended sediment transport
    Jiang, Hengzhi
    Chai, Chongxu
    Zhang, Mingliang
    FRONTIERS IN ENVIRONMENTAL SCIENCE, 2023, 11
  • [33] Water flow and sediment transport at open-channel confluences: an experimental study
    Yuan, Saiyu
    Tang, Hongwu
    Xiao, Yang
    Qiu, Xuehan
    Xia, Yang
    JOURNAL OF HYDRAULIC RESEARCH, 2018, 56 (03) : 333 - 350
  • [34] Tidal sand wave formation: Influence of graded suspended sediment transport
    Van Oyen, T.
    Blondeaux, P.
    JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 2009, 114
  • [35] Unsteady two-dimensional suspended sediment transport in open channel flow subject to deposition and re-entrainment
    Debnath, Sudip
    Ghoshal, Koeli
    Kumar, Jitendra
    JOURNAL OF ENGINEERING MATHEMATICS, 2021, 126 (01)
  • [36] Influence of Dunes on Channel-Scale Flow and Sediment Transport in a Sand Bed Braided River
    Unsworth, Christopher A.
    Nicholas, Andrew P.
    Ashworth, Philip J.
    Best, James L.
    Lane, Stuart N.
    Parsons, Daniel R.
    Smith, Gregory H. Sambrook
    Simpson, Christopher J.
    Strick, Robert J. P.
    JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2020, 125 (11)
  • [37] Incipient sediment motion in vegetated open-channel flows predicted by critical flow velocity
    Wang, Xiang
    Li, Shuolin
    Yang, Zhong-hua
    Huai, Wen-xin
    JOURNAL OF HYDRODYNAMICS, 2022, 34 (01) : 63 - 68
  • [38] Study on the Tidal Current and Suspended Sediment Transport in Taizhou Bay
    He, Jie
    Zhao, Xinsheng
    Zhu, Yufan
    ADVANCES IN HYDROLOGY AND HYDRAULIC ENGINEERING, PTS 1 AND 2, 2012, 212-213 : 55 - +
  • [39] Dynamics of suspended sediment transport: A Direct Numerical Simulation study
    Shin, H. H.
    Portela, L. M.
    Schaerer, C. E.
    Mangiavacchi, N.
    INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2022, 155
  • [40] Vertical distribution of fluid velocity and suspended sediment in open channel turbulent flow
    Pal, Debasish
    Ghoshal, Koeli
    FLUID DYNAMICS RESEARCH, 2016, 48 (03)