Characteristics of hyperconcentrated sediment-laden flows

被引:9
|
作者
Ni, JR [1 ]
Huang, XJ
Borthwick, AGL
机构
[1] Peking Univ, Dept Environm Engn, Beijing 100871, Peoples R China
[2] Univ Oxford, Dept Engn Sci, Oxford OX1 3PJ, England
关键词
sediment; Microscopy; kinetics; particle full velocity;
D O I
10.1061/(ASCE)0733-9399(2003)129:12(1489)
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Microscopic and macroscopic characteristics of hyperconcentrated sediment-laden flows are investigated using kinetic theory for differing concentrations of non-cohesive sediment particles. Variations in the microscopic particle velocity distribution function and in derived macroscopic variables such as the particle mean velocity, particle fluctuating velocity, and particle number per unit volume are discussed. Analysis of the microscopic characteristics shows that the peak value of the particle velocity probability density distribution function decreases with increasing vertically averaged volumetric (or mean) particle concentration (C) over bar (upsilon), particularly when (C) over bar (upsilon) exceeds a certain threshold. A case study indicates that the characteristic velocity u(c) is hardly influenced by the particle concentration, but the standard deviation sigma is significantly affected. For given particle concentrations, both u(c) and sigma tend to become larger with increasing relative elevation from the bottom. From the derived macroscopic characteristics, apparent changes can be observed in the profiles of particle mean velocity, particle fluctuating velocity, and particle concentration when (C) over bar (upsilon) is greater than the threshold value.
引用
收藏
页码:1489 / 1493
页数:5
相关论文
共 50 条
  • [1] Rheological Characteristics of Hyperconcentrated Sediment-laden Flow
    Ohmoto, Terunori
    Cui, Zhiying
    [J]. PROCEEDINGS OF THE 2ND INTERNATIONAL YELLOW RIVER FORUM ON KEEPING HEALTHY LIFE OF THE RIVER, VOL IV, 2005, : 130 - 139
  • [2] Theory and practice of hyperconcentrated sediment-laden flow in China
    Wang, GQ
    Xia, JQ
    Zhang, HW
    [J]. ADVANCES IN HYDRAULICS AND WATER ENGINEERING, VOLS 1 AND 2, PROCEEDINGS, 2002, : 1055 - 1071
  • [3] TURBULENCE CHARACTERISTICS OF SEDIMENT-LADEN FLOWS IN OPEN CHANNELS
    LYN, DA
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1992, 118 (07): : 971 - 988
  • [4] DISCHARGE CHARACTERISTICS OF ORIFICE METERS IN SEDIMENT-LADEN FLOWS
    KAPOOR, BS
    GARDE, RJ
    RAJU, KGR
    [J]. CANADIAN JOURNAL OF CHEMICAL ENGINEERING, 1986, 64 (01): : 36 - 41
  • [5] Modeling of hyperconcentrated sediment-laden floods in Lower Yellow River
    Ni, JR
    Zhang, HW
    Xue, A
    Wieprecht, S
    Borthwick, AGL
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2004, 130 (10): : 1025 - 1032
  • [6] Velocity and sediment concentration profiles in sediment-laden flows
    Yang, SQ
    Tan, SK
    Lim, SY
    [J]. CHINA OCEAN ENGINEERING, 2004, 18 (02) : 229 - 244
  • [7] Numerical Simulation of Unsteady Hyperconcentrated Sediment-Laden Flow in the Yellow River
    He, Li
    Duan, Jennifer G.
    Wang, Guangqian
    Fu, Xudong
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2012, 138 (11) : 958 - 969
  • [8] Sediment transport capacity of low sediment-laden flows
    Zhou, Meirong
    Xia, Junqiang
    Deng, Shanshan
    Li, Zhiwei
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 2022, 60 (06) : 996 - 1008
  • [9] Velocity and Sediment Concentration Profiles in Sediment-Laden Flows
    杨树清
    Soon-Keat TAN
    Siow-Yong LIM
    [J]. China Ocean Engineering, 2004, (02) : 229 - 244
  • [10] SIMPLE-MODEL OF SEDIMENT-LADEN FLOWS
    PARKER, G
    COLEMAN, NL
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1986, 112 (05): : 356 - 375