Turbulence characteristics of flow over the degraded cohesive bed of clay–silt–sand mixture

被引:0
|
作者
Singh U.K. [1 ]
Ahmad Z. [1 ]
Kumar A. [2 ]
机构
[1] Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee
[2] Department of Civil Engineering, Jaypee University of Information Technology, Waknaghat
关键词
Acoustic Doppler velocimeter; clay–silt–sand mixture; degraded channel bed; flow turbulence characteristics; sediment transport;
D O I
10.1080/09715010.2017.1313144
中图分类号
学科分类号
摘要
This paper presents experimental results of turbulence characteristics of flow using Acoustic Doppler Velocimeter over the degraded channel bed made of clay–silt–sand mixture in which clay varied as 0, 30, and 50%. The vertical distribution of velocity, turbulence intensity, turbulence kinetic energy, and Reynolds shear stress has been made at different sections of channel bed. The resultant flow velocity was found to be reversal near the bed surface especially in the upstream of working section. Normalized turbulence intensity found to be maximum around the initial bed level over the degraded bed corresponding to 30 and 50% clay content, whereas the maximum value lies below the initial bed level for 0% clay content especially at upstream sections. The variation in the value of turbulence intensity across the depth of flow was found to be more at upstream section and reduces as moved toward downstream section. The position of occurrence of minimum value of normalized Reynolds shear stress was noticed differently for 0% clay content bed when compared to that of 30 and 50% clay content in the bed especially at upstream sections. © 2017 Indian Society for Hydraulics.
引用
收藏
页码:308 / 318
页数:10
相关论文
共 50 条
  • [31] FLUX-GRADIENT RELATIONSHIPS FOR SATURATED FLOW OF WATER THROUGH MIXTURES OF SAND, SILT, AND CLAY
    RUSSELL, DA
    SWARTZENDRUBER, D
    SOIL SCIENCE SOCIETY OF AMERICA PROCEEDINGS, 1971, 35 (01): : 21 - +
  • [32] Bedform migration in a mixed sand and cohesive clay intertidal environment and implications for bed material transport predictions
    Lichtman, Ian D.
    Baas, Jaco H.
    Amoudry, Laurent O.
    Thorne, Peter D.
    Malarkey, Jonathan
    Hope, Julie A.
    Peakall, Jeffrey
    Paterson, David M.
    Bass, Sarah J.
    Cooke, Richard D.
    Manning, Andrew J.
    Davies, Alan G.
    Parsons, Daniel R.
    Ye, Leiping
    GEOMORPHOLOGY, 2018, 315 : 17 - 32
  • [33] NUMERICAL COMPUTATION OF TURBULENCE DEVELOPMENT IN FLOW OVER SAND DUNES
    Fourniotis, N. Th.
    Toleris, N. E.
    Dimas, A. A.
    Demetracopoulos, A. C.
    ADVANCES IN WATER RESOURCES AND HYDRAULIC ENGINEERING, VOLS 1-6, 2009, : 843 - 848
  • [34] Flow Structure over Bed Irregularities in a Straight Cohesive Open Channel
    Vachtman, Dina
    Laronne, Jonathan B.
    JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2011, 137 (11): : 1335 - 1346
  • [35] Structure of turbulence over non uniform sand bed channel with downward seepage
    Sharma, Anurag
    Kumar, Bimlesh
    EUROPEAN JOURNAL OF MECHANICS B-FLUIDS, 2017, 65 : 530 - 551
  • [36] MODIFICATION OF TURBULENCE CHARACTERISTICS IN FLOW OVER HILLS
    ZEMAN, O
    JENSEN, NO
    QUARTERLY JOURNAL OF THE ROYAL METEOROLOGICAL SOCIETY, 1987, 113 (475) : 55 - 80
  • [37] EVOLUTION OF BED FORMS PRODUCED BY CLARIFIED TURBULENT FLOW OVER A NON-COHESIVE BED
    Koroleva, K. S.
    Potapov, I. I.
    JOURNAL OF APPLIED MECHANICS AND TECHNICAL PHYSICS, 2022, 63 (01) : 67 - 74
  • [38] DEM study of flow characteristics of wet cohesive particles in packed bed
    Cui, Xiyuan
    Liu, Xu
    Gui, Nan
    Yang, Xingtuan
    Tu, Jiyuan
    Jiang, Shengyao
    ANNALS OF NUCLEAR ENERGY, 2021, 163 (163)
  • [39] EVOLUTION OF BED FORMS PRODUCED BY CLARIFIED TURBULENT FLOW OVER A NON-COHESIVE BED
    K. S. Koroleva
    I. I. Potapov
    Journal of Applied Mechanics and Technical Physics, 2022, 63 : 67 - 74
  • [40] Discussion of "Database of Friction Angles of Sand and Consolidation Characteristics of Sand, Silt, and Clay" by Knut H. Andersen and Knut Schjetne
    Xiao, Yang
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (06)