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Bed Shear Stresses Past a Flat Plate under Clear Water Equilibrium Scour State


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1 School of Water Resources Engineering, Jadavpur University, Kolkata–700032, West Bengal, India
     

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The three-dimensional flow field at a flat plate (side facing the approaching flow) under clear water equilibrium scour regime was experimentally measured using an acoustic Doppler Velocimeter (ADV) in a laboratory tilting flume. Reynolds stresses at different azimuthal planes are computed. The bed shear stresses are determined from the Reynolds stresses and velocity gradients at different azimuthal planes (0°, i.e., at the upstream axis of symmetry, 45° and 90°). The critical bed shear stresses on the sloping beds are also computed with the help of Shields' diagram. The findings of the present study were also compared with the results obtained by previous researchers.

Keywords

Turbulent Flow, Threshold Condition, Clear Water Scour, Reynolds’ Stress.
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  • Bed Shear Stresses Past a Flat Plate under Clear Water Equilibrium Scour State

Abstract Views: 365  |  PDF Views: 1

Authors

Subhasish Das
School of Water Resources Engineering, Jadavpur University, Kolkata–700032, West Bengal, India
Ranajit Midya
School of Water Resources Engineering, Jadavpur University, Kolkata–700032, West Bengal, India
Buddhadeb Chatterjee
School of Water Resources Engineering, Jadavpur University, Kolkata–700032, West Bengal, India
Ranadeep Ghosh
School of Water Resources Engineering, Jadavpur University, Kolkata–700032, West Bengal, India
Rajib Das
School of Water Resources Engineering, Jadavpur University, Kolkata–700032, West Bengal, India
Asis Mazumdar
School of Water Resources Engineering, Jadavpur University, Kolkata–700032, West Bengal, India

Abstract


The three-dimensional flow field at a flat plate (side facing the approaching flow) under clear water equilibrium scour regime was experimentally measured using an acoustic Doppler Velocimeter (ADV) in a laboratory tilting flume. Reynolds stresses at different azimuthal planes are computed. The bed shear stresses are determined from the Reynolds stresses and velocity gradients at different azimuthal planes (0°, i.e., at the upstream axis of symmetry, 45° and 90°). The critical bed shear stresses on the sloping beds are also computed with the help of Shields' diagram. The findings of the present study were also compared with the results obtained by previous researchers.

Keywords


Turbulent Flow, Threshold Condition, Clear Water Scour, Reynolds’ Stress.



DOI: https://doi.org/10.22485/jaei%2F2014%2Fv84%2Fi1-2%2F119892