Velocity and turbulence measurements for two overbank flow events in River Severn
Velocity and turbulence measurements for two overbank flow events in River Severn
Field measurements of velocity and turbulence have been carried out in a study reach of the River Severn at Lower Farm near Shrewsbury during overbank flow. Acoustic Doppler velocity meters have been used for the field measurements of velocity and turbulence, particularly in the interface region between river channel and floodplain. The values of local shear velocity and roughness length for the reach under study were calculated using measured velocity data. The distributions of turbulent intensities, and the Reynolds stresses are also presented. The variation of horizontal shear stress in the vertical direction deviates from linear for the main channel/floodplain interaction region due to the existence of a lateral shear and momentum transfer from the floodplain towards the main channel. Comparisons are made between the field data and previous experimental data from the Flood Channel Facility.
891-900
Babaeyan-Koopaei, K.
c4b489fb-ecbe-49ef-a725-34ad17e06cb0
Ervine, D.A.
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Carling, P.A.
8d252dd9-3c88-4803-81cc-c2ec4c6fa687
Cao, Z.
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October 2002
Babaeyan-Koopaei, K.
c4b489fb-ecbe-49ef-a725-34ad17e06cb0
Ervine, D.A.
e66c5fe0-b8f3-4ce4-93b4-96f2480d6e59
Carling, P.A.
8d252dd9-3c88-4803-81cc-c2ec4c6fa687
Cao, Z.
c541462a-b279-4c97-910d-69a6726c57c6
Babaeyan-Koopaei, K., Ervine, D.A., Carling, P.A. and Cao, Z.
(2002)
Velocity and turbulence measurements for two overbank flow events in River Severn.
Journal of Hydraulic Engineering, 128 (10), .
(doi:10.1061/(ASCE)0733-9429(2002)128:10(891)).
Abstract
Field measurements of velocity and turbulence have been carried out in a study reach of the River Severn at Lower Farm near Shrewsbury during overbank flow. Acoustic Doppler velocity meters have been used for the field measurements of velocity and turbulence, particularly in the interface region between river channel and floodplain. The values of local shear velocity and roughness length for the reach under study were calculated using measured velocity data. The distributions of turbulent intensities, and the Reynolds stresses are also presented. The variation of horizontal shear stress in the vertical direction deviates from linear for the main channel/floodplain interaction region due to the existence of a lateral shear and momentum transfer from the floodplain towards the main channel. Comparisons are made between the field data and previous experimental data from the Flood Channel Facility.
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Published date: October 2002
Organisations:
Environmental Processes & Change
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Local EPrints ID: 15184
URI: http://eprints.soton.ac.uk/id/eprint/15184
PURE UUID: fc12af69-bf85-42b4-8857-5ed06eebae22
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Date deposited: 08 Apr 2005
Last modified: 15 Mar 2024 05:36
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Author:
K. Babaeyan-Koopaei
Author:
D.A. Ervine
Author:
Z. Cao
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