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contributor authorK. Babaeyan-Koopaei
contributor authorD. A. Ervine
contributor authorP. A. Carling
contributor authorZ. Cao
date accessioned2017-05-08T20:44:08Z
date available2017-05-08T20:44:08Z
date copyrightOctober 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A10%28891%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25274
description abstractField 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.
publisherAmerican Society of Civil Engineers
titleVelocity and Turbulence Measurements for Two Overbank Flow Events in River Severn
typeJournal Paper
journal volume128
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:10(891)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 010
contenttypeFulltext


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