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contributor authorJonathan M. Tsikata
contributor authorMark F. Tachie
contributor authorChris Katopodis
date accessioned2017-05-08T21:50:35Z
date available2017-05-08T21:50:35Z
date copyrightAugust 2009
date issued2009
identifier other%28asce%29hy%2E1943-7900%2E0000096.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63896
description abstractThis paper provides results of an experimental study of turbulent flow near trashrack models that are comprised of an array of three rectangular bars. The bar thickness, bar depth, and center-to-center spacing were maintained constant. The flow characteristics were studied by aligning the bars with the approach flow and conducting measurements at three different approach freestream velocities. Subsequently, the freestream velocity was kept constant and detailed measurements were conducted for four different bar inclinations relative to the approach flow. For each test condition, a high-resolution particle image velocimetry (PIV) technique was used to conduct detailed velocity measurements in streamwise-spanwise planes at middepth of flow. From these measurements, isocontours and profiles of the mean velocities, turbulence intensities, Reynolds shear stress, and production term in the transport equation for the turbulent kinetic energy were obtained to study the flow characteristics around and downstream of the aligned and inclined bars. Flow characteristics near hydroelectric station trashracks are important for efficient turbine operation and reduction of fish entrainment.
publisherAmerican Society of Civil Engineers
titleParticle Image Velocimetry Study of Flow near Trashrack Models
typeJournal Paper
journal volume135
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000070
treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 008
contenttypeFulltext


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