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contributor authorPanagiotis Prinos
contributor authorRon Townsend
contributor authorStavros Tavoularis
date accessioned2017-05-08T20:39:23Z
date available2017-05-08T20:39:23Z
date copyrightSeptember 1985
date issued1985
identifier other%28asce%290733-9429%281985%29111%3A9%281246%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22561
description abstractThe structure of turbulence in compound channel flows is examined in a laboratory study. Shear stresses and turbulence intensities are measured in a channel comprised of a deep central section flanked on either side by wide shallow berms (flood plains). The study concerns the nature of turbulence in the mixing regions separating the deep and shallow zones. Also studied is the mixing region's effect on the compound flow field for both “wide” and “narrow” channel conditions. Under “narrow” channel conditions the mixing process extends to the center of the main channel flow field; however, under “wide” channel conditions, the central region is not affected and observed turbulence levels at the center of the main channel are in close agreement with theoretical values for a two‐dimensional flow field. Apparent shear stress at the vertical main channel‐flood plain interface was measured directly and compared favorably with estimated values based on momentum considerations.
publisherAmerican Society of Civil Engineers
titleStructure of Turbulence in Compound Channel Flows
typeJournal Paper
journal volume111
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1985)111:9(1246)
treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 009
contenttypeFulltext


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