Show simple item record

contributor authorJean‐Claude Tatinclaux
contributor authorMustafa Gogus
date accessioned2017-05-08T20:38:21Z
date available2017-05-08T20:38:21Z
date copyrightNovember 1983
date issued1983
identifier other%28asce%290733-9429%281983%29109%3A11%281540%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22005
description abstractAn available turbulence method is used to prove that in plane flows between two boundaries with asymmetric roughness the plane of maximum velocity is not the plane of zero shear stress. By dividing the flow at the plane of zero shear stress, laboratory and field data on flows below simulated and actual ice jams are analyzed to derive equations for the boundaries' friction factors in terms of mean flow velocity, depth of flow zone, and boundary roughness for smooth and fully rough boundaries. These equations are applied to the calculations of ice jam characteristics. For the jams studied, the present method gives a variation of about 10% in the jam characteristics with a method based on dividing the flow at the plane of maximum velocity.
publisherAmerican Society of Civil Engineers
titleAsymmetric Plane Flow with Application to Ice Jams
typeJournal Paper
journal volume109
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1983)109:11(1540)
treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 011
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record