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contributor authorHyoseop Woo
contributor authorPierre Y. Julien
date accessioned2017-05-08T20:40:46Z
date available2017-05-08T20:40:46Z
date copyrightNovember 1990
date issued1990
identifier other%28asce%290733-9429%281990%29116%3A11%281416%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23263
description abstractThis analysis of turbulent shear stress in steady-uniform sediment-laden flows with heterogeneous sediment size distributions is applicable when yield, viscous, and dispersive shear stresses are negligible compared to turbulent shear stress. The Reynolds averaging method is applied to a graded mixture of sediments in suspension assuming that the velocity fluctuations of sediment particles are identical to the fluid velocity fluctuations. The resulting relationship τ = -ρ
publisherAmerican Society of Civil Engineers
titleTurbulent Shear Stress in Heterogeneous Sediment‐Laden Flows
typeJournal Paper
journal volume116
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1990)116:11(1416)
treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 011
contenttypeFulltext


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