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contributor authorKazuo Nadaoka
contributor authorHiroshi Yagi
date accessioned2017-05-08T20:43:09Z
date available2017-05-08T20:43:09Z
date copyrightMay 1998
date issued1998
identifier other%28asce%290733-9429%281998%29124%3A5%28493%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24633
description abstractBy introducing the concept of “SDS (subdepth scale) turbulence” to model three-dimensional (3D) turbulence with length scales less than the water depth and treating it explicitly with a proper separate modeling, an SDS-2DH model has been developed to simulate the evolution of horizontal large-scale eddies in shallow water. Applying this model to river flows with transverse shear due to vegetation drag, the horizontal large-scale (HLS) eddies were found to dominate horizontal momentum mixing. The bottom friction and vegetation drag, acting as sinks of vorticity, play the key roles in the development of the horizontal large-scale eddies and in Reynolds stress generation. The SDS-2DH model can directly describe effects of flow geometry, such as vegetation layer width, on the large-scale eddy development and, hence, predicts turbulence-mixing better than the
publisherAmerican Society of Civil Engineers
titleShallow-Water Turbulence Modeling and Horizontal Large-Eddy Computation of River Flow
typeJournal Paper
journal volume124
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1998)124:5(493)
treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 005
contenttypeFulltext


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