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contributor authorT. Stoesser
date accessioned2017-05-08T21:50:51Z
date available2017-05-08T21:50:51Z
date copyrightOctober 2010
date issued2010
identifier other%28asce%29hy%2E1943-7900%2E0000259.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64068
description abstractA physically realistic roughness closure method for the simulation of turbulent open-channel flow over natural beds within the framework of large-eddy simulation (LES) is proposed. The description of bed roughness in LES is accomplished through a roughness geometry function together with forcing terms in the momentum equations. The major benefit of this method is that the roughness is generated from one physically measurable parameter, i.e., the mean grain diameter of the bed material. A series of flows over rough beds, for which mean flow and turbulence statistics are available from experiments, is simulated. Measured and computed values are compared to validate the proposed roughness closure approach. It is found that predicted streamwise velocity profiles, turbulence intensities, and turbulent shear stress profiles match the measured values fairly well. Furthermore, the effect of roughness on the overall flow resistance is predicted in reasonable agreement with experimental values.
publisherAmerican Society of Civil Engineers
titlePhysically Realistic Roughness Closure Scheme to Simulate Turbulent Channel Flow over Rough Beds within the Framework of LES
typeJournal Paper
journal volume136
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000236
treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 010
contenttypeFulltext


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