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contributor authorN. M. C. Martins
contributor authorB. Brunone
contributor authorS. Meniconi
contributor authorH. M. Ramos
contributor authorD. I. C. Covas
date accessioned2017-12-30T12:55:36Z
date available2017-12-30T12:55:36Z
date issued2017
identifier other%28ASCE%29HY.1943-7900.0001372.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243494
description abstractThe aim of this paper is to investigate the complex nature of the transient energy dissipation by using a computational fluid dynamics (CFD) model with a high spatial and temporal resolution together with one-dimensional (1D) models incorporating different unsteady friction (UF) formulations. The analysis focuses on a transient event in a single pipe system with a smooth-wall turbulent flow (with an initial Reynolds number equal to 7,638) generated by an instantaneous valve closure. For the considered flow condition, the numerical experiments point out the importance of the used UF model with regard to the wall shear stress simulation. In such a context, it is shown that the convolution-based UF models better describe the pressure signal than the instantaneous acceleration–based ones because they take into account a set of previous time steps. This is due to the fact that, similarly to the laminar regime, to simulate the characteristics of low turbulent transients the flow time history plays a crucial role.
publisherAmerican Society of Civil Engineers
titleCFD and 1D Approaches for the Unsteady Friction Analysis of Low Reynolds Number Turbulent Flows
typeJournal Paper
journal volume143
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001372
page04017050
treeJournal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 012
contenttypeFulltext


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