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contributor authorBruno Brunone
contributor authorAlessandro Berni
date accessioned2017-05-08T21:50:51Z
date available2017-05-08T21:50:51Z
date copyrightOctober 2010
date issued2010
identifier other%28asce%29hy%2E1943-7900%2E0000257.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64066
description abstractThe modeling of unsteady wall shear stress plays a crucial role in the analysis of fast transients in pressurized pipe systems, since it allows to evaluate transient energy dissipation properly. The main aim of this paper is to give a contribution to the understanding of transient pressurized flow dynamics in turbulent regime by measuring not only pressure but also the instantaneous axial velocity profile at two sections of the laboratory pipe. Specifically, by means of ultrasonic Doppler velocimetry—a completely nonintrusive technique—instantaneous velocity gradients at pipe wall are measured allowing to evaluate the time history of the actual wall shear stress by coupling velocity measurements to a two-zone stress model. As a result, the behavior of accelerating and decelerating flows with respect to the corresponding steady ones, i.e., with the same value of the discharge, is pointed out. Due to the characteristics of the laboratory pipe—a 352-m long high density polyethylene pipe—transients phenomena are investigated both at short and long time scales.
publisherAmerican Society of Civil Engineers
titleWall Shear Stress in Transient Turbulent Pipe Flow by Local Velocity Measurement
typeJournal Paper
journal volume136
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000234
treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 010
contenttypeFulltext


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