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contributor authorWalter F. Silva-Araya
contributor authorM. Hanif Chaudhry
date accessioned2017-05-08T20:44:05Z
date available2017-05-08T20:44:05Z
date copyrightJuly 2001
date issued2001
identifier other%28asce%290733-9429%282001%29127%3A7%28607%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25222
description abstractAn energy dissipation model is presented for the computation of unsteady friction losses adapted to smooth-to-rough transition and fully rough pipes. The eddy viscosity model used to compute the Reynolds stresses in turbulent flow is modified to include the effect of roughness, which is considered in the computation of the velocity profiles. The model is tested by comparing the computed transient pressures with measured data from a laboratory test facility and a prototype test. Details of the experimental setup, pressure-head measurements, and valve characteristics during transient flow conditions are presented. The quasi-steady approximation gives an inaccurate prediction of the pressure head history; however, significantly better results are obtained if the unsteady friction effects are included.
publisherAmerican Society of Civil Engineers
titleUnsteady Friction in Rough Pipes
typeJournal Paper
journal volume127
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2001)127:7(607)
treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 007
contenttypeFulltext


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