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contributor authorH.-F. Duan
contributor authorM. S. Ghidaoui
contributor authorP. J. Lee
contributor authorY. K. Tung
date accessioned2017-05-08T21:51:17Z
date available2017-05-08T21:51:17Z
date copyrightFebruary 2012
date issued2012
identifier other%28asce%29hy%2E1943-7900%2E0000523.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64348
description abstractThis paper investigates the importance of pipe system scale—specifically pipe length and diameter—on unsteady friction in pipe transients. A dimensionless analysis is conducted for the one-dimensional (1D) water-hammer model in this study and the analytical expression for the relative importance of unsteady friction damping to the total friction damping is obtained in the frequency domain. In addition, a two-dimensional (2D) waterhammer model coupled with a 2D
publisherAmerican Society of Civil Engineers
titleRelevance of Unsteady Friction to Pipe Size and Length in Pipe Fluid Transients
typeJournal Paper
journal volume138
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000497
treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 002
contenttypeFulltext


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