Pulsating Viscoelastic Pipe Flow - Water-Hammer
作者:
E. Rieutord,
A. Blanchard,
期刊:
Journal of Hydraulic Research
(Taylor Available online 1979)
卷期:
Volume 17,
issue 3
页码: 217-229
ISSN:0022-1686
年代: 1979
DOI:10.1080/00221687909499585
出版商: Taylor & Francis Group
数据来源: Taylor
摘要:
This theoretical study of the effect of viscoelastic material properties of a pipe conveying one-dimensional, non-stationary flow shows that, in addition to exponential attenuation of wave fronts, the disturbance is transformed into a diffusion front whose thickness increases as √t, and which propagates at a velocity corresponding to the retarded elasticity of the pipe material [E(∞)]. The behaviour of pressure disturbances in the special case of water-hammer resulting from sudden closure of a valve is illustrated by a numerical application based on the characteristics method.
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