Flows of Liquids with a Yield Strength in Pipes under a Pulsating Pressure Drop

Laminar flows of fluids with a yield strength in pipes under the action of a periodically changing pressure drop are considered. The Herschel–Bulkley model is adopted to describe the rheological properties of moving fluids. The effect of pressure drop fluctuations on velocity profiles, as well as on...

Full description

Saved in:
Bibliographic Details
Published in:Proceedings of the Steklov Institute of Mathematics 2023-09, Vol.322 (1), p.273-286
Main Authors: Eglit, M. E., Drozdova, Yu. A., Usachev, I. N., Drozdov, A. V.
Format: Article
Language:English
Subjects:
14/34
639/766/189
639/766/530
639/766/747
Amplitudes
Counterflow
Flow velocity
Fluid power
Laminar flow
Mathematics
Mathematics and Statistics
Oscillations
Pipes
Pressure drop
Pressure effects
Rheological properties
Velocity distribution
Yield strength
Yield stress
Citations: Items that this one cites
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:Laminar flows of fluids with a yield strength in pipes under the action of a periodically changing pressure drop are considered. The Herschel–Bulkley model is adopted to describe the rheological properties of moving fluids. The effect of pressure drop fluctuations on velocity profiles, as well as on the mean flow rates, friction on the pipe walls, and the thickness of the “quasi-solid” core, is studied numerically, depending on the amplitude and frequency of pressure drop fluctuations, the generalized Bingham number, and the fluid power index. It is shown that in flows of viscoplastic fluids with a power index greater than one, the effect of pressure drop fluctuations is qualitatively different in different ranges of shear rates. Additionally, flows are investigated in which the relative amplitudes of pressure drop oscillations are large. At large amplitudes and low frequencies of pressure drop oscillations, counter-flows periodically arise in the flow and two (rather than one) zones of “quasi-solid” flow are formed; moreover, finite time intervals periodically appear in which the flow rate is zero.
ISSN:0081-5438
1531-8605
DOI:10.1134/S0081543823040223