DocumentCode
724476
Title
Research on rheological behavior in slurry pipeling transportation
Author
Zichao Kou ; Jiande Wu ; Jun Ma ; Xiaodong Wang ; Xuyi Yuan
Author_Institution
Fac. of Inf. Eng. & Autom., Kunming Univ. of Sci. & Technol., Kunming, China
fYear
2015
fDate
23-25 May 2015
Firstpage
4744
Lastpage
4747
Abstract
Rheological behavior is an important parameter in the slurry pipeline transportation, it has a direct impact for the resistance loss and critical velocity on pipeline. It is extremely important to exact test and calculation the rheological parameters. Virtual rheological equations deduced based on slurry rheological model and motion model; measured using a capillary viscometer side wall of a pulp sample average shear stress and shear rate; calculate the real test of the slurry rheological parameters. Characterization of the shear rate diagram showed shear resistance of the main reasons for the particle collision, friction and structural characteristics of fine particles. Tests showed that the pseudo-shear diagram method can be more accurately measured slurry pipeline transportation rheological parameters, it is for engineering and scientific applications have some guidance.
Keywords
capillarity; friction; pipe flow; pipelines; pipes; rheology; slurries; transportation; viscometers; capillary viscometer side wall; critical velocity; fine-particle structural characteristics; friction; motion model; particle collision; pseudoshear diagram method; pulp sample average shear stress; resistance loss; rheological behavior; shear rate diagram characterization; shear resistance; slurry pipeline transportation; slurry rheological model; slurry rheological parameter; virtual rheological equation; Fluids; Mathematical model; Pipelines; Resistance; Slurries; Stress; Stress measurement; Bingham fluid; Pseudo-shear equation; Rheological parameters; Two-phase fluid;
fLanguage
English
Publisher
ieee
Conference_Titel
Control and Decision Conference (CCDC), 2015 27th Chinese
Conference_Location
Qingdao
Print_ISBN
978-1-4799-7016-2
Type
conf
DOI
10.1109/CCDC.2015.7162763
Filename
7162763
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