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It is shown that flow of clay-water suspensions cannot be analyzed using formulas derived for clear water; established correlations for pipe line flow show that Reynolds number for change from laminar to turbulent flow depends on fluid properties in addition to apparent viscosity; apparent viscosity of clay-water suspension may be function of shear rate at wall for pipe line flow of Power Law fluid.
It is shown that flow of clay-water suspensions cannot be analyzed using formulas derived for clear water; established correlations for pipe line flow show that Reynolds number for change from laminar to turbulent flow depends on fluid properties in addition to apparent viscosity; apparent viscosity of clay-water suspension may be function of shear rate at wall for pipe line flow of Power Law fluid.
Flow of clay-water suspensions
ASCE -- Proc (J Hydraulics Div)
Howard, C.D.D. (Autor:in)
1963
9 pages
Aufsatz (Zeitschrift)
Englisch
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Flow of Clay-Water Suspensions
| ASCE | 2021
Discussion of “Flow of Clay-Water Suspensions”
| ASCE | 2021
Discussion of “Flow of Clay-Water Suspensions”
| ASCE | 2021
Closure to “Flow of Clay-Water Suspensions”
| ASCE | 2021
Rheological Behaviour of Clay-in-water Suspensions
| British Library Online Contents | 1996