2012
DOI: 10.5188/ijsmer.19.24
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The Multi-Sized Slurry Flows in Horizontal Pipes : Innovated Models and Verification

Abstract: In designing pipeline systems for commercial slurries, it is essential to accurately determine the hydraulic gradient at transport velocities. It is crucial to note that the slurries are conveyed as a mixture of multi-sized solids and water. Although many researchers have proposed correlations for the prediction of hydraulic gradient, most have been developed for slurries with uniform sized particles of solids.By considering two different transport conditions of a mixed-sized slurry, innovated models were conv… Show more

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Cited by 1 publication
(3 citation statements)
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“…After selecting the pipe with inside diameter of 265.1 mm and arbitrarily selected wall thickness of 4.0 mm from the table, the calculation should be repeated as follows : It should be noted that, the values of pressure drop for the Consolidation Coal Pipeline have not yet been published. As a result, the hydraulic gradient based on the innovated models of mixed-sized slurry, which have been explained in detail elsewhere [2], was not estimated for the comparison in this study.…”
Section: Case Study Of Pipeline Designmentioning
confidence: 99%
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“…After selecting the pipe with inside diameter of 265.1 mm and arbitrarily selected wall thickness of 4.0 mm from the table, the calculation should be repeated as follows : It should be noted that, the values of pressure drop for the Consolidation Coal Pipeline have not yet been published. As a result, the hydraulic gradient based on the innovated models of mixed-sized slurry, which have been explained in detail elsewhere [2], was not estimated for the comparison in this study.…”
Section: Case Study Of Pipeline Designmentioning
confidence: 99%
“…For slurries consisting of multi-sized solids, the innovated models developed by Seitshiro et al [2], are recommended for the evaluation of hydraulic gradient : coarse-fine and coarse-coarse slurry models. For transporting fine and coarse solids in pipes, the coarse-fine model can be applied by a series of the following equations : (3) with: (5) where i si and i s = contributed hydraulic gradient of each particle size d i , and for all coarse solids calculated by the settling slurry model [3], while i v is hydraulic gradient of modified form of vehicle.…”
Section: Mixed-sized Slurrymentioning
confidence: 99%
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