TY - JOUR
T1 - Slurry pipeline design of multi-sized solids
T2 - Application of innovated models
AU - Seitshiro, Itumeleng T.
AU - Katende, James
AU - Sato, Hiroshi
N1 - Publisher Copyright:
© 2014 Soc. Mater. Eng. Resour. Japan.
PY - 2014/10
Y1 - 2014/10
N2 - The paper presents a design procedure for horizontal pipeline systems, such as those used in bulk solids handling/transportation in mining operations. The mean velocity as well as pressure drop are important parameters in the design of the slurry pipeline. Accurate prediction of the parameters is needed for the selection of pipe diameter and the type of pump suitable for the slurry system. The objective of this paper was to provide a pipeline design procedure, especially for mixed-sized slurry flows typically found in the coal mining industry. This study covered the evaluation methods for determining flow regimes, concentrations, and optimum pipe diameter. Critical velocity and transport velocity of flow were also discussed. The innovated models for mixed-sized slurry flows by Seitshiro et al. were applied for the prediction of the hydraulic gradients. In conclusion, the design procedure proposed in this study was verified with field data.
AB - The paper presents a design procedure for horizontal pipeline systems, such as those used in bulk solids handling/transportation in mining operations. The mean velocity as well as pressure drop are important parameters in the design of the slurry pipeline. Accurate prediction of the parameters is needed for the selection of pipe diameter and the type of pump suitable for the slurry system. The objective of this paper was to provide a pipeline design procedure, especially for mixed-sized slurry flows typically found in the coal mining industry. This study covered the evaluation methods for determining flow regimes, concentrations, and optimum pipe diameter. Critical velocity and transport velocity of flow were also discussed. The innovated models for mixed-sized slurry flows by Seitshiro et al. were applied for the prediction of the hydraulic gradients. In conclusion, the design procedure proposed in this study was verified with field data.
KW - Innovated Models
KW - Multi-sized Slurry
KW - Pipeline Design
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U2 - 10.5188/ijsmer.20.201
DO - 10.5188/ijsmer.20.201
M3 - Article
AN - SCOPUS:84946749924
SN - 1347-9725
VL - 20
SP - 201
EP - 206
JO - International Journal of the Society of Material Engineering for Resources
JF - International Journal of the Society of Material Engineering for Resources
IS - 2
ER -