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  • The effect of pipe inclination, solid concentration and mixture velocity on the mixture flow behavior, pressure drops, and concentration distribution of coarse-grained particle–water mixtures was experimentally investigated on an experimental pipe loop with horizontal, vertical, and inclined pipe sections of inner diameter D = 100 mm. Two fractions of washed graded basalt pebbles, of mean diameter d50 = 12.1 and 6.3 mm were used as solid particles.
  • The effect of pipe inclination, solid concentration and mixture velocity on the mixture flow behavior, pressure drops, and concentration distribution of coarse-grained particle–water mixtures was experimentally investigated on an experimental pipe loop with horizontal, vertical, and inclined pipe sections of inner diameter D = 100 mm. Two fractions of washed graded basalt pebbles, of mean diameter d50 = 12.1 and 6.3 mm were used as solid particles. (en)
Title
  • Effect of concentration and velocity on conveying of coarse grained mixtures in pipe
  • Effect of concentration and velocity on conveying of coarse grained mixtures in pipe (en)
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  • Effect of concentration and velocity on conveying of coarse grained mixtures in pipe
  • Effect of concentration and velocity on conveying of coarse grained mixtures in pipe (en)
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  • RIV/67985874:_____/14:00437217!RIV15-GA0-67985874
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  • I, P(GAP105/10/1574)
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  • 13186
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  • RIV/67985874:_____/14:00437217
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  • mixture velocity; particle-water mixtures; coarse-grained mixtures; hydraulic conveying; coarse-grained slurry; pressure drops; pipe inclination; concentration distribution (en)
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  • [93DED5DC4F23]
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  • Busan
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  • Busan
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  • Proceedings of the Twenty-fourth (2014) International Ocean and Polar Engineering Conference
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  • Chára, Zdeněk
  • Krupička, Jan
  • Vlasák, Pavel
  • Konfršt, Jiří
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issn
  • 1098-6189
number of pages
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  • BEXCO
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  • 978-1-880653-91-3
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