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Results of study of hydraulic transportation of stowing material
Experiments with transportation of 0 to 50 mm diam sand and gravel through 150, 175, and 200 mm diam pipes; factor of size of transported material, diameter of pipe, rate of flow, and density of slurry; flow of slurry in vertical pipe; local losses of head.
Results of study of hydraulic transportation of stowing material
Experiments with transportation of 0 to 50 mm diam sand and gravel through 150, 175, and 200 mm diam pipes; factor of size of transported material, diameter of pipe, rate of flow, and density of slurry; flow of slurry in vertical pipe; local losses of head.
Results of study of hydraulic transportation of stowing material
Rezul'taty issledovanii gidrotransporta zakladochnogo materiala
Korzhaev, S.A. (author)
Ugol ; 35
1960
5 pages
Article (Journal)
Russian
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