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Concentration distribution and deposition limit of medium-coarse sand-water slurry in inclined pipe

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F67985874%3A_____%2F20%3A00517222" target="_blank" >RIV/67985874:_____/20:00517222 - isvavai.cz</a>

  • Result on the web

    <a href="http://hdl.handle.net/11104/0307261" target="_blank" >http://hdl.handle.net/11104/0307261</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.2478/johh-2019-0023" target="_blank" >10.2478/johh-2019-0023</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Concentration distribution and deposition limit of medium-coarse sand-water slurry in inclined pipe

  • Original language description

    Sand-water slurry was investigated on an experimental pipe loop of inner diameter D = 100 mm with the hori-zontal, inclined, and vertical smooth pipe sections. A narrow particle size distribution silica sand of mean diameter0.87 mm was used. The experimental investigation focused on the effects of pipe inclination, overall slurry concentration, and mean velocity on concentration distribution and deposition limit velocity. The measured concentration profiles showed different degrees of stratification for the positive and negative pipe inclinations. The degree of stratification depended on the pipe inclination and on overall slurry concentrationand velocity. The ascending flow was less stratified than the cor-responding descending flow, the difference increasing from horizontal flow up to an inclination angle of about +30°. The deposition limit velocity was sensitive to the pipe inclination,reaching higher values in the ascending than in the hori-zontal pipe. The maximum deposition limit value was reached for an inclination angle of about +25°, and the limit remained practically constant in value, about 1.25 times higher than that in the horizontal pipe. Conversely, in the de-scending pipe, the deposition limit decreased significantly with the negative slopes and tended to be zero for an inclina-tion angle of about −30°, where no stationary bed was observed.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    10305 - Fluids and plasma physics (including surface physics)

Result continuities

  • Project

    <a href="/en/project/GA17-14271S" target="_blank" >GA17-14271S: Effect of pipe inclination on deposition-limit velocity and slip velocity of heterogeneous slurries</a><br>

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2020

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Journal of Hydrology and Hydromechanics

  • ISSN

    0042-790X

  • e-ISSN

  • Volume of the periodical

    68

  • Issue of the periodical within the volume

    1

  • Country of publishing house

    SK - SLOVAKIA

  • Number of pages

    9

  • Pages from-to

    83-91

  • UT code for WoS article

    000514680600009

  • EID of the result in the Scopus database

    2-s2.0-85082082868