管路における砂‐水界面の安定性  [in Japanese] Stability of sand-water boundary in pipes  [in Japanese]

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Author(s)

Abstract

It is commonly known that the flat bed is unstable in open channels in the range of small and large Froude numbers, in which the presence of the free water surface is important to the instability. However, instability of the flat bed without free water surface has not been well understood. In this study, we perform a linear stability analysis of the boundary between sediment and water in pipes transporting sediment with the use of the mixing length turbulent model. The analysis reveals that the governing parameter is the Euler number, and that the boundary is unstable in the range of relatively small Euler numbers.

Journal

  • Journal of applied mechanics

    Journal of applied mechanics 11, 753-760, 2008

    Japan Society of Civil Engineers

Codes

  • NII Article ID (NAID)
    130004091289
  • NII NACSIS-CAT ID (NCID)
    AA11311063
  • Text Lang
    JPN
  • ISSN
    1345-9139
  • NDL Article ID
    9667415
  • NDL Source Classification
    ZM17(科学技術--科学技術一般--力学・応用力学)
  • NDL Call No.
    Z74-B339
  • Data Source
    NDL  J-STAGE 
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