| Project/Area Number |
06650562
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
水工水理学
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| Research Institution | RITSUMEIKAN UNIVERSITY |
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Principal Investigator |
EGASHIRA Shinji Ritsumeikan Univ., Faculty of Sci.and Eng., Prof., 理工学部, 教授 (00027286)
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| Project Period (FY) |
1994 – 1995
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| Project Status |
Completed (Fiscal Year 1995)
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| Budget Amount *help |
¥2,300,000 (Direct Cost: ¥2,300,000)
Fiscal Year 1995: ¥900,000 (Direct Cost: ¥900,000)
Fiscal Year 1994: ¥1,400,000 (Direct Cost: ¥1,400,000)
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| Keywords | multi-phase flow / debris flow / mud flow / sediment laden flow / constitutive equations / 固液混相流 / 浮遊砂粒 / 構成則・抵抗則 / 土石流・泥流 / 粒子間応力 / レイノルズ応力 |
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| Research Abstract |
Discussions are made on the effect of particle size on the flow structure of sand particle-water mixture in order to investigate the mechanics of debris/mud flows and general sediment laden flows. The experimental results show that a quasi-laminar region is formed on the movable bed even in the flow of fine sediment-water mixture and its depth increases with the increase of sediment concentration as well as of particle size. Generally, the equilibrium bed slope can be predicted in terms of particle to particle friction angle and sediment concentration in the case that sediment particles behave as a laminar motion, which is common in debris flows composed of coarse sediment. But, it is rearized tha the bed slope becomes smaller than that of debris flows. A two-layr model which constitutes the upper and lower layrs is proposed to deseribe such phenomena. The shear stress in the upper layr is governed by turbulent motions. and in the lower layr by the constitutive relations developed by Egashira, etal.
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