1986
DOI: 10.2208/jscej.1986.375_69
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The Mechanics of Mud Flow

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Cited by 5 publications
(4 citation statements)
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“…The experimental friction coefficient f was calculated using compiled experimental data as where g is the acceleration due to gravity, h is the flow depth, and u m is the mean velocity. The relationship between f and h/d was determined by Arai and Takahashi [1986], Ashida et al [1988], and Hirano et al [1992]. The experimental f in Eq.…”
Section: Discussionmentioning
confidence: 99%
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“…The experimental friction coefficient f was calculated using compiled experimental data as where g is the acceleration due to gravity, h is the flow depth, and u m is the mean velocity. The relationship between f and h/d was determined by Arai and Takahashi [1986], Ashida et al [1988], and Hirano et al [1992]. The experimental f in Eq.…”
Section: Discussionmentioning
confidence: 99%
“…However, the critical Reynolds number to indicate either the laminar or turbulent flow phases was not determined, since no experimental investigations were conducted. In the area of experimental investigations, Arai and Takahashi [1986] and Hirano et al [1992] focused on a friction coefficient theoretically derived for a boulder debris flow and a turbulent flow. Based on a comparison between their theoretical curves and experimental data, Arai and Takahashi [1986] and Hirano et al [1992] maintained that phase transition in debris flows occurs at an h/d value of approximately 30-100.…”
Section: Introductionmentioning
confidence: 99%
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“…Takahashi [1982] described immature debris flow, which is composed of coarse particles with no particles suspended in the upper layer, and Arai and Takahashi [1986] reported on turbulent muddy debris flow, which is composed of fine particles and has a thin lower layer. Mizuyama [1980] empirically obtained the equilibrium solids concentration of immature debris flow C s∞ .…”
Section: Mechanics Of Flowmentioning
confidence: 99%