Characteristics of the Debris Flow that is Composed of Sediment Mixtures
Characteristics of the Debris Flow that is Composed of Sediment Mixtures
批准号:
01550406
负责人:
TAKAHASHI Tamotsu
金额:
$1.41万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1989
资助国家:
日本
项目状态:
已结题
起止时间:
1989 至 1990
中文摘要
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英文摘要
In a debris flow which is composed of widely distributed sodiment mixture, very small fraction and other larger particles behave differently. Namely, the very small one is suspended in the interstitial fluid among larger particles which are sustained by the action of mutual encounters. Concentration of such fine particles is important, because increased density of the interstitial highly sediment laden fluid works to increase capacity for transporting larger particles. In this investigation, at first, the criteria to divide fine and coarse particles is given through the discussion on the turbulence and suspended sediment concentration in the interstitial fluid.Next, it is shown that the larger particles go upward by the effect of dispersive force and transported faster than the smaller particles which are remaining in the lower part because of the faster velocity in the upper layer of the flow than in the lower layer.A computer simulation method which renders it possible to predict the temporal tauariations in not only the discharge and the mean solid concentration but also in the mean particle diameter from the forefront to the rear is presented. The distribution of the particle size in a debris fan that is formed by runout of the debris flow on a flat area gives a vivid account of the characteristics of particle segregation in the debris flow.The forefront where the coarsest materials accumulate does not immediately stop but a while continues its inertial motion with a small expansion in its width thereby leaving some large particles aside and then stops making a crescent bank. The succeeding flow that contains smaller size materials deposits as if it buries the hollow behind the bank until overflow occurs. A numerical simulation method that predicts the limit of the debris depositing area and the spatial distributions of the mean diameter of the sediment in the deposit, is also proposed. Both of the two simulation methods are verified by laboratory experiments.
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Takahashi,T.: "Debris Flow" International Association of Hydraulic Research, 152 (1991)
Takahashi,T.:“泥石流”国际水利研究协会,152 (1991)
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通讯作者:
Takahashi, T., Nakagawa, H. and Harada, T.: "Prediction of debris flow generated by erosion of a steep well-graded sediment mixture bed" Annuals, Disaster Prevention Research Institute. No. 33 B-2. 443-456 (1990)
Takahashi, T.、Nakakawa, H. 和 Harada, T.:“对陡峭的分级良好沉积物混合床侵蚀产生的泥石流的预测”年鉴,防灾研究所。
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Takahashi,T.,Nakagawa,H.,Harada,T.and Yamashiki,Y.: "Formation and Deposition of Debris Flow That Is Composed of Sediment Mixtures" Journal of Hydraulics Engineering,ASCE.
高桥,T.,中川,H.,原田,T.和山敷,Y.:“由沉积物混合物组成的泥石流的形成和沉积”美国土木工程师学会水利工程学报。
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高橋 保・中川 一・山敦 康亮: "混合粒径材料からなる土石流扇状地の形成とその侵食" 京都大学防災研究所年報. (1991)
Tamotsu Takahashi、Hajime Nakakawa、Yasuaki Yamashita:“由混合颗粒尺寸材料制成的泥石流扇的形成及其侵蚀”京都大学防灾研究所年度报告(1991)。
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高橋保: "混合粒径材料からなる渓床侵食型土石法の予測" 京都大学防災研究所年報. 33B-2. (1990)
Tamotsu Takahashi:“使用混合粒度材料的河床侵蚀型土壤和石头方法的预测”,京都大学防灾研究所年报33B-2。
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