Study on the Correction Factors due to different distributions of Velocity and Concentration in Debris Flow Theory

碩士 === 國立成功大學 === 水利及海洋工程學系 === 102 === The purpose of this thesis is to study the effects of concentration distribution and velocity distribution to the behavior of debris flows. My governing equations is integrated by conservation equations. The flow density in my research is not constant and is v...

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Bibliographic Details
Main Authors: Chia-ChiShen, 沈家齊
Other Authors: Yih-Chin Tai
Format: Others
Language:zh-TW
Published: 2014
Online Access:http://ndltd.ncl.edu.tw/handle/97688504022760723503
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Summary:碩士 === 國立成功大學 === 水利及海洋工程學系 === 102 === The purpose of this thesis is to study the effects of concentration distribution and velocity distribution to the behavior of debris flows. My governing equations is integrated by conservation equations. The flow density in my research is not constant and is vary with flow’s depth and sediment concentration. There are four correction factors in the mass and momentum conservation due to the depth integration, they are important to the simulation of debris flow. Building the relationship between friction angle, bed slope, velocity, concentration and correction factors is useful to the simulation of debris flow. In the condition of steady state and uniform flows, we can use the stress and pressure conservation to derive the velocity and concentration equations. There are some factors to debris flow, such as friction angle, bed slope, diameter of sediment, bed’s sediment concentration, density ratio and whether the bed is erodible or rigid. After the research, we can obtain six point: (1) By depth integration, we have four correction factors in mass and momentum conservation to describe debris flows; (2) Under same friction angle, when the bed slope is larger, the concentration distribution will be more uniform; (3) Under same friction angle, when the bed slope is small, the flow field will separate into water layer and mixture layer. The proportion of the water layer will increase while the bed slope decrease; (4) No matter the friction angle and bed slope are, the mixture layer’s velocity distribution are very similar and linear; (5) On the rigid bed, the bed’s sediment concentration will influence the distribution of concentration and velocity; (6) Bed’s condition will influence the distribution of velocity and sediment concentration. Under same friction angle and bed’s slope, the concentration and velocity profile are different apparently between erodible and rigid bed.