TY - CONF
T1 - Process of clay bed deformation due to the action of moving particles of bedload
AU - Masato, Sekine
AU - Ishihara, Shun
AU - Fujiura, Noko
AU - Yoshikawa, Fumitaka
N1 - Funding Information:
This study was conducted with the financial support of a Grant-in-Aid for Scientific Research from the Ministry of Education, Science, and Culture of Japan (No. 16K06519). The authors would like to thank Ikeda, N., Ashizawa, H., and Sato, Y., for their contribution.
Publisher Copyright:
© 2020 22nd Congress of the International Association for Hydro-Environment Engineering and Research-Asia Pacific Division, IAHR-APD 2020: "Creating Resilience to Water-Related Challenges". All rights reserved.
PY - 2020
Y1 - 2020
N2 - The purpose of this study is to elucidate the effects of sand or gravel transported as bedload on the clay bed deformation and to understand the lateral and vertical structures of the clay bed. It has already found that the bedload plays a role of erosion promotion of clay bed and a mixed layer of deposited sand and clay is formed on the bed surface. This mixed layer prevents from more clay erosion by protecting it from the contact or collision with bedload. As a result, the mixed layer has the suppressing effect of clay erosion. In this study, a series of experiments in two different channels, one is a straight channel and the other is a uniformly curved channel in order to make these two effects clear, and the deformation process of clay bed is revealed. In considering this process, we focused on the mixed layer of sand and clay formed on a bed surface. As a result of this study, the mixed layer is formed in the initial stage around to the central portion of the bed in a straight channel. In case of bed in uniformly curved channel, the layer starts to form in the area close to the inner side wall because of the effect of centrifugal force on bedload. After the mixed layer was formed, the erosion process proceeds gradually in the transverse direction with lateral widening of the mixed layer.
AB - The purpose of this study is to elucidate the effects of sand or gravel transported as bedload on the clay bed deformation and to understand the lateral and vertical structures of the clay bed. It has already found that the bedload plays a role of erosion promotion of clay bed and a mixed layer of deposited sand and clay is formed on the bed surface. This mixed layer prevents from more clay erosion by protecting it from the contact or collision with bedload. As a result, the mixed layer has the suppressing effect of clay erosion. In this study, a series of experiments in two different channels, one is a straight channel and the other is a uniformly curved channel in order to make these two effects clear, and the deformation process of clay bed is revealed. In considering this process, we focused on the mixed layer of sand and clay formed on a bed surface. As a result of this study, the mixed layer is formed in the initial stage around to the central portion of the bed in a straight channel. In case of bed in uniformly curved channel, the layer starts to form in the area close to the inner side wall because of the effect of centrifugal force on bedload. After the mixed layer was formed, the erosion process proceeds gradually in the transverse direction with lateral widening of the mixed layer.
KW - A mixed layer
KW - Bedload
KW - Clay bed
KW - Erosion and deposition
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M3 - Paper
AN - SCOPUS:85104731377
T2 - 22nd Congress of the International Association for Hydro-Environment Engineering and Research-Asia Pacific Division: Creating Resilience to Water-Related Challenges, IAHR-APD 2020
Y2 - 14 September 2020 through 17 September 2020
ER -