THE INFLUENCE OF SUSPENDED LOAD ON RIVER BED VARIATION IN THE BRAIDED RIVER OF THE ABE RIVER
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- MORIMOTO Yusuke
- 中央大学大学院 理工学研究科 都市人間環境学専攻
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- TATEMATSU Akinori
- 国土交通省 中部地方整備局 静岡河川事務所
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- FUKUOKA Shoji
- 中央大学研究開発機構
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- TAKEMURA Yoshiharu
- 中央大学研究開発機構
Bibliographic Information
- Other Title
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- 安倍川網状流路の洪水時の河床変動に及ぼす浮遊砂の影響
Description
<p> We have studied the role of non-equilibrium sediment transport of bed load on bed variations of the braided channels in the middle and lower reaches due to flood flows in the Abe River, which is composed of a wide grain-size distribution of bed materials including gravels. This paper focuses on the role of non-equilibrium sediment transport of suspended load which is greatly affected by the three-dimensional flood flows on bed variation. Our calculations showed that the amount of suspended load is relatively large in the flood descending period, and the tendency for bed load and suspended load to accumulate on the sandbars resulted in a large specific height difference between the sandbars and channels. We also confirmed that secondary flows develop at the side edges of sandbars due to the flow mixing between the flow over the sandbars and the flow in the channels promote the deposition of suspended load at the side edges of sandbars, and it causes the lateral movement of the sandbar and reduction of the width of the channel.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
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Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 78 (2), I_871-I_876, 2022
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390013408148688896
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- ISSN
- 2185467X
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
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- Abstract License Flag
- Disallowed