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SETTING PROCEDURE FOR STABLE RIVER CHANNEL GEOMETRY HAVING BOTH DISCHARGE CAPACITY AND RIVERBED STABILITY
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- AKIYAMA Juichiro
- 九州工業大学
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- SHIGE-EDA Mirei
- 九州工業大学大学院 工学研究院建設社会工学研究系
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- UCHINO Masafumi
- 九州工業大学大学院 工学府建設社会工学専攻
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- ONO Ei-ichi
- 国土交通省九州地方整備局 遠賀川河川事務所
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- OSAFUNE Kentaro
- 国土交通省九州地方整備局 熊本河川国道事務所
Bibliographic Information
- Other Title
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- 河道の安定性と河床変動解析に基づく整備計画河道横断形の設定法
Description
<p> The condition proposed by the author for riverbed stability is clarified by adding new data to selected existing data of natural Japanese and overseas rivers. Then, the setting procedure for the cross-sectional geometry of compound channels, that satisfies both discharge capacity and riverbed stability, is developed, based on the proposed condition and 2D river bed configuration analysis. The validity of proposed procedure is confirmed by results of an investigation for the Midori River in Kyushu.</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) 74 (5), I_985-I_990, 2018
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390846609777581696
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- NII Article ID
- 130007757912
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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
- CiNii Articles
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- Abstract License Flag
- Disallowed