STUDY ON EROSION AND SUCTION CONTROL AGAINST OVERTOPPING OF RIVER LEVEE USING CRUSHED SHELL PARTICLES
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- OHNO Asuka
- 茨城大学大学院 都市システム工学専攻
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- KOBAYASHI Kaoru
- 茨城大学大学院 都市システム工学専攻
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- OHWADA Shigeru
- (株)開発計画研究所 社会基盤整備部
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- KAMADO Noriyuki
- りんかい日産建設(株)土木事業部
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- YASUHARA Kazuya
- 茨城大学 地球・地域環境創生機構
Bibliographic Information
- Other Title
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- 堤防の越水に対する破砕貝殻を用いた侵食・吸出し抑制に関する基礎的検討
Abstract
<p> Recently, the number of the breached river levees, mainly due to overtopping, has naturally risen along with the increase in heavy rainfall. It is logically expected that water disasters will typically continue to occur and intensify frequently in the future. Therefore, having a “resilient river levee”, that prolongs the time until the river levee is breached, is necessary. For this, suppressing erosion and suction of the back slope of the river levee against overtopping is important. On the other hand, many scallop shells piled up around fishing ports like Hokkaido, cause environmental problems like a stench. This specific study clarifies experimentally that the crushed shell particles layer established on the back slope of the river levee is effective in suppressing erosion and suction against overtopping.</p>
Journal
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- Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
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Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering) 77 (2), I_373-I_378, 2021
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390571028378844928
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- NII Article ID
- 130008094242
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- ISSN
- 21854688
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed