EFFECT OF LANDSIDE POOLED WATER DEPTH ON EROSION PROCESS OF EMBANKMENT BY OVERFLOWING WATER
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- KAINOSE Ayano
- 埼玉大学大学院 理工学研究科
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- TANAKA Norio
- 埼玉大学大学院 理工学研究科(兼・埼玉大学研究機構レジリエント社会研究センター)
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- OGURA Mutsumi
- 日本工営(株)
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- IGARASHI Yoshiya
- 埼玉大学大学院 理工学研究科
Bibliographic Information
- Other Title
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- 堤防越水を伴う洪水時における堤内地側事前湛水が堤防の侵食プロセスに与える影響
Description
<p> The pooled water depth on the landside of a river embankment can affect the embankment’s erosion and breaching process. This phenomenon is understood as ‘water cushion effect’ that decreases the energy of overflowing water and therefore suppresses erosion. The 2019 Typhoon Hagibis, Japan, such landside inundation conditions may have influenced the behavior of levee failure. This study aimed to clarify the effects of this inundation on the erosion by overflowing water on an embankment. A laboratory experiment using a sand embankment model and simulated result showed that the higher pooled water depth, the lower the erosion due to overflow was observed. Reproduction calculation under the conditions at the embankment of the Tokigawa River where the levee failure occurred in the Typhoon Hagibis also showed a similar tendency.</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) 76 (2), I_571-I_576, 2020
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390290229666140928
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- NII Article ID
- 130008122673
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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