MOVABLE BED EXPERIMENT ON REDUCTION OF SAND DEPOSITION INSIDE THE CONDUIT OF NUMAKAWA-DAINI FLOODWAY
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- UDA Takaaki
- (一財)土木研究センターなぎさ総合研究所 日本大学理工学部海洋建築工学科
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- IGARASHI Tatsuyuki
- (一財)土木研究センター河川・海岸研究部
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- INAMI Tomoya
- 東海大学海洋学部臨海実験場
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- SAKURADA Tetsuo
- 東海大学海洋学部臨海実験場
Bibliographic Information
- Other Title
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- 沼川第二放水路の函体内堆砂の激減方策に関する移動床模型実験
Abstract
<p> The preventive method of sand deposition inside a conduit of Numakawa-Daini floodway (set back type) was investigated by a movable bed experiment with a model scale of 1/50. In the experiment, the seawater flowed into the upstream direction through No. 1 channel of the floodway associated with the run-up waves under the storm wave condition, and the seawater returned to the sea through Nos. 2 and 3 channels. To prevent sand depositing inside the conduit, this circulation is necessary to be stopped. So, an experiment was carried out whether the gate at the upstream end of No. 1 channel is open or closed. It was concluded that the amount of sand deposited inside the conduit was markedly reduced when the upstream gate of No. 1 channel was fully closed during storm wave conditions, except the deposition of a small amount of sand immediately upstream near the exit of No. 1 channel. Thus, for the prevension of sand deposition inside the channel due to waves, the closure of the gate at upstream of the channel was effective.</p>
Journal
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- Japanese Journal of JSCE
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Japanese Journal of JSCE 79 (17), n/a-, 2023
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390016504861777920
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- ISSN
- 24366021
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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