PREDICTION OF DEFORMATION OF MIHONO-MATSUBARA SAND SPIT AND EFFECT OF LARGE-SCALE SAND BACK PASS
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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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- SUMITA Akinori
- 静岡県交通基盤部静岡土木事務所工事第2課
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- UCHIYAMA Shota
- 静岡県交通基盤部静岡土木事務所企画検査課
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- IGARASHI Tatsuyuki
- (一財)土木研究センター
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- MURATA Masaki
- 海岸研究室(有)
Bibliographic Information
- Other Title
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- 三保松原砂嘴の変形予測と大規模サンドリサイクルの効果検討
Abstract
<p> The effect of sand back pass on the Shimizu coast was numerically investigated. 2.5×105 m3 of sand is assumed to be excavated around the tip of the Mihono-Matsubara sand spit and such material is transported upcoast for beach nourishment, while reducing the loss of sand via a steep slope of the sand spit. First, topographic changes of the sand spit between September 2010 and November 2021 were reproduced using the BG model to investigate the applicability of the model to this coast. Then, the effect of sand back pass was investigated by this model. It was found that it is fundamentally difficult to stop the falling sand via a steep slope around the tip of the sand spit, and the effect of large-scale excavation for the procurement of nourishment sand only continues until the time when the excavated hole is fully buried by longshore sand transport.</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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Keywords
Details 詳細情報について
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- CRID
- 1390297979838535168
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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