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Study on the Process of Damage Gentle-Slope Sea Dike Attacked Severe Wave for Hours Together of Irregular Waves

Study on the Process of Damage Gentle-Slope Sea Dike Attacked Severe Wave for Hours Together of Irregular Waves
不规则波浪持续数小时猛烈波浪侵袭缓坡海堤破坏过程研究
批准号:
10650512
负责人:
TAKAHASHI Toshihiko
金额:
$0.64万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1998
资助国家:
日本
项目状态:
已结题
起止时间:
1998 至 2000

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中文摘要
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英文摘要
○ Comparison of the Beach Profile Changes in front of Gentle-Slope Sea Dike for Regular and Irregular WavesBeach profile changes in front of the gentle-slope sea dike and the damage of dike with them were studied experimentally by using the regular and irregular waves. Beach profile changes caused by irregular wave becomes smaller than that by regular wave. It will be considered that the beach profile changes are smoothed in general, because the wave breaking point for irregular wave is different every one wave. In the case of regular wave, although the damage of dike progresses gradually as a time of wave action becomes longer, the damage becomes early with increasing dike slope. On the other, in the case of irregular wave, the damage of dike did not occur within the limits of this experiment.○ Experiments on the Damage of Gentle-Slope Sea Dike Caused by the Piping of Back filling MaterialsThe experimental investigation on the piping of back filling materials which is considered as a cause for damage of gentle-slope sea dike was carried out. The sands or gravels of 5 different grain sizes were used for the back filling materials. From the experiments, two different patterns of damage were observed. One is a damage caused by the piping from the hole of upper blocks than the still water level and another one by the piping from the end of slope after erosion of foundation works. The former occurred for small grain size of back filling materials.
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会议论文
高橋敏彦・沼田淳: "波の打ち上げ高さに関する現地観測値の基礎的検討" 土木学会第53回年次学術講演会. 280-281 (1998)
高桥俊彦和沼田淳:《关于波发射高度的现场观测值的基础研究》第53届日本土木工程学会学术年会280-281(1998)。
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戸牧篤也・高橋敏彦・沼田 淳・阿部至雄: "緩傾斜堤設置による海浜地形変化に関する不規則波実験" 平成10年度土木学会東北支部技術研究発表会講演概要. 248-249 (1999)
Atsuya Tomaki、Toshihiko Takahashi、Jun Numata、Itao Abe:“由于安装缓坡堤坝而导致的海滩地形变化的不规则波浪实验”摘要,1998 年日本土木工程师学会东北分会技术研究演示会议 248-249( 1999)
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高橋敏彦: "緩傾斜堤への波の打ち上げ高さ及び遡上特性に関する現地観測値の基礎的検討"海洋開発論文集. 15. 701-706 (1999)
Toshihiko Takahashi:“关于缓坡堤坝上波浪的发射高度和爬升特性的现场观测的基础研究”海洋发展杂志 15. 701-706 (1999)。
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