Study on Formation of Huge Waves due to Landslide in a Reservoir
Study on Formation of Huge Waves due to Landslide in a Reservoir
批准号:
10480095
负责人:
MICHIUE Masanori
金额:
$1.09万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B).
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
中文摘要
大约200年前的1792年,日本九州岛岛原半岛的Mayuyama发生了一次大滑坡,大约有15亿份沉积物滑落并流入有明湾。在这种情况下,山体滑坡产生了海啸等巨浪,浪高超过20米,沿海地区有1.45万人丧生。这场灾难是日本最严重的灾难之一。本项目在二维滑坡模型的基础上建立了二维海啸数值模拟模型,并应用于Mayuyama灾害。在滑坡模拟中,计算结果与有明湾地区滑坡终止后的时间实际最终形态、长度和高度基本吻合。在这种情况下,滑坡现象可能在触发崩塌后约100s结束,速度和厚度分别接近100m/s和30m。在波浪模拟中,通过与模拟结果和观测结果的比较,发现本文所引入的计算方法很好地再现了滑坡伴随的水位变化。
英文摘要
Almost 200 years ago, in 1792, a big landslide occurred at Mayuyama in Shimabara peninsula, Kyusyu island, Japan About 1.5 hundred millions of sediments slid and flowed into the Ariake Bay. In this case, the huge waves like Tsunami were generated by the landslide and the wave height became more than 20m and 14,500 people were killed in coastal area. This disaster is one at the most huge disaster in Japan. In this project, a two-dimensional numerical simulation model for Tsunami based on two-dimensional landslide model has developed and is applied to Mayuyama disaster. In the simulation of landslide, A result of calculation is closed agree with time actual final shape of the landslide after the termination, the length and the height in the area of Ariake bay. In this case, the phermomena of landslide might finish in about 100sec after the collapse was triggered, and the velocity and the thickness are almost 100m/sec and 30m respectively. And In wave simulation, according to comparison with simulation results and the observed one, it is found how well the calculation method introduced here recreates the change in water level which is accompanied the landslide.
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通讯作者:
Masayoshi SHIMIZU: "Reinforcement's effects in the tank-model prediction of slope failure due to rainfalls"Proc.of International Symposium on Slope Stability Engineering-IS-SHIKOKU'99/Matsuyama/Shikoku/Japan. 453-458 (1999)
Masayoshi SHIMIZU:“加固对降雨引起的边坡破坏的坦克模型预测的影响”Proc.of 国际边坡稳定性工程研讨会-IS-SHIKOKU99/松山/四国/日本。
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Shimizu :: "Reinforcement's effects in the tank-model prediction of slope failure due to rainfalls"Proc. of Int.Sym.on Slope Stability Engineering-IS-SHIKOKU' 99/Matsuyama/Shikoku/Japan. 453-458 (1999)
Shimizu ::“加固对降雨引起的边坡破坏的坦克模型预测的影响”Proc。
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道上正規,宮本邦明 他: "崩壊土塊の運動と2次元数値解析手法の研究"土木学会中国支部研究発表会発表概要集. 第52回. 111-112 (2000)
道上正则、宫本国明等:“塌陷土体运动及二维数值分析方法研究”日本土木工程学会中国分会研究报告摘要集(2000年)111-112。 )
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共 16 条
Study on field measurement of sand waves in a natural river
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批准号:06555149
-
项目类别:Grant-in-Aid for Scientific Research (A)
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资助金额:$0.7万
-
财政年份:1994
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负责人:MICHIUE Masanori
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依托单位:
Joint research on slope erosion and mass transport phenomena
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批准号:05044103
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项目类别:Grant-in-Aid for international Scientific Research
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资助金额:$3.78万
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财政年份:1993
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负责人:MICHIUE Masanori
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依托单位:
STUDY ON RIVER FACILITIES HARMONIOUS WITH ENVIRONMENT
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批准号:03452213
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项目类别:Grant-in-Aid for General Scientific Research (B)
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资助金额:$0.32万
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财政年份:1991
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负责人:MICHIUE Masanori
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依托单位:
SIMULATION OF RIVER BED VARIATION BY MEANS OF FINITE ELEMENT METHOD
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批准号:63550374
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项目类别:Grant-in-Aid for General Scientific Research (C)
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资助金额:$1.34万
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财政年份:1988
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负责人:MICHIUE Masanori
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依托单位:
海外基金