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Numerical simulation of the Debris Flow Occurred at Izumi City on July 10, 1997.

Numerical simulation of the Debris Flow Occurred at Izumi City on July 10, 1997.
1997年7月10日和泉市泥石流的数值模拟。
批准号:
10680447
负责人:
HASHIMOTO Haruyuki
金额:
$2.5万
依托单位:
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 1999

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中文摘要
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英文摘要
Debris flow occurred at Izumi city , Kagoshima Prefecture on July 10, 1997, and so 21 people died because of this event. The debris flow was caused by the failure of mountain slope of the angle of 26°. After the slope failure the debris moved down slope of 6.8° and deposited on the alluvial fan of lope angle of 3.7° 〜2.4°. It is important to make debris-flow hazard map of this area as its counter measures. The purpose of this study is to accumulate the knowledge for numerical simulation method of the debris flow.The results obtained in this study are as follows :(1) In order to examine the process of debris-flow termination, experiments of debris flow were made in an open channel with rapid decrease in slope from 4° or 6° to 2°. Bed materials used in the experiments are fine sand with the diameter of 0.17 mm and coarse sand of 0.84 mm. In the case of the coarse sand considerable deposition occurs at the changing point of channel slope. At the same time deposition area extends to the downstream and upstream directions. In the case of the fine sand considerable deposition occurs in the more downstream area from the changing point of channel slope. At the same time deposition area extends to the downstream direction.(2) Numerical simulation of these experiments was made ; the basic equations are the momentum equation and two continuity equations for solid and fluid phases. Sediment transport equation is necessary to solve the basic equations. Two different types of sediment transport equations are used ; one is a bed-load transport equation and the other a total-load transport equation. The result of computation with the bed-load transport equation agrees with the experiments in the case of coarse sand. However the result of computation with the total-load transport equation cannot explain the experimental results in the either case of coarse sand or fine sand.
期刊论文(7)
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会议论文
Kichan Park,橋本晴行 帯山武敏,平野宗夫: "勾配急減による高濃度浮流砂流の堆積過程に関する実験"土木学会第54回年次学術講演会講演概要集第2部. 434-435 (1999)
Kichan Park、Haruyuki Hashimoto、Taketoshi Obiyama、Muneo Hirano:“梯度突然减小导致高浓度浮砂流沉积过程的实验”,第 54 届日本土木工程学会学术年会,摘要第 2 部分 434-。 435 (1999)
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平野宗夫・小川 滋: "97年7月針原川で発生した土石流災害の前兆現象-針原川災害の隠された教訓-"砂防学会誌. 51. 27-34 (1999)
平野宗夫和小川茂:“1997 年 7 月发生在张原河的泥石流灾害的前兆现象 - 张原河灾难的隐藏教训 -”侵蚀控制学会杂志 51. 27-34 (1999)。
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Kichan Park・橋本晴行 平野宗夫: "現地観測に基づく土石流の流動特性について" 自然災害科学研究西部地区部会報研究論文集. 23印刷中. (1999)
Kichan Park、Haruyuki Hashimoto、Muneo Hirano:“基于实地观测的泥石流流动特征”,自然灾害科学研究西部地区论文集 23(1999 年)。
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7
    Early Warning and Evacuation System for Flood Disasters
    • 批准号:
      20510176
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $3.0万
    • 财政年份:
      2008
    • 负责人:
      HASHIMOTO Haruyuki
    • 依托单位:
    THE FLOOD AND SEDIMENT DISASTERS IN KYUSHU AREA ON JULY 19 TO 20, 2003.
    • 批准号:
      15800010
    • 项目类别:
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    • 资助金额:
      $0.0万
    • 财政年份:
      2003
    • 负责人:
      HASHIMOTO Haruyuki
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    A SEDIMENT DISCHARGE FORMULA FOR VARIOUS TYPES OF SEDIMENT TRANSPORT IN A STEEP OPEN CHANNEL
    • 批准号:
      13650570
    • 项目类别:
      Grant-in-Aid for Scientific Research (C)
    • 资助金额:
      $2.18万
    • 财政年份:
      2001
    • 负责人:
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    • 依托单位:
    Counter Measures for Debris and Flood Flows Disasters by Using Natural Woods
    • 批准号:
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    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $4.74万
    • 财政年份:
      1998
    • 负责人:
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    • 依托单位:
    海外基金