Geomorphological processes due to intermittent sediment movements such as land slides and slope failures
| Project/Area Number |
17360229
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
水工水理学
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| Research Institution | Hokkaido University (2006-2007)
Tohoku University (2005) |
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Principal Investigator |
IZUMI Norihiro Hokkaido University, Grad. School of Eng., Professor (10260530)
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| Co-Investigator(Kenkyū-buntansha) |
UZUOKA Ryosuke TOHOKU University, Grad. School of Eng., Associate Professor (40333306)
KAZAMA So TOHOKU University, Grad. School of Env. Sci., Associate Professor (50272018)
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| Project Period (FY) |
2005 – 2007
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| Project Status |
Completed (Fiscal Year 2007)
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| Budget Amount *help |
¥5,440,000 (Direct Cost: ¥5,200,000、Indirect Cost: ¥240,000)
Fiscal Year 2007: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2006: ¥1,300,000 (Direct Cost: ¥1,300,000)
Fiscal Year 2005: ¥3,100,000 (Direct Cost: ¥3,100,000)
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| Keywords | surface sheet flow / gully / channel bifurcation / seepage flow / slope failure / landslide / sediment hazard probability / snowmelt / 水路網 / 分岐 / 液状化 / 不飽和土 / 不飽和地盤 / 動的解析 / 有限要素法 / 土砂災害 / リスク / 水路群 / 線形安定性理論 / 地下水 / パイピング / 斜面災害 / 極値降雨 |
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| Research Abstract |
A mathematical model is proposed to describe the channelization on slopes composed of weakly cohesive fine sediment. The analysis is extended to include the case of slopes with arbitrary shapes. The spacing of incipient channels is found to be on the order of 1000 times the Froude critical depth of surface sheet flow. A mathematical model of channel bifurcation is also proposed. The analysis reveals that channel heads become unstable and channel bifurcation takes place when the discharge decreases. The results are found to be consistent with observations. The formation of channels due to seepage erosion is studied experimentally. It is found that governing parameters are discharge, slope and seepage layer thickness and that the spacing increases with those parameters.
A liquefaction analysis for capillary zone above ground water level is developed based on porous media theory with three phases. Simplified governing equations are derived with the assumption that the relative acceleration of pore fluid with respect to soil skeleton is small. The proposed method can reproduce the tri-axial test results well when the degree of saturation is larger than about 70%. The numerical results show that liquefaction occurred in the capillary zone when the initial saturation degree is about 60% and over.
Hydraulic gradient was analyzed by infiltration analysis with consideration of snowmelt. The probability and the road damage in the Tohoku region are shown in maps with 1 km resolutions. These maps show spatial-temporal risk distributions of sediment hazard due to some snowmelt conditions. We also focus on the influence of dam reservoirs to cause excessive sediment disasters due to anomalous weather conditions by global warming. Results of this study conform that the sediment hazard probability model performs well to predict macro scale sediment storage in dam reservoirs.
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Report
(4 results)
Research Products
(49 results)
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[Journal Article] Numerical Simulation on Flow Failure of Geomaterials Based on Fluid Dynamics2005
Author(s)
Moriguchi, S., Yashima, A., Sawada, K., Uzuoka, R. and Ito, M.
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Journal Title
Special Issue on Prediction and Simulation Methods in Geomechanics, Soils and Foundations Vol. 45, No. 2
Pages: 155-166
NAID
Description
「研究成果報告書概要(欧文)」より
Related Report
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[Presentation] ガリの発達過程に関する研究2006
Author(s)
水嶋大樹
Organizer
平成17年度土木学会東北支部技術研究発表会
Place of Presentation
八戸工業大学(八戸)
Year and Date
2006-03-10
Description
「研究成果報告書概要(和文)」より
Related Report
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