| Project/Area Number |
24860062
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| Research Category |
Grant-in-Aid for Research Activity Start-up
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| Allocation Type | Single-year Grants |
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| Research Field |
Hydraulic engineering
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| Research Institution | Meijo University |
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Principal Investigator |
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| Project Period (FY) |
2012-08-31 – 2014-03-31
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| Project Status |
Completed (Fiscal Year 2013)
|
| Budget Amount *help |
¥2,990,000 (Direct Cost: ¥2,300,000、Indirect Cost: ¥690,000)
Fiscal Year 2013: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
Fiscal Year 2012: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
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| Keywords | 土砂動態 / 混合砂 / 流砂量 / 表層粒度 / 流砂問題 / 河床表層 / 混合粒径 |
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| Research Abstract |
These days, 2-dimentional numerical simulation of depth-averaged flow and bed variation would be useful for river management. However, it is difficult to examine either sediment conditions at the surface or the substrate structure in detail because of problems in predicting sediment behavior in a real river. Furthermore, the attributes of mixed sediment transport vary depending on physical conditions, making it difficult to describe using numerical simulations. Therefore, two series of flume experiments were firstly conducted in order to examine sediment behavior through bed composed of two size of sand. These experiments and some simulation results indicated the important characteristics of fine and coarse sediment movement for prediction of math of sediment transport.
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