THREE-DIMENSIONAL MODELING OF SCOUR AND FLOW AROUND PILLARS USING FLOW 3D
The piers of the bridge cause the flow of the river to change, so that the hydraulic conditions of the river change too. One of the hydraulic changes is the increased shear stress at the bottom of the channel which has the potential to cause scour. Sediment transport will increase with increasing se...
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| 格式: | Theses |
| 語言: | Indonesia |
| 在線閱讀: | https://digilib.itb.ac.id/gdl/view/71230 |
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| 機構: | Institut Teknologi Bandung |
| 語言: | Indonesia |