Local Scour around Eccentric Circular Piers with Steady Flow
碩士 === 逢甲大學 === 水利工程所 === 94 === The research utilize hydraulic models to simulate local scour depth and scour depth change with time for non-uniform pier diameter ratio D/D* of 0.4 and 0.7, and different type pier and initial bed level relative under the foundation top elevation under steady flow....
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2006
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| Online Access: | http://ndltd.ncl.edu.tw/handle/74167331488813937712 |