Clear Local Scour around Non-uniform Circular Piers with Non-uniformSediment
碩士 === 逢甲大學 === 水利工程與資源保育研究所 === 97 === The purpose of this study is to use the hydraulic model to increase our understanding of the mechanism of the local scour around non-uniform bridge piers. The tests were conducted under the following conditions: steady flow ( V/Vc = 0.6,0.7,0.8,0.9,0.99), non-...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2009
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/50403383747276182791 |