Local Scour around Nonuniform Consecutive Circular Piers in Streamwise Direction with Steady Flows
碩士 === 逢甲大學 === 水利工程所 === 95 === This research focuses on hydraulic models to explore the time variations of the local scour depths for two consecutive non-uniform piers with steady flows. The upper and lower pier diameters are 20mm and 50mm, respectively, i.e. the pier diameter ratio D/D* is a cons...
Main Authors: | , |
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Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2007
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Online Access: | http://ndltd.ncl.edu.tw/handle/80462850020934581770 |