Movement of Eichornia Crassipes near Bridge Deck and its Effect on Pressurized Flow Pattern
碩士 === 國立成功大學 === 水利及海洋工程學系 === 88 === When the large floods coming , bridge which become partially or totally submerged are subject to pressure-flow scour. Under this flow condition , a good deal of floatage such as Eichornia Crassipes often float under the water near bridge deck . Its movement and...
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ndltd-TW-088NCKU00830152015-10-13T10:57:06Z http://ndltd.ncl.edu.tw/handle/18305058607334429714 Movement of Eichornia Crassipes near Bridge Deck and its Effect on Pressurized Flow Pattern 壓力流況下橋樑前後布袋蓮之堆積型態與水流特性 YA-YU TSAI 蔡亞佑 碩士 國立成功大學 水利及海洋工程學系 88 When the large floods coming , bridge which become partially or totally submerged are subject to pressure-flow scour. Under this flow condition , a good deal of floatage such as Eichornia Crassipes often float under the water near bridge deck . Its movement and effect on pressurized flow pattern will be discussed. The experiments were conducted to study the flow field , discharge , and water level at the bridge deck under the pressurized flow condition which Eichornia Crassipes float under the water . The experimental data were all recorded , it were compared with Chang’s data(1999). The velocity data were also compared with the log-law velocity distribution to predict the fore influence region(FIR) and behind influence region(BIR). With the discharge changed , Eichornia Crassipes float under the water near bridge deck can be divided into three patterns . The experimental data were substituted into energy equation and continuity equation to caculate energy loss and energy loss coefficient. Compared with the energy loss of three patterns , the first pattern which Eichornia Crassipes float under water before bridge deck had the most energy loss. JAN-MOU LEU CHAN-JI LAI 呂珍謀 賴泉基 2000 學位論文 ; thesis 71 zh-TW |
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碩士 === 國立成功大學 === 水利及海洋工程學系 === 88 === When the large floods coming , bridge which become partially or totally submerged are subject to pressure-flow scour. Under this flow condition , a good deal of floatage such as Eichornia Crassipes often float under the water near bridge deck . Its movement and effect on pressurized flow pattern will be discussed.
The experiments were conducted to study the flow field , discharge , and water level at the bridge deck under the pressurized flow condition which Eichornia Crassipes float under the water . The experimental data were all recorded , it were compared with Chang’s data(1999). The velocity data were also compared with the log-law velocity distribution to predict the fore influence region(FIR) and behind influence region(BIR).
With the discharge changed , Eichornia Crassipes float under the water near bridge deck can be divided into three patterns . The experimental data were substituted into energy equation and continuity equation to caculate energy loss and energy loss coefficient. Compared with the energy loss of three patterns , the first pattern which Eichornia Crassipes float under water before bridge deck had the most energy loss.
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author2 |
JAN-MOU LEU |
author_facet |
JAN-MOU LEU YA-YU TSAI 蔡亞佑 |
author |
YA-YU TSAI 蔡亞佑 |
spellingShingle |
YA-YU TSAI 蔡亞佑 Movement of Eichornia Crassipes near Bridge Deck and its Effect on Pressurized Flow Pattern |
author_sort |
YA-YU TSAI |
title |
Movement of Eichornia Crassipes near Bridge Deck and its Effect on Pressurized Flow Pattern |
title_short |
Movement of Eichornia Crassipes near Bridge Deck and its Effect on Pressurized Flow Pattern |
title_full |
Movement of Eichornia Crassipes near Bridge Deck and its Effect on Pressurized Flow Pattern |
title_fullStr |
Movement of Eichornia Crassipes near Bridge Deck and its Effect on Pressurized Flow Pattern |
title_full_unstemmed |
Movement of Eichornia Crassipes near Bridge Deck and its Effect on Pressurized Flow Pattern |
title_sort |
movement of eichornia crassipes near bridge deck and its effect on pressurized flow pattern |
publishDate |
2000 |
url |
http://ndltd.ncl.edu.tw/handle/18305058607334429714 |
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