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    Please use this identifier to cite or link to this item: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/39365


    Title: 可視化流場在逆坡輸沙研究之應用
    Other Titles: The Analysis of Visualized Flow Field on the Sediment Transport along an Adverse Sloping Sandy Channel
    Authors: 李俊生;林意楨
    Contributors: 淡江大學水資源及環境工程學系
    Keywords: 輸砂;流場;動床試驗;影像處理;Sediment Transport;Flow Field;Movable Bed Test;Image Processing
    Date: 1999-11
    Issue Date: 2010-01-11 16:56:32 (UTC+8)
    Abstract: 本研究利用可視化流場之分析以影像擷取處理懸浮質濃度之方法,找出在逆坡輸沙中懸浮質濃度分布與流量、坡度、隨顆粒雷諾數間之關係,並將懸浮質濃度利用迴歸方式換算為輸沙量與李及林(1998, 1999)之輸沙量作比較。研究發現輸沙量皆隨流量的增加而增加,而懸浮質換算之輸沙量相較於實驗量測之輸沙量為小頗為合理,而輸沙量亦隨坡度增加而減少,隨顆粒雷諾數增加而增加。
    By using computerized image processing method, this study analysis thechanges of the sediment concentration along an adverse sloping sandychannel in order to find the relations with particle Reynolds number,slope and the flow discharge. The comparison among Lee & Lin (1998,1999) with this study have been made. This research has found that asthe flow discharge increases the sediment transport increases. Theresults computed by the regressional curves are more reasonable thanLee & Lin (1999). Those results also show that as the slope increasesthe sediment transports decreases. As the particle Reynolds numberincreases, the sediment transports also increase.
    Relation: 第21屆海洋工程研討會論文集,頁475-480
    Appears in Collections:[水資源及環境工程學系暨研究所] 會議論文

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    可視化流場在逆坡輸沙研究之應用.docx摘要13KbMicrosoft Word119View/Open
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