博碩士論文 953202045 完整後設資料紀錄

DC 欄位 語言
DC.contributor土木工程學系zh_TW
DC.creator劉力維zh_TW
DC.creatorLi-Wei Liuen_US
dc.date.accessioned2008-7-24T07:39:07Z
dc.date.available2008-7-24T07:39:07Z
dc.date.issued2008
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=953202045
dc.contributor.department土木工程學系zh_TW
DC.description國立中央大學zh_TW
DC.descriptionNational Central Universityen_US
dc.description.abstract本文以實驗及數值計算分析超臨界流況下,橋墩受水流沖擊所造成的墩前湧波,探討橋墩尺度對振幅、頻率的影響;實驗於亞臨界流況下,利用超音波速度剖面儀(UVP)量測墩前速度場分佈,進一步探討墩前射流之分離位置及流場中頻率的特性,並透過數值模Truchas分析墩前射流位置及渦流分佈。實驗結果顯示,沖擊高度與上游福祿數呈正比之關係;UVP 能有效量測邊界層厚度及墩前渦流尺寸;透過數值模式,能進一步分析細部流場變化,如:渦度分佈、底床剪應力。本研究之結果可幫助於瞭解亞、超臨界流況中墩前沖擊高度與上游福祿數的關係,可供相關工程設計之參考。zh_TW
dc.description.abstractBow waves in front of cylindrical piers under different flow conditions, especially supercritical flows, are explored in this study by employing both flume experiments and 3D numerical simulation. An ultrasonic velocity profiler (UVP) is used to measure the downward/upward flow right in front of the pier, and the downward flow and the stagnation point along the profile are also measured. The magnitudes and the frequencies of bow waves are analyzed by image analysis. The vortex sizes are mainly determined by pier diameter alone. The dimensionless amplitude of bow waves is proportional to the square of upstream Froude numbers. The numerical simulations for piers in shallow water show that the shear stresses on the floor exhibit maximum value at the downstream sides, which is due to pier-induced surface drawdown and wake separation.en_US
DC.subject超臨界流zh_TW
DC.subject墩前湧波zh_TW
DC.subject沖擊高度zh_TW
DC.subject底床剪應力zh_TW
DC.subject頻譜分析zh_TW
DC.subjectSpectrum analysis.en_US
DC.subjectBed shear stressen_US
DC.subjectSurge heighten_US
DC.subjectBow waveen_US
DC.subjectSupercritical Flowen_US
DC.title水流墩前湧波之探討zh_TW
dc.language.isozh-TWzh-TW
DC.titleBow wave and Hydraulic jump induced by cylindrical piers in open channel flowsen_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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