博碩士論文 105322056 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凌杰民zh_TW
DC.creatorJIE-MIN LINGen_US
dc.date.accessioned2018-8-15T07:39:07Z
dc.date.available2018-8-15T07:39:07Z
dc.date.issued2018
dc.identifier.urihttp://ir.lib.ncu.edu.tw:444/thesis/view_etd.asp?URN=105322056
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本研究在實驗室內進行不同堆積型態之堆積體,因上游之滲流作用造成堆積體破壞,並轉化為顆粒流之渠道試驗。試驗過程中以高速攝影機進行影像攝影記錄其過程,再以影像分析處理,並探討顆粒堆積體內部因後方水體滲流作用下之破壞歷程、後方水深、顆粒流體運動特性、以及在不同型態之顆粒堆積體因侵蝕堆積床造成顆粒流之捲增效應。顆粒流因堆積型態與供水量、傾斜坡度條件之差異使顆粒流流動型態有所差異。顆粒流之波峰在固定底床條件下高度呈現遞減趨勢,而在堆積底床條件下,因顆粒堆積體在破壞過程中會侵蝕底床,而有捲增效應使土石流整體前鋒呈遞增之趨勢。zh_TW
dc.description.abstractIn this study, the mobilization process of a deposited plie due to upstream seepage failure was experimentally investigated in a flume. The flow patterns of the granular flows depend on the channel slope, seepage discharge and the bed deposition. For a rigid bed, the surge height decays with distance. For a loose bed, the wet granular flow entrains particles of the bed during the mobilization process, and the surge height grows with distance due to the entrainment effect.en_US
DC.subject土石流zh_TW
DC.subject顆粒流zh_TW
DC.subject堆積體zh_TW
DC.subject捲增效應zh_TW
DC.subject滲流破壞zh_TW
DC.subjectdebris flowsen_US
DC.subjectgranular flowen_US
DC.subjectseepage failureen_US
DC.subjectentrainment effecten_US
DC.title不同渠床堆積形態下滲流引致土石流之歷程分析zh_TW
dc.language.isozh-TWzh-TW
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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