DC 欄位 |
值 |
語言 |
DC.contributor | 土木工程學系 | zh_TW |
DC.creator | 凌杰民 | zh_TW |
DC.creator | JIE-MIN LING | en_US |
dc.date.accessioned | 2018-8-15T07:39:07Z | |
dc.date.available | 2018-8-15T07:39:07Z | |
dc.date.issued | 2018 | |
dc.identifier.uri | http://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.description | National Central University | en_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.abstract | In 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.subject | debris flows | en_US |
DC.subject | granular flow | en_US |
DC.subject | seepage failure | en_US |
DC.subject | entrainment effect | en_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.iso | zh-TW | zh-TW |
DC.type | 博碩士論文 | zh_TW |
DC.type | thesis | en_US |
DC.publisher | National Central University | en_US |