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姓名 蔡輝平(huei-ping tsai) 查詢紙本館藏 畢業系所 土木工程學系 論文名稱 不同含水條件下堆積顆粒塊體崩塌過程之實驗與數值模擬 相關論文 檔案 [Endnote RIS 格式]
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摘要(中) 水份是土石流運動的重要因素之一。本研究在窄渠道內進行顆粒流崩塌實驗，
並分析其流動物理特性及機制，為彌補實驗無法了解顆粒流內部力量傳遞過
程，使用PFC-3D數值模擬與實驗比較，實驗部分主要分成乾顆粒崩塌、濕
顆粒崩塌、水下顆粒崩塌並以細磨石為實驗材料，數值模擬部分則以聚苯乙
烯顆粒為實驗材料，並在底部黏上顆粒定床，而堆積塊體高寬比a作為主要對比參數。
本研究在堆積塊體崩塌顆粒流運動過程中，主要分析堆積型態、壓力變
化、速度變化，在PFC-3D數值模擬部分主要觀察其內部接觸力、不平衡力、
動能、摩擦損耗之變化，並與實驗組做對照，其分析也是以堆積型態、壓力
變化、速度變化為主，結果顯示顆粒流在水下運動過程中受黏滯性影響速度
較慢，但受顆粒與水流體化效應導致堆積距離稍遠，內部壓力變化在崩塌時
側端壓力計產生負壓，顆粒流運動造成前端壓力計產生正壓，在PFC-3D數
值模擬中與實驗組比較發現整體物理流動行為是相近的，在較大的高寬比a
產生較大動能，能量損耗也較多，但數值模擬能量消散較快，導致堆積距離
較短且最大流動層厚度較小。摘要(英) Both Flume experiments and numerical simulations (PFC-3D) were employed to examine the granular collapses of ballistic mill stones under wet (submerged) and dry conditions. The flow characteristics and pore water
pressure variation during the collapse of particle piles are experimentally analyzed by flow visualization and pressure sensors. The effect of aspect ratios of the granular piles under submerged and dry conditions is also examined by measuring the dynamic pore water pressure and the flow characteristics. The variation of pore water pressure is associated with the particle collapse patterns.
Negative water pressure occurs as the region of submerged pile is in dilation (upper part), while the positive water pressure is induced at the front bottom
by particle impingement. The results of PFC-3D simulations for the dry granular flows are generally in agreement with experimental results, but with
shorter run-out distances and smaller mobilized thickness.關鍵字(中) ★ 顆粒流
★ 崩塌
★ 孔隙水壓
★ DEM
★ PFC-3D關鍵字(英) 論文目次 iv
目錄
摘要 ........................................................................................................................ i
Abstract ................................................................................................................. ii
謝誌 ...................................................................................................................... iii
目錄 ...................................................................................................................... iv
表目錄 .................................................................................................................. vi
圖目錄 ................................................................................................................. vii
第一章 緒論 ......................................................................................................... 1
1.1 前言 ......................................................................................................... 1
1.2 研究目的 ................................................................................................. 2
1.3 研究方法 ................................................................................................ 2
1.4 研究架構 ................................................................................................ 3
第二章 文獻回顧 ................................................................................................. 5
2.1 乾顆粒崩塌實驗 ..................................................................................... 5
2.2 濕顆粒崩塌實驗 ..................................................................................... 8
2.3 不同流體下之崩塌實驗 ......................................................................... 9
2.4 數值模擬崩塌 ....................................................................................... 13
第三章 實驗配置與方法 ................................................................................... 15
3.1 實驗配置 ............................................................................................... 15
3.1.1 實驗渠槽 .................................................................................... 15
3.1.2 高速攝影機 ................................................................................ 16
3.1.3 壓力計率定 ................................................................................ 16
3.2 顆粒材質介紹 ....................................................................................... 19
3.2.1 顆粒粒徑 .................................................................................... 19
3.3.2 孔隙率( η ) ................................................................................... 20
3.2.3 楊氏係數 Ε 與柏松比 ν ............................................................ 21
3.2.4 摩擦係數 μ ................................................................................. 21 3.2.5 回復係數 e ................................................................................. 22
3.3 PFC-3D(Particle Flow Code in three Dimensions) ............................. 23
3.4 分析步驟與方法 .................................................................................. 25
第四章 實驗結果與討論 ................................................................................... 27
4.1 不同含水條件下崩落歷程與變化 ....................................................... 27
4.1.1 流動層厚度 ................................................................................ 28
4.1.2 顆粒流幾何變化 ........................................................................ 30
4.1.3 堆積塊體水下崩塌壓力變化 .................................................... 33
4.1.4 速度場分佈 ................................................................................ 39
4.1.5 運動機制影響因子 ................................................................... 41
4.2 PFC-3D 數值模擬 ................................................................................ 43
4.2.1 顆粒流平均接觸力 .................................................................... 44
4.2.2 顆粒流平均不平衡力 ................................................................ 45
4.2.3 顆粒流動能 ................................................................................ 46
4.2.4 顆粒流摩擦耗能 ........................................................................ 47
4.2.5 PFC-3D 模擬與實驗 ................................................................. 48
4.2.6 流動層厚度 ................................................................................ 52
4.2.7 幾何變化 .................................................................................... 55
4.2.8 速度場分佈 ................................................................................ 59
第五章 結論與建議 ........................................................................................... 64
5.1 結論 ....................................................................................................... 64
5.2 建議 ....................................................................................................... 65
參考文獻 ............................................................................................................. 66參考文獻 [1] Thompson, E., Huppert, H.(2007) “Granular column collapses:further experimental results,, J. Fluid Mech., vol. 575, pp. 177–186.
[2] Lube, G., Herbert, E. , Huppert.H. , Stephen ,J. S., Freundt,A.(2007) “Static
and flowing regions in granular collapses down channels,, PHYSICS OF FLUIDS 19, 043301
[3] Lube, G., Herbert, E. , Huppert.H. , Stephen ,J. S., Freundt,A. (2011) “Granular column collapses down rough,inclined channels,, J. Fluid Mech., vol. 675, pp. 347–368.
[4]H.T. Chou, C.F. Lee, Y.C. Chung , S.S. Hsiau,(2012) “Discrete element modelling and experimental validation for the falling process of dry granular steps.” Powder Technology 231,122–134
[5] Lube, G., Huppert,H., R. S. J. Spark, and M.A.Hallworth,(2004) “Axisymmetric collapses of granular columns.” Journal of Fluid Mechanics, 508, 175-199
[6]Rondon, L., Pouliquen, O., Aussillous, P. (2010) “Granular collapse in a fluid: role of the initial volume fraction.” Bulletin of the American Physical Society,
63rd Annual Meeting of the APS Division of Fluid Dynamics, 55(16)
[7] Siavoshi,S., Kudrolli,A.,(2008)“Failure of a granular step,, Department of Physics, Clark University, Worcester, MA 01610, USA
[8] Courrech,S., Gondret,P., Perrin,B., Rabaud,M.,(2003) “Granular Avalanches
in Fluids,, physical review letters volume 90, number 4
[9] Topin ,V. Monerie, Y. , Perales , F., Radja¨ı, F. (2012) “Collapse dynamics and runout of dense granular materials in a fluid,, Physical Review Letters 109,188001
[10]Y.C. Chung, H.H. Liao, S.S. Hsiau,(2013) “Convection behavior of non-spherical particles in a vibrating bed: Discrete element modeling and experimental validation,, Powder Technology 237, 53–66
[11] 唐昭榮、胡植慶、羅佳明、林銘郎,(2009 年 12 月）“遽變式山崩之 PFC-3D模擬初探-以草嶺與小林村為例,, 地工技術，第 122 期，第 143-152 頁。
[12]鐘文欣，(2012)「堆積顆粒崩落歷程受坡面及底床條件影響之實驗研究」
中央大學土木工程學系碩士論文，桃園
[13]曾偉鑫，(2011)「二維堆積顆粒崩塌過程之研究」，中央大學土木工程
學系碩士論文，桃園
[14]美國工程工具箱網站 http://www.engineeringtoolbox.com/
[15]小林村崩塌空拍圖 http://klpanblog.blogspot.tw/指導教授 周憲德 審核日期 2013-7-29 推文 plurk
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