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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 土木工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/60431
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dc.contributor.advisor卡艾瑋(Hervé Capart)
dc.contributor.authorYu-Jung Suen
dc.contributor.author蘇愉榕zh_TW
dc.date.accessioned2021-06-16T10:18:00Z-
dc.date.available2013-08-20
dc.date.copyright2013-08-20
dc.date.issued2013
dc.date.submitted2013-08-17
dc.identifier.citationCart, C. L., & R. S. Anderson (2006). “Fluvial erosion of physically modeled abrasion-dominated slot canyons.” Geomorphology, 81: pp. 89-113.
Chou, C. L. (2011). “Erosion of Soft Bedrock by River and Jet Flows: Small-Scale Experiment, and Field Exploration.” MSc Thesis, National Taiwan University.
Chang, S., C. Elkins, J. K. Eaton, & S. Monismith (2013). “Local mass transfer measurements for corals and other complex geometries using gypsum dissolution.” Experiments in Fluids 54: art. no. 1563
Hung, C. Y. (2011). “Relation between Debris Flow Rheology and Fan Deposit Morphology Investigated Using Small-scale Experiments” MSc Thesis, National Taiwan University.
Hung, C. Y. (2013). “Debris flow erosion in rotating drum with centrifuge experimental design” Research Proposal, National Taiwan University.
Hsu, L., W. E. Dietrich, & L. S. Sklar (2008). “Experimental study of bedrock erosion by granular flows.” Journal of Geophysical Research: Earth Surface, 113: art. no. F02001.
McCoy, S. W., G. E. Tucker, J. W. Kean, & J. A. Coe (2013). “Field measurement of basal forces generated by erosive debris flows.” Journal of Geophysical Research: Earth Surface, 118: pp. 589-602.
Ni, W.-J., & H.Capart (2006). “Groundwater drainage and recharge by networks of irregular channels.” Journal of Geophysical Research: Earth Surface, 111: art. no. F02014.
Schneider, D., R. Kaitna, W.E. Dietrich, L. Hsu, C. Huggel, & B. W. McArdell (2011). “Frictional behavior of granular gravel-ice mixtures in vertically rotating drum experiments and implications for rock-ice avalanches.” Cold Regions Science and Technology, 69: pp. 70-90.
Jähne, B. (1995). “Digital Image Processing.” Berlin: Springer-Verlag.
Aleixo, R., S. Soares-Frazão, & Y. Zech (2011). “Velocity-field measurements in a dam-break flow using a PTV Voronoï imaging technique.” Experiments in Fluids, 50: pp. 1633-1649.
Capart, H., D. L. ,Young, & Y. Zech (2002). “Voronoï Imaging Methods for the Measurement of Granular Flows.” Experiments in Fluids, 32: pp. 121-135.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/60431-
dc.description.abstract這個實驗的目標是研究土石流造成軟弱岩盤峽谷的沖刷。實驗的方法是簡化模型再利用轉輪模擬重複不斷的土石流事件。而岩盤模型的材料是選用石膏粉、石英砂及水的混和。製模是結合河床及河岸的形狀並將環狀模型分成小塊製作。而模型的強度決定於水與石膏粉的比例且配合圓柱式體抗壓強度測試。選擇的顆粒為常被用以模擬土石流的細磨石而部分實驗是含水顆粒流,部分是乾顆粒流。而記錄隨固定間隔時間,逐步磨蝕的模型在滾輪直徑方向的長度所採用的量測方法為雷射掃描搭配影像分析技術。模型自原始的矩形河槽經由定時的顆粒流侵蝕漸漸演化成類似倒著看典型鑰匙孔的形狀,正好可比擬現地的峽谷。模型的河床出現了波浪狀正如現地岩層與岩層交接處。而實驗的成果說明飽和顆粒流可造成模型強度降低,另外模型配比強度及轉輪的轉速也是造成沖刷量明顯增加的原因。zh_TW
dc.description.abstractThe aim of this thesis is to investigate soft bedrock canyon erosion by debris flows. The approach adopted is to set-up simplified experiments in a rotating drum. Soft bedrock is modeled by mixtures of sand and gypsum, formed into blocks with erodible wall and bottom. Different strengths are obtained by varying the water to gypsum ratio, and characterized by cylinder compression tests. Small mill stones are used to model the debris flow grains, with and without water. The gradual erosion of a preformed channel along the perimeter of the drum is then monitored by laser scanning at regular time intervals. Starting from a rectangular shape, debris flow abrasion leads to the gradual development of an inverted key hole shape, similar to the shape of bedrock canyons observed in the field. Wavy canyon surfaces are observed, which appear linked to the locations of vertical joints between gypsum blocks. It is found that saturation with water reduces the strength of the canyon material, and leads to significantly increased rates of erosion. The erosion rate also increases for mixes of reduced strength, and for faster drum rotation rates.en
dc.description.provenanceMade available in DSpace on 2021-06-16T10:18:00Z (GMT). No. of bitstreams: 1
ntu-102-R00521308-1.pdf: 11703266 bytes, checksum: 7b42daa80d7e595b1b6d94ea16f0a644 (MD5)
Previous issue date: 2013
en
dc.description.tableofcontents口試委員會審定書 i
誌謝 ii
中文摘要 iv
ABSTRACT v
CONTENTS vi
LIST OF FIGURES viii
LIST OF TABLES xiii
Chapter 1 Introduction 1
Chapter 2 Experimental Set-up and Procedure 7
2.1 Equipment used in experiment 9
2.2 Material chosen and channel model design 13
2.2.1 Channel model design 13
2.2.2 Material and strength test 16
2.3 Procedure 22
Chapter 3 Method of experimental measurements 29
3.1 Velocity Analysis 31
3.1.1 Particle tracking 32
3.1.2 Calibration 32
3.2 Topography Image Processing 37
3.2.1 Topography scanning of the channel model 37
3.2.2 Form of the particle flow 41
Chapter 4 Experimental results and analysis 43
4.1 Result of strength test 45
4.2 Topography of channel model 50
4.2.1 Shading DTM 51
4.2.2 Long profile 65
4.2.3 Cross-section profile 67
4.3 Erosion Volume 81
Chapter 5 Conclusion 85
Reference 90
個人簡歷 93
dc.language.isoen
dc.subject雷射掃描zh_TW
dc.subject岩盤zh_TW
dc.subject峽谷zh_TW
dc.subject侵蝕zh_TW
dc.subject石膏類比模型zh_TW
dc.subject土石流zh_TW
dc.subject滾輪實驗zh_TW
dc.subject沖蝕率與強度關係zh_TW
dc.subjectrelation between erodibility and strength.en
dc.subjectgypsum analogue modelen
dc.subjectbedrock canyon erosionen
dc.subjectdebris flowen
dc.subjectlaser scanen
dc.subjectrotating drumen
dc.title以滾筒實驗模擬土石流侵蝕軟弱岩盤峽谷之現象zh_TW
dc.titleErosion of soft bedrock canyons by debris flows modeled in rotating drum experimentsen
dc.typeThesis
dc.date.schoolyear101-2
dc.description.degree碩士
dc.contributor.oralexamcommittee周憲德,吳富春,賴悅仁
dc.subject.keyword岩盤,峽谷,侵蝕,石膏類比模型,土石流,滾輪實驗,雷射掃描,沖蝕率與強度關係,zh_TW
dc.subject.keywordbedrock canyon erosion,gypsum analogue model,debris flow,rotating drum,laser scan,relation between erodibility and strength.,en
dc.relation.page93
dc.rights.note有償授權
dc.date.accepted2013-08-17
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept土木工程學研究所zh_TW
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