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http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/99250完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 卡艾瑋 | zh_TW |
| dc.contributor.advisor | Hervé Capart | en |
| dc.contributor.author | 張恩嘉 | zh_TW |
| dc.contributor.author | En-Chia Chang | en |
| dc.date.accessioned | 2025-08-21T16:59:05Z | - |
| dc.date.available | 2025-08-22 | - |
| dc.date.copyright | 2025-08-21 | - |
| dc.date.issued | 2025 | - |
| dc.date.submitted | 2025-08-07 | - |
| dc.identifier.citation | Byte2Bot (2025). Setting up and troubleshooting the pi parallel hat.
Börzsönyi, T., Halsey, T. C., and Ecke, R. E. (2008). Avalanche dynamics on a rough inclined plane. Physical Review E, 78(1):011306. Chou, T.-Y. (2021). Synchronized measurements of active landslide area and mass flow rate in steep sandbox experiments. Master’s thesis, Graduate Institute of Civil Engineering, National Taiwan University. Fischer, R., Gondret, P., and Rabaud, M. (2009). Transition by intermittency in granular matter: from discontinuous avalanches to continuous flow. Physical Review Letters, 103(12):128002. Hasbargen, L. E. and Paola, C. (2000). Landscape instability in an experimental drainage basin. Geology, 28:1067–1070. Hung, J.-J. (2020). Intermittent Avalanching of Dry Sand in Loose Boundary Channels. Master’s thesis, Graduate Institute of Civil Engineering, National Taiwan University. Hung, Y.-F. (2023). Experimental dynamics of suddenly and gradually triggered granular avalanches. Master’s thesis, Graduate Institute of Civil Engineering, National Taiwan University. Ko, T.-Y. (2022). Bedrock-limited constant slope incision: experiment, eikonal model and application to landslide and fan deposits. Master’s thesis, Graduate Institute of Civil Engineering, National Taiwan University. Lai, S. Y. J., Gerber, T. P., and Amblas, D. (2016). An experimental approach to submarine canyon evolution. Geophysical Research Letters, 43:2741–2747. Li, F.-Y. and Hsieh, M.-L. (2024). The dominance of landslide on landscape evolution, examples from the active taiwan orogen. SSRN Preprint. Liang, M.-C. (2022). Intermittent sand avalanching in a rotating drum: Experiment, theory and application to landslides. Master’s thesis, Graduate Institute of Civil Engineering, National Taiwan University. Roering, J., Kirchner, J. W., Sklar, L. S., and Dietrich, W. E. (2001). Hillslope evolution by nonlinear creep and landsliding: An experimental study. Geology, 29(2):143–146. | - |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/99250 | - |
| dc.description.abstract | 坡度逐漸變陡會引發間歇性的乾砂崩塌,類似於自然環境中的山崩現象。同樣地,河道逐漸下切也會導致周期性的邊坡不穩定。為了探討此過程對集水區地形與坡面動態的影響,我們進行理想化的乾砂箱實驗,以深入了解山區滑坡模式和動力學。
實驗裝置是一個填滿乾砂的砂箱,並結合了受 3D 列印噴嘴啟發的抽吸機構組成,透過吸塵器產生負壓吸力移除砂粒。本研究透過吸嘴依循預設路徑移動的方式,模擬河道下切,並觸發鄰近坡面的崩塌。 為了驗證吸砂系統的可行性,我們首先讓吸嘴垂直下降以形成擴大的錐形凹坑,測試吸力機制的基本功能。接著,透過吸嘴沿著曲線以恆定速度移動模擬河道下切過程,並以電腦控制其路徑以確保精準度。實驗中使用電子磅秤量測質量流率,並配置兩台相機同步記錄砂箱內部變化。透過影像分析,追蹤每次崩塌發生時表面移動的區域,並將崩塌面積與質量流率的變化加以比對與同步分析。 實驗結果呈現了坡面在河道下切作用下的演化機制,並顯示了坡面所產生的山脊線、崩塌事件與坡度變化。 | zh_TW |
| dc.description.abstract | Progressive slope steepening can trigger episodic dry sand avalanches, resembling landslides in natural environments. Similarly, gradual river incision induces periodic slope instability. To investigate its impact on catchment topography and slope dynamics, we conduct idealized dry sandbox experiments, offering insights into landslide patterns and dynamics in mountainous regions.
The setup consists of a box filled with dry sand and a suction mechanism inspired by 3D printing nozzles, using a vacuum cleaner to remove sand with negative suction pressure. The experiments simulate river incision and trigger avalanches on adjacent slopes by applying suction through a nozzle that follows prescribed paths. To validate the system, we first use a vertically descending suction nozzle to create an expanding conical pit, testing the suction mechanism. Next, we simulate river incision by moving the nozzle at constant speed along a curved path. The path is computer-controlled for precision. We monitor the evolution of the avalanches with an electronic scale for mass flux and two cameras to capture the sandbox. Image analysis tracks areas of surface motion during the sequence of landslides. Finally, we synchronize and compare the landslide area and mass flux measurements. The results, including the formation of ridges, avalanches, and slope adjustments, provide valuable insights into the behavior of slopes under conditions of gradual river incision. | en |
| dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2025-08-21T16:59:05Z No. of bitstreams: 0 | en |
| dc.description.provenance | Made available in DSpace on 2025-08-21T16:59:05Z (GMT). No. of bitstreams: 0 | en |
| dc.description.tableofcontents | Acknowledgements i
摘要iii Abstract v Contents vii List of Figures xi List of Tables xxxi Chapter 1 Introduction 1 Chapter 2 Experimental setup and procedure 9 2.1 Experimental equipment . . . . . . . . . . . . . . . . . . . . . . . . 9 2.1.1 Sandbox system . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 2.1.2 Suction system . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 2.1.3 Imaging system . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 2.2 Pit experiments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 2.2.1 Experimental setup . . . . . . . . . . . . . . . . . . . . . . . . . . 29 2.2.2 Machine design and control . . . . . . . . . . . . . . . . . . . . . . 31 2.2.3 Machine test . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31 2.2.4 Experimental procedure . . . . . . . . . . . . . . . . . . . . . . . . 34 2.3 Watershed experiments . . . . . . . . . . . . . . . . . . . . . . . . . 36 2.3.1 Experimental setup . . . . . . . . . . . . . . . . . . . . . . . . . . 36 2.3.2 Machine design and control . . . . . . . . . . . . . . . . . . . . . . 38 2.3.3 Stepper motor configuration and axis scale setting . . . . . . . . . . 46 2.3.4 Machine test . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 2.3.5 Experimental procedure . . . . . . . . . . . . . . . . . . . . . . . . 53 Chapter 3 Measurement Methods 57 3.1 Mass flux measurements . . . . . . . . . . . . . . . . . . . . . . . . 58 3.2 Topography measurements . . . . . . . . . . . . . . . . . . . . . . . 62 3.2.1 Camera calibration . . . . . . . . . . . . . . . . . . . . . . . . . . 62 3.2.2 Pose calibration . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64 3.2.3 Stereo reconstruction . . . . . . . . . . . . . . . . . . . . . . . . . 68 3.3 Landslide area measurements . . . . . . . . . . . . . . . . . . . . . 69 3.3.1 Image calibration . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 3.3.2 Particle capture . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73 Chapter 4 Pit experiment results and analysis 81 4.1 Time evolution of the pit experiment . . . . . . . . . . . . . . . . . . 81 4.2 DTM of expanding conical pit . . . . . . . . . . . . . . . . . . . . . 84 4.3 Dynamic angle of repose . . . . . . . . . . . . . . . . . . . . . . . . 84 4.4 Half watershed simulation . . . . . . . . . . . . . . . . . . . . . . . 85 Chapter 5 Watershed experiment results and analysis 93 5.1 Z-axis experiment . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 5.1.1 Threshold of landslide . . . . . . . . . . . . . . . . . . . . . . . . . 94 5.1.2 Experiment results . . . . . . . . . . . . . . . . . . . . . . . . . . 97 5.2 XZ-plane experiment . . . . . . . . . . . . . . . . . . . . . . . . . . 100 5.2.1 Experiment results . . . . . . . . . . . . . . . . . . . . . . . . . . 102 5.3 YZ-plane experiment . . . . . . . . . . . . . . . . . . . . . . . . . . 104 5.3.1 Dividing line . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105 5.3.2 Threshold of landslide . . . . . . . . . . . . . . . . . . . . . . . . . 106 5.3.3 Experimental Results for Velocities of 0.5, 1, and 2 mm/s . . . . . . 111 5.4 Reverse yz-plane experiment . . . . . . . . . . . . . . . . . . . . . . 183 5.5 Comparison and discussion . . . . . . . . . . . . . . . . . . . . . . . 206 5.5.1 Watershed evolution . . . . . . . . . . . . . . . . . . . . . . . . . . 207 5.5.2 Deep-seated landslide . . . . . . . . . . . . . . . . . . . . . . . . . 211 5.5.3 Peak . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 213 5.5.4 Comparison among yz-plane cases with three different velocities . . 214 5.5.5 Comparison between opposite directions at the same path velocity of 1 mm/s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 223 5.5.6 Comparison among all cases . . . . . . . . . . . . . . . . . . . . . 229 Chapter 6 Conclusion and future work 237 6.1 Conclusion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 237 6.2 Future work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 241 References 243 | - |
| dc.language.iso | en | - |
| dc.subject | 河道下切 | zh_TW |
| dc.subject | 乾砂箱實驗 | zh_TW |
| dc.subject | 崩塌 | zh_TW |
| dc.subject | 間歇性崩塌 | zh_TW |
| dc.subject | dry sandbox experiment | en |
| dc.subject | landslide | en |
| dc.subject | river incision | en |
| dc.subject | intermittent landslide | en |
| dc.title | 以乾砂箱並利用電腦控制吸嘴移動系統進行河道逐步下切對邊坡反應之類比模擬 | zh_TW |
| dc.title | Analogue modeling of slope response to gradual river incision using dry sandbox experiments traversed by a computer-controlled suction nozzle | en |
| dc.type | Thesis | - |
| dc.date.schoolyear | 113-2 | - |
| dc.description.degree | 碩士 | - |
| dc.contributor.oralexamcommittee | 陳慈愔;洪啟耀;Leonard Sklar | zh_TW |
| dc.contributor.oralexamcommittee | Tzu-Yin Chen;Chi-Yao Hung;Leonard Sklar | en |
| dc.subject.keyword | 河道下切,乾砂箱實驗,崩塌,間歇性崩塌, | zh_TW |
| dc.subject.keyword | river incision,dry sandbox experiment,landslide,intermittent landslide, | en |
| dc.relation.page | 244 | - |
| dc.identifier.doi | 10.6342/NTU202503603 | - |
| dc.rights.note | 同意授權(全球公開) | - |
| dc.date.accepted | 2025-08-11 | - |
| dc.contributor.author-college | 工學院 | - |
| dc.contributor.author-dept | 土木工程學系 | - |
| dc.date.embargo-lift | 2025-08-22 | - |
| 顯示於系所單位: | 土木工程學系 | |
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