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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 郭安妮 | zh_TW |
| dc.contributor.advisor | Annie On-Lei Kwok | en |
| dc.contributor.author | 謝元舜 | zh_TW |
| dc.contributor.author | Yuan-Shan Hsieh | en |
| dc.date.accessioned | 2024-08-16T17:16:50Z | - |
| dc.date.available | 2024-08-17 | - |
| dc.date.copyright | 2024-08-16 | - |
| dc.date.issued | 2024 | - |
| dc.date.submitted | 2024-08-12 | - |
| dc.identifier.citation | [1] Bayraktar, D., Ahmad, J., Larsen, B. E., Carstensen, S., & Fuhrman, D. R. (2016). Experimental and numerical study of wave-induced backfilling beneath submarine pipelines. Coastal Engineering, 118, 63–75.
[2] Çevik, E., & Yüksel, Y. (1999). Scour under submarine pipelines in waves in shoaling conditions. Journal of Waterway, Port, Coastal, and Ocean Engineering, 125(1), 9–19. [3] Dogan, M., & Arisoy, Y. (2015). Scour regime effects on the time scale of wave scour below submerged pipes. Ocean Engineering, 104, 673–679. [4] Etemad-Shahidi, A., Yasa, R., & Kazeminezhad, M. H. (2011). Prediction of wave-induced scour depth under submarine pipelines using machine learning approach. Applied Ocean Research, 33(1), 54–59. [5] Jeng, D.-S., & Cheng, L. (2000). Wave-induced seabed instability around a buried pipeline in a poro-elastic seabed. Ocean Engineering, 27(2), 127–146. [6] Kim, S., Lee, H.-J., & Yeon, J.-H. (2011). Characteristics of parameters for local scour depth around submarine pipelines in waves. Marine Georesources & Geotechnology, 29(2), 162–176. [7] Liang, W., Lou, M., Fan, C., Zhao, D., & Li, X. (2023). Coupling effect of vortex-induced vibration and local scour of double tandem pipelines in steady current. Ocean Engineering, 286, 115495. [8] Li, B., & Ma, H. (2022). Scouring mechanism of suspended and partially-buried pipelines under Steady Flow. Coastal Engineering, 177, 104201. [9] Lin, J., Jeng, D.-S., Zhao, H., Gao, Y., Liu, J., & Guo, Y. (2023). Recent advances of seabed liquefaction around the vicinity of marine structures. Ocean Engineering, 280, 114660. [10] Luhmann, T. (2010). Close range photogrammetry for Industrial Applications. ISPRS Journal of Photogrammetry and Remote Sensing, 65(6), 558–569. [11] Ma, H., Li, B., & Zhang, S. (2024). Scour mechanism around a pipeline under different current-wave conditions using the CFD-dem coupling model. Computers and Geotechnics, 170, 106304. [12] Mattioli, M., Mancinelli, A., & Brocchini, M. (2013). Experimental investigation of the wave-induced flow around a surface-touching cylinder. Journal of Fluids and Structures, 37, 62–87. [13] Marini, F., Postacchini, M., Pizzigalli, C., Badalini, M., Corvaro, S., & Brocchini, M. (2023). On the onset of pipeline scouring: Reconciling waves and currents forcing. SSRN Electronic Journal. [14] Mohr, H., Draper, S., Cheng, L., & White, D. J. (2016). Predicting the rate of scour beneath subsea pipelines in marine sediments under steady flow conditions. Coastal Engineering, 110, 111–126. [15] Mousavi, M. E., Bakhtiary, A. Y., & Enshaei, N. (2009). The equivalent depth of wave-induced scour around offshore pipelines. Journal of Offshore Mechanics and Arctic Engineering, 131(2). [16] Mousavi, M. E., Yeganeh Bakhtiary, A., & Enshaei, N. (2006). The equivalent depth of wave-induced scour around offshore pipelines. Volume 1: Offshore Technology; Offshore Wind Energy; Ocean Research Technology; LNG Specialty Symposium. [17] Nielsen, P. (1981). Dynamics and geometry of wave‐generated ripples. Journal of Geophysical Research: Oceans, 86(C7), 6467–6472. [18] Pu, Q., Li, K., Gao, F., (2001). Scour of the seabed under a pipeline in oscillating flow. China Ocean Eng. 15 (1), 129–138. [19] Qi, W.-G., Li, C.-F., Jeng, D.-S., Gao, F.-P., & Liang, Z. (2019). Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models. Coastal Engineering, 147, 89–98. [20] Rieke-Zapp, D., Tecklenburg, W., Peipe, J., Hastedt, H., & Haig, C. (2009). Evaluation of the geometric stability and the accuracy potential of digital cameras — comparing mechanical stabilisation versus parameterisation. ISPRS Journal of Photogrammetry and Remote Sensing, 64(3), 248–258. [21] Soulsby, R. L., Whitehouse, R. J. S., & Marten, K. V. (2012). Prediction of time-evolving sand ripples in shelf seas. Continental Shelf Research, 38, 47–62. [22] Soulsby, Richard L., & Whitehouse, R. J. (2005). Prediction of ripple properties in shelf seas. mark 2 predictor for Time Evolution. Defense Technical Information Center. [23] Sumer, B. M., & Kirca, V. S. (2022). Scour and liquefaction issues for anchors and other subsea structures in floating offshore wind farms: A Review. Water Science and Engineering, 15(1), 3–14. [24] Sumer, B Mutlu, & Fredsøe, J. (2002). The mechanics of Scour in the marine environment. Advanced Series on Ocean Engineering. [25] Sumer, B. M., Truelsen, C., Sichmann, T., & Fredsøe, J. (2001). Onset of scour below pipelines and self-burial. Coastal Engineering, 42(4), 313–335. [26] Sumer, B. M., & Fredsøe, J. (1991). Scour below pipelines in waves. Journal of Waterway, Port, Coastal, and Ocean Engineering, 116(3), 307–323. [27] Sharafati, A., Yasa, R., & Azamathulla, H. M. (2018). Assessment of stochastic approaches in prediction of wave-induced pipeline scour depth. Journal of Pipeline Systems Engineering and Practice, 9(4). [28] Teh, T. C., Palmer, A. C., & Damgaard, J. S. (2003). Experimental study of marine pipelines on unstable and liquefied seabed. Coastal Engineering, 50(1–2), 1–17. [29] Vittori, G., & Blondeaux, P. (2024). On the prediction of the characteristics of sand ripples at the bottom of sea waves. Earth-Science Reviews, 252, 104753. [30] Zang, Z., Tang, G., Chen, Y., Cheng, L., & Zhang, J. (2019). Predictions of the equilibrium depth and time scale of local scour below a partially buried pipeline under oblique currents and waves. Coastal Engineering, 150, 94–107. [31] Zang, Z., Cheng, L., Zhao, M., Liang, D., & Teng, B. (2009). A numerical model for onset of scour below offshore pipelines. Coastal Engineering, 56(4), 458–466. [32] Zhai, Y., Zhang, J., Guo, Y., Tang, Z., & Zhang, T. (2022). Study of wave-induced seabed response around twin pipelines in sandy seabed through laboratory experiments and numerical simulations. Ocean Engineering, 244, 110344. [33] Zhang, Y., Wu, J., Zhang, S., Li, G., Jeng, D.-S., Xu, J., Tian, Z., & Xu, X. (2022). An optimal statistical regression model for predicting wave-induced equilibrium scour depth in sandy and silty seabeds beneath pipelines. Ocean Engineering, 258, 111709. [34] Zhang, Q., Draper, S., Cheng, L., & An, H. (2016). Effect of limited sediment supply on sedimentation and the onset of tunnel scour below subsea pipelines. Coastal Engineering, 116, 103–117. [35] 陳莉妏 (2010),重力水波下之粒子運動軌跡及質量傳輸之研究,碩士論文,國立台灣大學。 | - |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/94644 | - |
| dc.description.abstract | 台灣是一個海島國家,由於陸地的空間資源有限,因此海洋空間的利用與發展尤為重要,近年來隨著海上風力發電的發展,海底電纜在沿海和近海工程中的重要性而受到廣泛的研究。當海底電纜暴露於直接水流作用時,電纜周圍會產生沖刷,這導致電纜的自由跨度懸空,增加應力和結構疲勞,因此研究海底電纜的沖刷行為有著其重要的意義。
對於電纜沖刷涉及波-海床-管線互制行為,我們試圖透過水槽實驗僅透過波浪來研究此類行為,實驗中我們利用不同的波浪角度,水深及埋深來對電纜進行沖刷,將實驗中產生的沖刷坑和沙丘紋利用石膏固定形狀,並利用Agisoft metashape standard進行近景攝影建立點雲,且使用cloud compare分析造成沖刷坑的深度及形狀。試圖去了解波浪角度對沖刷造成的影響。 | zh_TW |
| dc.description.abstract | Taiwan is an island country with limited land resources, hence it is crucial to develop and utilize the surrounding maritime space. In recent years, with the on-going construction of offshore wind power generation, the performance of submarine cables is of great concern. When submarine cables are exposed to ocean waves and currents, scouring may occur around the cables, which may lead to dangling, increase in stress and structural fatigue of the cables. Therefore, studying the scouring behavior of submarine cables holds significant importance.
In this research, a series of flume experiments were performed to study the interaction between seabed sediment, pipe and wave action. In the tests, influence of the orientation of the pipe relative to the direction of the wave, water depth and burial depth of the pipe on scouring was examined. After the wave actions ceased, gypsum power was poured onto the surface of the sediment to stabilize the size and shape of the scour holes. As the gypsum solidified, close-range photogrammetry modeling was performed on the gypsum model to obtain 3D digital models and analyze the geometry of the scouring. | en |
| dc.description.provenance | Submitted by admin ntu (admin@lib.ntu.edu.tw) on 2024-08-16T17:16:50Z No. of bitstreams: 0 | en |
| dc.description.provenance | Made available in DSpace on 2024-08-16T17:16:50Z (GMT). No. of bitstreams: 0 | en |
| dc.description.tableofcontents | 摘要 III
Abstract IV List of Figures VIII List of Tables XII Chapter 1 Introduction 1 1.1 Motivation 1 1.2 Objectives of this Study 1 1.3 Organization of this Thesis 3 Chapter 2 Literature Review 4 2.1 Mechanism of Scour 4 2.1.1 Seepage flow underneath the cable 4 2.1.2 Criterion of Scour 5 2.2 Theoretical Study of Scour 8 2.2.1 Self-burial of Cable 8 2.2.2 Effect of Pipeline Angle 12 2.3 Experimental Study on Scouring 15 2.4 Numerical Simulation 21 2.5 Wave Ripple 25 Chapter 3 Experimental Study 28 3.1 Experimental Set-up 29 3.2 Experimental Steps 33 3.3 Experimental Condition 33 3.3.1 Wave Condition 34 3.3.2 Soil Condition 35 3.4 Calculation 41 3.5 Close-range Photogrammetry 42 Chapter 4 Results and Discussions 48 4.1 Criterion of Scour 55 4.2 Analysis between d90 h50 e2.5-test and d90 h50 e2.5 58 4.3 Scour Depth 60 4.4 Sand Ripple Height and Wavelength 62 4.5 Impact of pipelines on sand ripple 65 Chapter 5 Conclusions and Recommendations 79 5.1 Conclusions 79 5.2 Recommendations for Future Research 80 Reference 81 | - |
| dc.language.iso | en | - |
| dc.subject | 沖刷 | zh_TW |
| dc.subject | 電纜 | zh_TW |
| dc.subject | 沙波紋 | zh_TW |
| dc.subject | 波浪方向 | zh_TW |
| dc.subject | 水槽試驗 | zh_TW |
| dc.subject | flume test | en |
| dc.subject | wave direction | en |
| dc.subject | sand ripple | en |
| dc.subject | scour | en |
| dc.subject | cable | en |
| dc.title | 海底電纜沖刷的物理模型 | zh_TW |
| dc.title | Physical modeling of Scouring of Submarine Cables | en |
| dc.type | Thesis | - |
| dc.date.schoolyear | 112-2 | - |
| dc.description.degree | 碩士 | - |
| dc.contributor.oralexamcommittee | 關百宸;陳家漢 | zh_TW |
| dc.contributor.oralexamcommittee | Pai-Chen Guan;Chia-Ham Chen | en |
| dc.subject.keyword | 電纜,沖刷,水槽試驗,波浪方向,沙波紋, | zh_TW |
| dc.subject.keyword | cable,scour,flume test,wave direction,sand ripple, | en |
| dc.relation.page | 86 | - |
| dc.identifier.doi | 10.6342/NTU202404035 | - |
| dc.rights.note | 同意授權(全球公開) | - |
| dc.date.accepted | 2024-08-13 | - |
| dc.contributor.author-college | 工學院 | - |
| dc.contributor.author-dept | 土木工程學系 | - |
| 顯示於系所單位: | 土木工程學系 | |
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