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  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 應用力學研究所
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/80338
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor陳發林 (Falin Chen)
dc.contributor.authorChen-Yu Wuen
dc.contributor.author吳鎮宇zh_TW
dc.date.accessioned2022-11-24T03:04:43Z-
dc.date.available2021-07-08
dc.date.available2022-11-24T03:04:43Z-
dc.date.copyright2021-07-08
dc.date.issued2021
dc.date.submitted2021-06-22
dc.identifier.citation[1] F. Chen, The Kuroshio Power Plant, Springer, 2013. [2] J. VanZwieten, F. R. Driscoll, A. Leonessa, and G. Deane, “Design of a prototype ocean current turbine—Part I: mathematical modeling and dynamics simulation,” Ocean Engineering, vol. 33, no. 11-12, pp. 1485–1521, 2006. [3] F. R. Driscoll, G. M. Alsenas, P. P. Beaujean, S. Ravenna, J. Raveling, E. Busold, and C. Slezycki, “A 20 KW open ocean current test turbine,” OCEANS 2008, 2008. [4] C. W. Finkl and R. Charlier, “Electrical power generation from ocean currents in the Straits of Florida: Some environmental considerations,” Renewable and Sustainable Energy Reviews, vol. 13, no. 9, pp. 2597–2604, 2009. [5] https://www.theguardian.com/environment/2009/jan/05/tidal-wave-power [6] A. R. Cribbs and J. H. VanZwieten, “Global numeric analysis of a moored ocean current turbine testing platform,” OCEANS 2010 MTS/IEEE SEATTLE, 2010. [7] J. H. VanZwieten, W. E. Laing, and C. R. Slezycki, “Efficiency assessment of an experimental ocean current turbine generator,” OCEANS'11 MTS/IEEE KONA, 2011. [8] D. P. Coiro, G. Troise, F. Scherillo, A. De Marco, and U. Maisto, “Experimental tests of GEM- Ocean's kite, an innovative patented submerged system for marine current energy production,” 2011 International Conference on Clean Electrical Power (ICCEP), 2011. [9] J. H. VanZwieten, N. Vanrietvelde, and B. L. Hacker, “Numerical Simulation of an Experimental Ocean Current Turbine,” IEEE Journal of Oceanic Engineering, vol. 38, no. 1, pp. 131–143, 2013. [10] J. H. VanZwieten, M. T. Young, and K. D. von Ellenrieder, “Design and analysis of an ocean current turbine performance assessment system,” 2012 Oceans, 2012. [11] https://www.theguardian.com/environment/2011/mar/17/10megawatt-tidal-power-station-approved-hebrides [12] K. Takagi, T. Waseda, S. Nagaya, Y. Niizeki, and Y. Oda, “Development of a floating current turbine,” 2012 Oceans, 2012. [13] K. Kubo, K. Nakamura, T. Ueno, Y. Kabata, and S. Nagaya, “Development of blade for floating type current turbine system,” 2014 Oceans - St. John's, 2014. [14] http://www.greencareer.net.au/archived-news/tidal-power-rolls-in-to-wa [15] K. Shirasawa, K. Tokunaga, H. Iwashita, and T. Shintake, “Experimental verification of a floating ocean-current turbine with a single rotor for use in Kuroshio currents,” Renewable Energy, vol. 91, pp. 189–195, 2016. [16] http://vneec.gov.vn/tin-tuc/international-news/t24558/new-research-posits-ocean-currents-as-reliable-source-of-clean-energy.html [17] J. H. VanZwieten, P. Pyakurel, T. Ngo, C. Sultan, and N. I. Xiros, “An assessment of using variable blade pitch for moored ocean current turbine flight control,” International Journal of Marine Energy, vol. 13, pp. 16–26, 2016. [18] T. D. Ngo, C. Sultan, J. H. VanZwieten, and N. I. Xiros, “Model predictive control for moored ocean current turbines,” 2017 American Control Conference (ACC), 2017. [19] I. Cardei and D. Pardonner, “Cascading Failure Analysis for Ocean Energy Turbine Generator Arrays,” 2019 IEEE International Systems Conference (SysCon), 2019. [20] B. Guo, D. Wang, J. Zhou, W. Shi, and X. Zhou, “Performance evaluation of a submerged tidal energy device with a single mooring line,” Ocean Engineering, vol. 196, p. 106791, 2020. [21] T. D. Ngo, C. Sultan, J. H. VanZwieten, and N. I. Xiros, “Constrained Control of Moored Ocean Current Turbines With Cyclic Blade Pitch Variations,” IEEE Journal of Oceanic Engineering, vol. 46, no. 2, pp. 594–610, 2021. [22] L.-Y. Chang, F. Chen, and K.-T. Tseng, “Dynamics of a Marine Turbine for Deep Ocean Currents,” Journal of Marine Science and Engineering, vol. 4, no. 3, p. 59, 2016. [23] B. van Dijk, “Design of suction foundations,” Journal of Zhejiang University-SCIENCE A, vol. 19, no. 8, pp. 579–599, 2018. [24] https://www.dsm.com/ [25] https://www.resinextrad.com/en/products/ [26] Y.-S. Kim and Y.-S. Jang, “Analysis of Load Capacity and Deformation Behavior of Suction Pile Installed in Sand,” Journal of the Korean Geotechnical Society, vol. 27, no. 11, pp. 27–37, 2011. [27] Y.-S. Jang and Y.-S. Kim, “Centrifugal model behavior of laterally loaded suction pile in sand,” KSCE Journal of Civil Engineering, vol. 17, no. 5, pp. 980–988, 2013. [28] S. Bang, K. D. Jones, K. O. Kim, Y. S. Kim, and Y. Cho, “Inclined loading capacity of suction piles in sand,” Ocean Engineering, vol. 38, no. 7, pp. 915–924, 2011. [29] Y. Gao, Y. Qiu, B. Li, D. Li, C. Sha, and X. Zheng, “Experimental studies on the anti-uplift behavior of the suction caissons in sand,” Applied Ocean Research, vol. 43, pp. 37–45, 2013. [30] “Frontiers in Offshore Geotechnics,” 2005. [31] Y. Bai and Q. Bai, “Subsea Surveying, Positioning, and Foundation,” Subsea Engineering Handbook, pp. 81–121, 2019. [32] M. H. Kim, “Development of mooring-anchor program in public domain for coupling with floater program for FOWTs (Floating Offshore Wind Turbines),” 2014. [33] Z. Jin, “Numerical investigation of caisson foundations in sand under combined monotonic loadings for offshore wind turbines,” thesis, 2019. [34] R. D. Raines, O. G. Ugaz, and J. Garnier, “Centrifuge modelling of suction piles in clay ,” in Frontiers in Offshore Geotechnics: Proceedings of the International Symposium on Frontiers in Offshore Geotechnics (IS-FOG 2005), CRC Press, pp. 303–308. [35] T. I. Tjelta, T. R. Guttormsen, and J. Hermstad, “Large-Scale Penetration Test At A Deepwater Site,” Offshore Technology Conference, 1986. [36] T. I. Tjelta, “The suction foundation technology,” in Frontiers in Offshore Geotechnics III – Meyer (Ed.), London: Taylor Francis Group, 2015, pp. 85–93. [37] L. Chen, D. Li, and Z. Yukun, “Review of up lift capacity and pull out mechanism of suction caissons for offshore foundation,” Journal of Engineering Geology, pp. 636–649, 2020. [38] A. D. Chaudhari, “FINITE ELEMENT ANALYSIS FOR PULL-OUT CAPACITY OF SIMPLE AND FINNED SUCTION PILE,” in Advances in Concrete Structure and Geotechnical Engineering, R. Deshmukh, Ed. Bloomsbury Publishing India Pvt. Ltd, pp. 633–638. [39] X. B. Lu and L. L, “Experimental study on the bearing capacity of bucket foundation in saturated sand,” in Geotechnical Engineering Technique, B. T. Jiao, Ed. 2006, pp. 170–172. [40] S. H. Na, I. Jang, M. Oh, and O. Kwon, “Pullout Behavior of Multiple Suction Pile Anchors with Various Sections Using Numerical Analysis,” Advances in Soil Dynamics and Foundation Engineering, 2014. [41] S. Kim, Y. W. Choo, J.-H. Kim, D.-S. Kim, and O. Kwon, “Pullout resistance of group suction anchors in parallel array installed in silty sand subjected to horizontal loading – Centrifuge and numerical modeling,” Ocean Engineering, vol. 107, pp. 85–96, 2015. [42] S. W. Thakare, A. H. Chavan, and A. I. Dhatrak, “Performance of Suction Pile Anchor for Floating Offshore Structures,” Lecture Notes in Civil Engineering, pp. 271–284, 2020. [43] I. Soedigdo, I. Budiman, and W. A. Prakoso, “Analysis of Suction Piles for Mooring Floating StructureFoundations in Clay Soil at Deepwater Levels,” International Journal of Technology, vol. 6, no. 2, p. 253, 2015.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/80338-
dc.description.abstract本論文意在開發一款新型淺海渦輪發電廠之佈放程序與運作概念,使用的部件包含了浮筒、渦輪發電機、纜繩、萬向接頭、中空槓桿與吸力錨(suction pile)等等。首先對於電廠的設計概念做出示意動畫預覽,並以此目標來做各項設定進而計算出靜態與動態的力平衡分析與位移狀態,最後以滿足此運作情形之條件來設計各項機件,進而架構出五台渦輪發電機組並以3420kW的功率持續供電。 本研究以降低成本為目標做設計,因此採用易於安裝與拆卸的吸力錨,以及五組共用單一錨錠的方式來設廠。透過數值軟體(MATLAB)計算,得出組間間距越長將使得組間應力越大、淨浮力將會對應到電廠所能停滯的深度,而結果顯示在距離海床30m以內,能夠大幅降低組間的應力,故設定電廠運作位置約為距離海床20m,且得出每組浮筒扣除機件重量後的淨浮力須為497.5kN。因為渦輪機的結構設計會導致渦輪機承受的應力與轉子位置相關,故在考慮相位角後將成為動態問題。分別給予五組渦輪機轉子不同的起使角設定後,將產生組間應力與位移的變化和不對稱問題,但是本電廠是以中間組為中心來對稱兩邊的渦輪機以求得平衡,故須提供反向的組間應力差來使中間組停留不動。接著透過觀察各組的位移,可得各組組間方向位移幾乎為零,而高度則有隨著往海流流向移動時而降低的情形發生。 最後藉由應力的分析結果來對機件做出設計以滿足需求。得到纜繩的直徑、浮筒規格、錨錠在不同海床下的參考尺寸。盼望未來這款新型洋流發電廠能對再生能源產業做出貢獻,成為後人發展技術與設計的參考,推動全球綠能產業的研究。zh_TW
dc.description.provenanceMade available in DSpace on 2022-11-24T03:04:43Z (GMT). No. of bitstreams: 1
U0001-2106202113514200.pdf: 4754048 bytes, checksum: f3ccbede3dde42369bdae77196b148b2 (MD5)
Previous issue date: 2021
en
dc.description.tableofcontents致謝 i 摘要 ii Abstract iii 目錄 iv 圖目錄 vi 表目錄 viii 符號說明 ix 第一章 緒論 1 1.1 研究背景 1 1.2 文獻回顧 2 1.3 研究動機 4 1.4 研究方法 4 第二章 電廠概念設計 6 2.1 結構設計 6 2.1.1 渦輪機與流場設定 8 2.1.2 可彎曲槓桿設計 10 2.1.3 錨固系統設計 12 2.2 佈放程序設計 13 第三章 電廠之靜力分析 20 3.1 參數設定 20 3.2 數學推導 23 3.2.1 第三組 23 3.2.2 第一組 23 3.2.3 第二組 24 3.2.4 第四組、第五組 24 3.3 靜力平衡受力情形 25 3.3.1 理想受力 25 3.3.2 不同渦輪機深度下,組間距離與受力之關係 28 3.3.3 不同組間距離下,渦輪機深度與受力之關係 29 3.4 結果討論 31 第四章 電廠之動態分析 33 4.1 力隨著轉子相位角β的變化 33 4.1.1 Fx跟 β關係 33 4.1.2 推導Fy、H表示式 34 4.1.3 隨機的組間轉子相位差 36 4.2 微小長度變化對F的影響 40 4.2.1 考慮ɭ不為2 J 41 4.2.2 考慮L變化 41 4.2.3對Fy的影響 43 4.3 中心偏移差值 47 4.4 Time Domain 下之三軸方向位移 48 4.5 電廠的假設 50 4.6 結果討論 53 第五章 機件設計 54 5.1 中空槓桿與萬向接頭 54 5.2 纜繩 54 5.3 浮筒 58 5.4 吸力錨 59 第六章 結論與未來展望 66 6.1 結論 66 6.2 未來展望 67 參考文獻 68
dc.language.isozh-TW
dc.subject海事工程zh_TW
dc.subject力學設計zh_TW
dc.subject吸力錨zh_TW
dc.subject淺海型電廠zh_TW
dc.subject黑潮發電zh_TW
dc.subject力學分析zh_TW
dc.subjectSuction Anchoren
dc.subjectMaritime Engineeringen
dc.subjectMechanical Analysisen
dc.subjectKuroshio Power Generationen
dc.subjectNeritic Power Planten
dc.subjectMechanical Designen
dc.title洋流電廠力學設計與分析zh_TW
dc.titleMechanical Design and Analysis of the Ocean Current Power Planten
dc.date.schoolyear109-2
dc.description.degree碩士
dc.contributor.oralexamcommittee周逸儒(Hsin-Tsai Liu),林哲宇(Chih-Yang Tseng)
dc.subject.keyword力學設計,吸力錨,淺海型電廠,黑潮發電,力學分析,海事工程,zh_TW
dc.subject.keywordMechanical Design,Suction Anchor,Neritic Power Plant,Kuroshio Power Generation,Mechanical Analysis,Maritime Engineering,en
dc.relation.page72
dc.identifier.doi10.6342/NTU202101074
dc.rights.note同意授權(限校園內公開)
dc.date.accepted2021-06-23
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept應用力學研究所zh_TW
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