| 研究生: |
龔書聖 Gung, Shu-Sheng |
|---|---|
| 論文名稱: |
波壓轉換函數之數值解析 Numerical Analysis of Wave Pressure Transfer Function |
| 指導教授: |
林西川
Lin, Shi-Chuan |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 水利及海洋工程學系 Department of Hydraulic & Ocean Engineering |
| 論文出版年: | 2004 |
| 畢業學年度: | 92 |
| 語文別: | 中文 |
| 論文頁數: | 60 |
| 中文關鍵詞: | 波壓 |
| 外文關鍵詞: | wave pressure |
| 相關次數: | 點閱:68 下載:3 |
| 分享至: |
| 查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報 |
本文係利用富立葉近似法(Fourier approximation method)配合波壓實驗數據解析波浪的波形變化,進而求得壓力轉換函數Kp值。同時探討轉換函數Kp值與各波浪因子間的關係,並且將解析所得之Kp值建立一轉換函數經驗式,利用經驗式轉換實驗壓力頻譜為水位頻譜並與實驗水位頻譜相比較,探討經驗式應用於不規則波之適用性。
研究結果顯示,本文解析所得之波高及轉換函數Kp值均能達到一定的精確度,且隨著壓力計設置深度的變小,誤差也隨之變小。解析之轉換函數Kp,和波高H、壓力計設置深度z、水深d、週期T等因子均有明顯的關係存在。本文之轉換函數經驗式,以 H/d、z/d、ω2|z|/g取代陳(2002)經驗式中ω2|H|/g、ω2|d|/g、ω2|z|/g各無因次參數,應用於規則波實驗數據時,其精確度能有效的提升;應用於不規則波時,轉換之水位頻譜不但與實驗水位頻譜相當的吻合,且轉換水位頻譜於高頻處,不正常放大的情況也較為輕微,顯示本文之經驗式不論應用於規則波或不規則波均較適合。
The purpose of this study is to co-operate with wave pressure data to analyze wave variety by Fourier approximation method, and derives pressure transfer function Kp; moreover, it probes relationships between transfer function Kp and each wave factor, and an empirical expression of the transfer function between wave height and wave pressure was obtained from these Kp data which is analyzed, then transform the experimental pressure spectrum into a transfer wave spectrum by the empirical expression, which is taken advantage of comparison with experimental wave spectrum to probe into the empirical expression how to apply to irregular wave.
The study showed that the statement of the purpose of the study declares that wave height and Kp both must reach specific accuracy, and inaccuracy is getting smaller and smaller when depth of manometer diminishes. There both are obvious existing relationship between transfer function Kp and factors as wave height H、manometer depth z、water depth d and circle T , etc. The empirical expression of the study mentioned is that the parameter H/d、z/d、ω2|z|/g replaces chen (2002)ω2|H|/g、ω2|d|/g、ω2|z|/g, whose accuracy would heave effectively to put regular wave experiment data in use . And transfer wave spectrum coincide with experimental wave spectrum when it put irregular wave in use, and its irregular enlargement is more smaller when transfer wave spectrum is in high frequency , which showed that empirical expression of transfer function can agree with regular wave and irregular wave.
1. Bergan P. O., A. Tørum and Trættederg , A. “Wave measurement by a ressure type wave gauge”, Proceedings of the 11th International Conference Coastal Engineering, pp.101-106, 1968.
2. Bishop, T.C. and Donelan, A.M. “Measureing wave with pressure transducers”, Journal of Coastal Engineering, Vol.11, No.4, pp.309-328, 1987.
3. Baquerizo Asuncion and Losada , Miguel A. “Transfer function between wave height and wave pressure for progressive waves, by Y.-Y. Kuo and J.-F. Chiu: comments”, Journal of Coastal Engineering, Vol. 24, Nos.3-4,pp.351-353, 1994.
4. Cavaleri, L. “Wave measurement using pressure transducer”, Oceanal.Acta, 3(3), pp.339-945, 1980.
5. Dean, R.G.. “Stream function representation of nonlinear ocean wave”, Journal of Geophysical Research, Vol.70, pp.4561-4572, 1965.
6. Esteva, D. and Harris, L.D. “Comparison of pressure and staff gage records”, Proceedings of the 12th International Conference Coastal Engineering, pp.101-116, 1970.
7. Gabriel, D. W. and Hedges, S. T. “Effects of currents on interpretation of sub-surface pressure spectra”, Journal of Coastal Engineering, Vol. 10, No.3, pp.309-323, 1986.
8. Grace, R.A. “Surface wave heights from pressure records”, Journal of Coastal Engineering, Vol.2, No.1, pp.55-67, 1977.
9. Hameed, T.S.S. and Baba, M. “Wave height distribution in shallow water”. Ocean Eng, Vol.12, No.4, pp.309-319, 1985.
10. Homma, M., Horikawa K. and Komori S. “Response characteristics of underwater wave guage”, Proceedings of the 10th International Conference on Coastal Engineering, pp.99-114, 1966.
11. Isobe, M, and Konda, K “Method for Estimating Directional Wave Spectrum in Incident and Reflected Wave Flied”, Proc 19th Coastal Engineering, Conf, pp.467-483, 1984.
12. Lee, D.Y. and Wang, H. “Measurement of surface waves from subsurface gage”, Proceeding of the 19th International Conference on Coastal Engineering, pp.271-286, 1984.
13. Nielsen, P. “Local approximations: A new way of dealing with irreqular waves”, Proceedings of the 20th International Conference on Coastal Engineering, pp.99-114, 1986.
14. Nielsen, P. “Measuring waves with pressure transducers, by C.T. Bishop and M.A. Donelan”, Coastal Engineering, Vol.12, No.4, pp.381-384, 1989.
15. Rienecker, M.M. and Fenton, J.D. “ A Fourier approximation method for steady water waves”, Journal of Fluid Mechanics, Vol.101, pp.108-137, 1981.
16. Seiwell, H.R. “Investigation of underwater pressure records and simultaneous sea surface patterns”, Trans. Am. Geophys. Union, Vol.28, pp.722-724, 1947.
17. Simpson, J.H. “Observation of the directional characteristics of waves”, Gephys. J.R. Astron. Soc., Vol. 17, pp.92-120, 1969.
18. Smith, J.M. “Wave Pressure Gauge Analysis with Current”, Journal of Waterway Port Coastal and Ocean Engineering, Vol.128, No.6, pp.271,2002.
19. Wang, H., Lee, D.Y. and Garcia, A. “Time series surface-wave recovery from pressure gage”, Coastal Engineering, Vol.10, No.4, pp.379-393, 1986.
20. 郭一羽, “不規則波浪水中波壓特性的研究”, 中國工程學刊第六卷第一期, pp.1-8, 1983。
21. 張憲國, “非線性重力波富立葉級數解與流函數法之比較”, 國立成功大學水利及海洋工程研究所碩士論文, 1984。
22. 湯麟武、黃煌輝、林西川,”非線性重力波之數值解析”, 國立成功大學台南水工試驗所,研究論文 第14號,1988。
23. 簡仲璟、郭一羽、黃啟, “水中波壓與水位變化之相關係研究”, 第十二屆海洋工研討會論文集, pp.336-351,1990。
24. 邱永芳、郭一羽、簡仲璟, “海洋波浪之波高與波壓間的轉換函數”, 港灣技術第八期, pp.69-85,1993。
25. 高家俊、黃家祥, “壓力式波高計之計算修正”, 第十五屆海洋工研討會論文集,pp.535-546,1993。
26. 黃正欣、謝景崎, ”斜向入反射波分離法之研究”, 第十六屆海洋工研討會論文集, Part B,pp.268-287,1994。
27. 張炯殷, “現場觀測的水中波壓轉換為水面波浪之研究”, 國立成功大學水利及海洋工程研究所碩士論文, 1995。
28. 黃正欣、林西川、陳松暉, “水中波壓與水面波浪間轉換函數之研究”, 第二十五屆海洋工研討會論文集, pp.243-250,2003。