The Journal of Coastal and Ocean Engineering

(1)

The Journal of Coastal and Ocean Engineering

Da-Hwa Wang ^1* Da-Ming Chen ² Chung-Hsing Lee ³

1 Assistant Researcher, Research Center of Ocean Energy and Strategies, National Cheng National Taiwan Ocean University, Keelung 202, Taiwan, R.O.C.

2 Master, Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan 701, Taiwan, R.O.C.

3 Professor, Department of Harbor and River Engineering, National Taiwan Ocean University, Keelung 202, Taiwan, R.O.C.

ABSTRACT

English manuscript: Only English abstract is requested and needs to exceed 200 words. The name(s) of the author(s) should appear below the title. The corresponding author should be marked with a superscript “” and her/his corresponding e-mail address should appear at the end of the title page. The affiliation(s) of the author(s) (10 pt, numbered 1, 2, …) should also appear at the end of the title page. The title of the paper should be concise, informative and in capital letters. The title page should contains title (16 pt, bold, center), author(s) (14 pt, center), abstract (12 pt), keywords (12 pt).

Keywords: Each paper should have abstract(s) and keywords (two to four words). The keywords are given right after the abstract. composite breakwater, elastic materials, porous structures, submerged breakwater.

* Corresponding author, E mail: jglin@mail.ntou.edu.tw

(2)

海洋工程學刊海洋工程學海洋工程學刊

海洋一^1*　海洋二²　海洋三³

1國立台灣海洋大學海洋能源與政策研究中心助理研究員

2國立成功大學水利及海洋工程研究所碩士

3國立台灣海洋大學河海工程學系教授

摘要

作者姓名列於論文題目下方，通訊作者以上標星號註記，所有作者之服務機關之英文及中文以 10 號字體，標號 1, 2…註記在題目頁末，並於末行加註通訊作者之電子郵件聯絡方式。題目宜簡明，英文題目應以大寫字體打印。題目頁應包含題目（16 號字體、粗體、置中）、作者（14 號字體、

置中）、摘要描述（12 號字體）、關鍵詞（12 號字體）。

關鍵詞：海洋 1、海洋 2、海洋 3、海洋 4。每篇稿件須附摘要及二至四個關鍵詞，關鍵詞列於摘要之後

* 通訊作者 E-mail: jglin@mail.ntou.edu.tw

(3)

1. INTRODUCTION

The manuscript in Word file should be submitted via email: jglin@mail.ntou.edu.tw.

2. EXPERIMENTAL PROCEDURES

2.1 Format

Paper should be written in English (12-pt Times New Roman for text) or Chinese. The text should not exceed 15,000 words or equivalent (15 A4 format journal pages) including figure(s) and table(s). Manuscripts should be typed, single-spaced, on standard white paper measuring 21cm30 cm (A4 format).

Fig. 1. Schematic diagram of wave f lume. (a) x-z plane; (b) x-y plane.

2.2 Nomenclature

All symbols and units should be properly defined when they first appear in the text.

Table 1. List of wave conditions for numerical experiments.

Case no. A⁰/d Fresh water density (g/cm³) Dense water density (g/cm³) A 0.1 1.0 1.0

B 0.1 1.0 1.01

3. RESULTS AND DISCUSSION

(4)

Authors are responsible for the contents of their manuscript and they guarantee that the work contains no infringement of law or unlawful statements or opinion or infringements of copyright laws of other journals or articles.

0

i i

u x

 

 (1)

4. CONCLUSIONS

Headings for sections should be centered on the page with numbering. Headings for subsections which are also numbered should start from the left-hand margin.

.

ACKNOWLEDGEMENTS

Acknowledgements are requested to provide in English regardless of English or Chinese manuscript.

REFERENCES

Abd-el-Malek, M. B., and Helal, M. M. (2009) “Application of a fractional steps method for the numerical solution of the two-dimensional modeling of the Lake Mariut,”

Applied Mathematical Modelling, Vol. 33, pp. 822-834.

Abd-el-Malek, M. B., and Helal, M. M. (2010) “Application of a fractional step method for the numerical solution of the shallow water waves in a rotating rectangular basin,”

International Journal of Computer Mathematics, Vol. 87, pp. 2268-2280.

Bates, P. D., Dawson, R. J., Hall, J. W., Matthew, S. H. F., Nicholls, R. J., Wicks, J., et al.

(2005) “Simplified two-dimensional numerical modelling of coastal flooding and example applications,” Coastal Engineering, Vol. 52, pp. 793-810.

Elhanafy, H., and Copeland, G. J. M. (2007) Modified Method of Characteristics For The Shallow Water Equations.

George, D. L. (2008) “Augmented Riemann solvers for the shallow water equations over variable topography with steady states and inundation,” Journal of Computational Physics, Vol. 227, pp. 3089-3113.

(5)

Rosatti, G., and Begnudelli, L. (2010) “The riemann problem for the one-dimensional, free- surface shallow water equations with a bed step: theoretical analysis and numerical simulations,” Journal of Computational Physics, Vol. 229, pp. 760-787.

Tanguay, M., Robert, A., and Laprise, R. (1990) “A semi-implicit semi-Lagrangian fully compressible regional forecast model,” Monthly Weather Review, Vol. 118, pp. 1970- 1980.

Yanenko, N. N. (1971) The method of fractional steps: the solution of problems of mathematical physics in several variables, Berlin: Springer-Verlag.

(6)

The Journal of Coastal and Ocean Engineering

Da-Hwa Wang ^1* Da-Ming Chen ² Chung-Hsing Lee ³

1 Assistant Researcher, Research Center of Ocean Energy and Strategies, National Cheng National Taiwan Ocean University, Keelung 202, Taiwan, R.O.C.

2 Master, Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan 701, Taiwan, R.O.C.

3 Professor, Department of Harbor and River Engineering, National Taiwan Ocean University, Keelung 202, Taiwan, R.O.C.

ABSTRACT

English manuscript: Only English abstract is requested and needs to exceed 200 words. The name(s) of the author(s) should appear below the title. The corresponding author should be marked with a superscript “” and her/his corresponding e-mail address should appear at the end of the title page. The affiliation(s) of the author(s) (10 pt, numbered 1, 2, …) should also appear at the end of the title page. The title of the paper should be concise, informative and in capital letters. The title page should contains title (16 pt, bold, center), author(s) (14 pt, center), abstract (12 pt), keywords (12 pt).

Keywords: Each paper should have abstract(s) and keywords (two to four words). The keywords are given right after the abstract. composite breakwater, elastic materials, porous structures, submerged breakwater.

(7)

* Corresponding author, E mail: jglin@mail.ntou.edu.tw

(8)

海洋工程學刊海洋工程學海洋工程學刊

海洋一^1*　海洋二²　海洋三³

1國立台灣海洋大學海洋能源與政策研究中心助理研究員

2國立成功大學水利及海洋工程研究所碩士

3國立台灣海洋大學河海工程學系教授

摘要

作者姓名列於論文題目下方，通訊作者以上標星號註記，所有作者之服務機關之英文及中文以 10 號字體，標號 1, 2…註記在題目頁末，並於末行加註通訊作者之電子郵件聯絡方式。題目宜簡明，英文題目應以大寫字體打印。題目頁應包含題目（16 號字體、粗體、置中）、作者（14 號字體、

置中）、摘要描述（12 號字體）、關鍵詞（12 號字體）。

關鍵詞：海洋 1、海洋 2、海洋 3、海洋 4。每篇稿件須附摘要及二至四個關鍵詞，關鍵詞列於摘要之後

* 通訊作者 E-mail: jglin@mail.ntou.edu.tw

(9)

一、前言

稿件請賜文稿 WORD 檔，並利用電子郵件進行投稿：jglin@mail.ntou.edu.tw。

海洋工程學刊 (Journal of Coastal and Ocean Engineering) (Hsu et al., 2000 ; Schuler et al., 2003; Chen, 2011b)海洋工程學刊 (Journal of Coastal and Ocean Engineering)。

二、實驗方法

2.1 海洋工程學刊

請以英文(12-pt, Times New Roman)或中文（12-pt, 新細明體）撰寫，全文字數以不超過 15,000 字為限（包括圖表照片 A4 規格約 15 印刷頁）。全文用單欄位，列與列間用單行間距，用紙大小以 21 cm × 30 cm（A4 規格）為準。

0 2 21

Re

ik x x b

i t

I A eI e ^



 

     

 

 

  

 

  (1)

圖

圖 1 海洋工程學刊示意圖

 ¹

0 2 2

0 0

cosh cosh

ik x x b i t I I

k z

igA e e

k d



   

   (2)

式中，t 為時間，AI 為入射振幅，k0 為週波數，ω 為波浪角頻率，g 為重力加速度，

Re{ }為實部運算子。

(10)

2.1.1 海洋工程學刊

海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊 (Journal of Coastal and Ocean Engineering)。

2.1.2 海洋工程學刊

海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊 (Journal of Coastal and Ocean Engineering)。

2.2 解析解

I 區與 V 區之勢能函數 Φ_R 與 Φ₅ ，可利用分離變數法求解控制方程式並引入自由液面與底床邊界條件，分別求得通解為

三、結果與討論

3.1 海洋工程學刊

海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊 (Journal of Coastal and Ocean Engineering)。

表 1 潛堤特性係數

潛堤模型參數 A B

上游側剪力模數G_II (N/m²) 110⁴ 110⁴ 下游側剪力模數G_IV (N/m²) 510⁵ 110⁸

四、結論

海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋海洋工程學刊海洋工程學刊海洋工程學刊 (Journal of Coastal and Ocean Engineering)。

(11)

附　錄

海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊海洋工程學刊 (Journal of Coastal and Ocean Engineering)。

謝誌

參考文獻 (請以英文撰寫)

Abul-Azm, A. G. (1994) “Wave diffraction by double flexible breakwaters,” Applied Ocean Research, Vol. 16, pp. 87-99.

Biot, M. A. (1956) “Theory of propagation of elastic waves in a fluid saturated porous solid. I. Low-frequency range,” The Journal of the Acoustical Society of America, Vol.

28, pp. 168-178.

Jeng, D. S. (2003) Porous Models for Wave-seabed Interactions, Springer, Heidelberg.

Jeng, D. S. and Cheng, L. (2000) “Wave-induced seabed instability around a buried pipeline in a poro-elastic seabed,” Ocean Engineering, Vol. 27, pp. 127–146.

Lan, Y. J. (2000) Analysis of waves interaction with poro-elastic structures, Ph.D. Thesis, Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan, Taiwan. (In Chinese)

Lan, Y. J. Kuo, Y. S., Hsu, T. W. and Chen, C. Y. (2012) “On waves propagating over two submerged closely spaced poroelastic breakwaters,” Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment, doi: 10.1177/ 1475090212443188.

Lee, C. P. (1987) Wave Interaction with Permeable Structures, Ph. D. Thesis, Oregon State University, Oregon.

Lee, J. F. and Liu, C. C. (1995) “A new solution of waves passing a submerged porous structure,” Proceedings of the 17th Ocean Engineering Conference in Taiwan, Tainan, Taiwan, pp. 593-606. (In Chinese)

(12)

Liu, Y. R. (2012) Analysis of Wave Interaction with a Composite Poro-Elastic Submerged Breakwater, Master Thesis, Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan, Taiwan. (In Chinese).

Verruijt, A. (1969) Elastic storage of aquifers. In R.J.M. De Wiest, (Eds.), Flow through Porous Media (pp. 331-376). New York: Academic Press.

Yip, T. L., Sahoo, T. and Chwang, A. T. (2002) “Trapping of surface waves by porous and flexible structures,” Wave Motion, Vol. 35, pp. 41-54.