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Notes for Contributors

The Journal of Coastal and Ocean Engineering is a purely academic journal which publishes original research papers on all phases of coastal and ocean engineering related fields. The papers from foreign countries are also welcome. All submitted papers will be sent to experts for review and accepted on the basis of merit and originality.

The authors should understand the following regulations and instructions in order to prepare their manuscripts:

1. Submission

The electronic copy of manuscript in Word or PDF file should be submitted online via ASPERS (Airiti Online Sumission and Peer Review System). Website: http//aspers.airiti.com/JCOE/.

2. Language

Papers should be written in Chinese or in English. The text should not exceed 15,000 words or equivalent (15 A4 format journal pages) including figures and tables. Each paper should have abstracts (not exceeding 500 words) and keywords (two to four words) in both Chinese and English. The keywords are given right after the abstracts.

3. Typescript

Manuscripts should be typed, double-spaced, on standard white paper measuring 21cm × 30 cm (A4 format). Once the paper is accepted, the author should promptly supply original copies of all of the illustrations, line drawings drafted in ink on white or drawing paper (or “glossies”), and photographs on glossy papers. The lettering, typed or in engineering type, should be large enough so that, when reduced, it will still be legible.

4. Authors

The title of the paper should be concise, informative and in capital letters. The authors ’ name and affiliation should appear below the title.

5. Headings

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.

6. Nomenclature

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

7. References

References should be listed at the end of the paper in alphabetical order of the authors.

Examples are:

Berkhoff, J. C. W. (1976) Mathematical models for simple harmonic linear water: wave diffraction and refraction, Publication No. 163, Delft Hydraulic Laboratory, Delft, The Netherlands.

Lin, C. and Hwung, H. H. (1992) “External and internal flow fields of plunging breakers,” Experiments in Fluids, Vol. 12, pp. 229-237.

Patankar, S. V. (1979) Numerical Heat Transfer and Fluid Flow, McGraw-Hill, New York.

Stive, M. J. F. (1980) “Velocity and pressure field in spilling breakers,” Proceedings of 17th International Conference on Coastal Engineering, Vol. 1, ASCE, Sydney, Australia, pp. 547-566.

Synolakis, C. E. (1986) The Runup of Long Waves, Ph. D. Thesis, California Institute of Technology, Pasadena.

8. The Journal is edited by the word-processor MICROSOFT WORD in Windows. When a paper has been accepted

for publication and is in its final form, the author should supply the editor with a disk which must be accompanied

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by a hard copy printout identical to the version on the disk. The authors will also be responsible for proof-reading.

9. Authors are responsible for the contents of their manuscripts, without violating academic ethics.

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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: cptsai@nchu.edu.tw

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1. INTRODUCTION

The manuscript in Word file should be submitted via ASPERS (Airiti Online Submission and Peer Review System): http://aspers.airiti.com/JENCHU/

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. A

0

/d Fresh water density (g/cm

3

) Dense water density (g/cm

3

) A 0.1 1.0 1.0

B 0.1 1.0 1.01

3. RESULTS AND DISCUSSION

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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.

i

0

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.

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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.

Manuscript Received:Oct. 06, 2013

Revision Received:Nov. 04, 2013

and Accepted :Dec. 02, 2013

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海洋工程學刊作者投稿注意事項

本學刊出版海洋及海岸工程方面之水理學、結構物、環境、大地、管理、以及水下技術等相關應用科學範圍之原創性 論文。所收稿件將送國內外專家審查,經本學刊之編輯委員會同意推薦後,本學刊將以論文或技術短文形式刊登。

一、 稿件

採線上投稿,投稿文件為Word 或pdf 檔均可。投稿網址:http://aspers.airiti.com/JCOE.。

二、 文字

稿件以中文或英文撰字。論文總頁數包括圖表,中文不得超過 24000 字,英文不得超過8000 字(A4 規格約30 頁);技術短 文總頁數包括圖表, 中文不得超過12000 字,英文不得超過4000 字 (A4 規格約15 頁)。

三、 打字

採橫式由左至右書寫,中文稿件內文用新細明體十一點字繕打,英文稿件內文用Time New Roman 字型繕打。全文用單欄 位,列與列間需有一字之間隔,用紙大小以21 公分×30 公分(A4 規格) 為準,使用軟體如Microsoft Word 5.0以上之版本。

四、 題目、作者

論文題目宜簡明,英文題目應以大寫字體打印,作者姓名列於論文題目下方,作者服務單位與職稱 ( 先單位後職稱)及電 子郵件以註解方式標註於作者下端。

五、 章節標題

論文之章節標題須列於稿紙之中央對稱位置,且加編號一、二、…等,小節標題亦加編號如1.1、1.2 …等,但必須從文稿之 左緣開始。

六、 章節格式

論文全文包括:中英文標題、中英文作者、中英文摘要、中英文關鍵詞、本文、誌謝、參考文獻、附表、附圖等。作者:英文作 者全部先名後姓。文章內容為中文者,其英文摘要須加作者附註,反之內容全為英文者其中文摘要亦須加作者附註。關鍵 詞:3 至6 個關鍵詞,置於摘要之後。摘要:以三百字為限。

七、數學式與符號

1.數學代號須以斜體字型式(

x, z, t

...)出現於文、圖或相片中。

2.內文中以英文表示之數學符號應與方程式一致,且第一次出現時務須加以定義,引用時方程式之號碼,如式(1)、式 (2),或 Eq. (1) 。

3.數學式應獨立陳列於一列,行距為1.5倍行高,與上列及下列各有0.5列的距離,數學式應對齊首行。方程式編號以(1), (2),...(n)之形式與內文右緣切齊。

八、圖與表

1.圖、表與照片請隨文插(黏貼)於文中且務必清晰,亦請盡量節省篇幅。

2.表之標示文字應置於距表上方,圖或照片之標示文字應置於距圖或照片下方。

3.圖、表、相片之編號以圖1、圖2、表1、表2、相片1、相片2表示並接續排列。

4.稿件經通知採用後,文中所有插圖、相片請另附高解析度原始電子圖檔之光碟。

九、參考文獻

參考文獻全部以英文編列,如原為非英文文獻,則在最後以括弧註明原文語別,如(In Chinese)。舉例如下:

Berkhoff, J. C. W. (1976) Mathematical Models for Simple Harmonic Linear Waters: Wave Diffraction and Refraction, Publication No. 163, Delft Hydraulic Laboratory, Delft, The Netherlands.

Dalrymple, R. A., Losada, M. A. and Martin, P. A. (1991) “Reflection and transmission from porous structures under oblique wave attack,” Journal of Fluid Mechenics, Vol. 224, pp. 625-644.

Mei, C. C. (1983) The Applied Dynamics of Ocean Surface Waves, World Scientific, Singapore.

Sollitt, C. K. and Cross, R. H. (1972) “Wave transmission through permeable breakwaters,” Proceedings of the13th International Conference on Coastal Engineering, ASCE, Vancouver, pp. 1827-1846.

Synolakis, C. E. (1986) The Runup of Long Waves, Ph. D. Thesis, California Institute of Technology, Pasadena.

Lin, W. H., Lee, F. C. and Hsu, John R. C. (2009) “Requirement of storm beach buffer width against the action of cyclonic waves,” Proceedings of the 31st Ocean Engineering Conference in Taiwan, National Chung Hsing University, pp. 525- 530.(In Chinese)

十、投稿之論文如有違反學術倫理,或侵犯他人著作權之情事,概由作者自行負責。

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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: cptsai@nchu.edu.tw

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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特聘教授

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: cptsai@nchu.edu.tw

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一、前 言

稿 件 請 賜 文 稿 WORD 檔 , 並 利 用 ASPERS (Airiti Online Submission and Peer Review System) 線 上 投 稿 系 統 進 行 投 稿 : http://aspers.airiti.com/JCOE 。 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 1

Re

2

ik x x b

I

A e

I

e

i t

   

 

 

  

 

  (1)

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

i gA e e

k d

 

   (2)

式中,t 為時間,A

I

為入射振幅,k

0

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。

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

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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 Φ

5

,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/m

2

) 1 10

4

1 10

4

下游側剪力模數 G

IV

(N/m

2

) 5  10

5

1 10

8

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)。

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)。

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)。

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謝 誌

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)。

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)

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.

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Manuscript Received: Jan. 18, 2014

Revision Received: Feb. 20, 2014

and Accepted: Feb. 25, 2014

數據

Fig. 1. Schematic diagram of wave f lume. (a) x-z plane; (b) x-y plane.
表 1 潛堤特性係數

參考文獻

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