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127894

Theoretical Study for One Row of Piles Used as a Breakwater.

Article

Last updated: 22 Jan 2023

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Subjects

-

Tags

Civil Engineering

Abstract

The performance of the pile breakwater consisted of one row of vertical circular or square piles was investigated theoretically using the Eigenfunction expansion method. The transmission and the reflection coefficients were calculated for different wave and structure parameters. The validity of the theoretical model was examined by comparing the results with the theoretical and the experimental results from different studies. It was concluded that; the proposed theoretical model could be used efficiently to predict the performance of the pile breakwaters consisting of one row. 
 

DOI

10.21608/bfemu.2020.127894

Authors

First Name

E.

Last Name

Heikal

MiddleName

-

Affiliation

Associate Professor., Water Engineering Department., Zagazig University., Zagazig., Egypt

Email

-

City

Zagazig

Orcid

-

First Name

T.

Last Name

Salem

MiddleName

-

Affiliation

Structural Engineering Department., Zagazig University., Zagazig., Egypt.

Email

-

City

Zagazig

Orcid

-

First Name

A.

Last Name

Koraim

MiddleName

S.

Affiliation

Assistant Professor., Water Engineering Department., Zagazig University., Zagazig., Egypt.

Email

-

City

Zagazig

Orcid

-

Volume

32

Article Issue

1

Related Issue

19075

Issue Date

2007-03-01

Receive Date

2007-01-01

Publish Date

2020-12-06

Page Start

26

Page End

37

Print ISSN

1110-0923

Online ISSN

2735-4202

Article File

BFEMU_Volume 32_Issue 1_Pages 26-37.pdf

PDF . 448.7kB

Link

https://bfemu.journals.ekb.eg/article_127894.html

Detail API

https://bfemu.journals.ekb.eg/service?article_code=127894

Order

13

Type

Research Studies

Type Code

1,205

Publication Type

Journal

Publication Title

MEJ. Mansoura Engineering Journal

Publication Link

https://bfemu.journals.ekb.eg/

MainTitle

-

Details

Type

Article

Created At

22 Jan 2023