Theoretical Study for One Row of Piles Used as a Breakwater.
Heikal, E., Salem, T., Koraim, A. (2020). Theoretical Study for One Row of Piles Used as a Breakwater.. EKB Journal Management System, 32(1), 26-37. doi: 10.21608/bfemu.2020.127894
E. Heikal; T. Salem; A. S. Koraim. "Theoretical Study for One Row of Piles Used as a Breakwater.". EKB Journal Management System, 32, 1, 2020, 26-37. doi: 10.21608/bfemu.2020.127894
Heikal, E., Salem, T., Koraim, A. (2020). 'Theoretical Study for One Row of Piles Used as a Breakwater.', EKB Journal Management System, 32(1), pp. 26-37. doi: 10.21608/bfemu.2020.127894
Heikal, E., Salem, T., Koraim, A. Theoretical Study for One Row of Piles Used as a Breakwater.. EKB Journal Management System, 2020; 32(1): 26-37. doi: 10.21608/bfemu.2020.127894

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

MEJ- Mansoura Engineering Journal
Article 13, Volume 32, Issue 1, March 2007, Page 26-37  XML PDF (438.16 K)
Document Type: Research Studies
DOI: 10.21608/bfemu.2020.127894
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Authors
E. Heikal* 1; T. Salem2; A. S. Koraim3
1Associate Professor., Water Engineering Department., Zagazig University., Zagazig., Egypt
2Structural Engineering Department., Zagazig University., Zagazig., Egypt.
3Assistant Professor., Water Engineering Department., Zagazig University., Zagazig., Egypt.
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. 
 
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