سال انتشار: ۱۳۹۱

محل انتشار: دهمین همایش بین المللی سواحل، بنادر و سازه های دریایی

تعداد صفحات: ۱۳

نویسنده(ها):

Peyman Aghtouman – Research Scientist, Msc, Coastal Engineer – SCWMRI
Zeinabosadat Ghaderi – Coasts and ports Expert – PMO
Mohammad Saeid Madihi – Coasts and ports Expert – PMO
Mahmood Tavakoli – Coasts and ports Expert – PMO

چکیده:

Shahid Beheshti Port is located along south eastern coastline of Iran, in the province of Sistan-Baluchistan. Protection rubble mound seawall has been designed at the eastern part of Chabahar Bay coast to protect the Coastline of Shahid Beheshti Port area. In order to evaluate the efficiency of the designed seawall structure, Ports and Maritime Organization (PMO) has asked to realize two dimensional physical modeling study of the Seawall structure.In this paper the 2D physical modeling results of the seawall responses under irregular wave attack that yielded to change and optimize the initial designed section is presented.The section 5 of the seawall was selected as the critical section based on the section location,beach steeper slope and wave propagation conditions in the site. The site plan and the location of the seawall section are illustrated in Fig