Authors :
Manasi Solanki; Jomi Lollen; Nishant Bhoye; Ved Patil; Dr. J.D Agrawal
Volume/Issue :
Volume 9 - 2024, Issue 8 - August
Google Scholar :
https://tinyurl.com/3v4u7nvp
Scribd :
https://tinyurl.com/3e8zs4xw
DOI :
https://doi.org/10.38124/ijisrt/IJISRT24AUG639
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
Abstract :
The present study delves into the intricate
dynamics of wave propagation and its consequential
impacts on the harbor of the Chennai port. This research
undertakes a comprehensive analysis employing two
distinct yet complementary methodologies: a
Mathematical approach and a Physical approach. The
Mathematical aspect is meticulously simulated utilizing
the cutting-edge MIKE 21 software, with a particular
focus on Boussinesq wave equation (BW). This equation
is renowned for its specialization in near shore
conditions, thereby facilitating a profound investigation
into the wave tranquility within the Chennai port
harbor.
This study is distinctly geared towards attaining
optimal tranquility conditions at the berths through a
thorough examination of the efficiency of breakwaters.
By juxtaposing the results obtained from both the
Mathematical and Physical models, a nuanced
understanding emerges regarding the disparities in
tranquility achieved through each approach.
Consequently, this comparative analysis enables the
identification of the most suitable parameters that ought
to be implemented for ensuring the utmost stability and
tranquility within the harbor environment.
Keywords :
Wave Propagation, MIKE 21 Software, Physical Modelling, Mathematical Modelling, Comparative Analysis, Wave Tranquility.
References :
- Chennaiport.gov.in/sites/all/themes/nexus/files/pdf/masterplan1.pdf
- En.wikipedia.org/wiki/Chennai_Port
- Southernallianz.com/sitemap.html
- Irene Margaret watts, "Advancing Numerical Calculation of Mixed Sized Sediment Transport and Morphology Change." Florida Institute of Technology, 2019
- Carlos Guedes Soares, T.A. Santos. "Maritime Technology and Engineering" CRC Press, 2019
The present study delves into the intricate
dynamics of wave propagation and its consequential
impacts on the harbor of the Chennai port. This research
undertakes a comprehensive analysis employing two
distinct yet complementary methodologies: a
Mathematical approach and a Physical approach. The
Mathematical aspect is meticulously simulated utilizing
the cutting-edge MIKE 21 software, with a particular
focus on Boussinesq wave equation (BW). This equation
is renowned for its specialization in near shore
conditions, thereby facilitating a profound investigation
into the wave tranquility within the Chennai port
harbor.
This study is distinctly geared towards attaining
optimal tranquility conditions at the berths through a
thorough examination of the efficiency of breakwaters.
By juxtaposing the results obtained from both the
Mathematical and Physical models, a nuanced
understanding emerges regarding the disparities in
tranquility achieved through each approach.
Consequently, this comparative analysis enables the
identification of the most suitable parameters that ought
to be implemented for ensuring the utmost stability and
tranquility within the harbor environment.
Keywords :
Wave Propagation, MIKE 21 Software, Physical Modelling, Mathematical Modelling, Comparative Analysis, Wave Tranquility.
