• Bilal akbar shaikh
• Sudarshan Telgaokar
• Sudheer Chavan

The wave tranquility in the basin of harbor was basically decided by different standard such as bureau of Indian standard (BIS) and permanent international association in navigation congress (PIANC).the literature collected by different researcher has been reviewed and it was found that tranquility in the basin area is still challenge. The harbour tranquility can be determined by physical and numerical model studies. in this study, physical and numerical models on harbor tranquility are performed and their results are compared for wave tranquility .physical model studies is the miniature of proto based on Froude number with rigid bed and numerical models are performed by using MIKE 21 BW software. Both kind of model used for in the present study for simulation of wav propagation in harbor region with significant wave heights and directions which were considered to run the model. Such as south east (SE) and South (S) have been the wave generating heights and directions with a wave period of 7second each. It was found from model studies that extension of 300m in from of bund was an essential part to get tranquility in wave limits in harbor basin

Physical model, wave propagation, mike 21bw numerical model, wave tranquility

"WAVE TRANQUILITY ASPECTS FOR V.O.CHIDAMBARANAR PORT, TUTICORIN BY HYDRAULIC MODELLING TECHNIQUES ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 12, page no.e218-e224, December-2021, Available :http://www.jetir.org/papers/JETIR2112425.pdf

"WAVE TRANQUILITY ASPECTS FOR V.O.CHIDAMBARANAR PORT, TUTICORIN BY HYDRAULIC MODELLING TECHNIQUES ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 12, page no. ppe218-e224, December-2021, Available at : http://www.jetir.org/papers/JETIR2112425.pdf