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To protect the central 5 km reach of eroded beachthe project investigates the design aspects of protection work using artificial beach nourishment with Dean’s equilibrium beach profile method. The design volume of nourished sand required for per unit length of Kuakata beach has been estimated as 1433 m3/m, 934 m3/m and 761 m3/m for fill grain size of as 0.15 mm, 0.20 mm and 0.25 mm respectively.

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