D. I. Lazorenko, L. V. Kharitonova, V. V. Fomin
Marine Hydrophysical Institute of RAS, Sevastopol, Russia
Abstract
Using the GENESIS numerical model the shoreline changes with different configurations of coast protection constructions near Yevpatoria coast were calculated. The shoreline changes under wind wave influence were analysed when changing the model calibration parameters and the most appropriate calibration coefficients were selected. The optimal configurations of protection constructions for studing areas were proposed.
Keywords
Western Crimea, Yevpatoria, shoreline change, protection constructions, sediment transport, numerical modeling