Publication Date:
2019
Description:
Journal of Earthquake and Tsunami, Volume 13, Issue 05n06, October & December 2019. 〈br/〉 Tsunami propagation over the entire Dayawan Bay was simulated using a 2D shallow water model to provide hydrodynamic boundary conditions for a 3D flow model, by which tsunami propagation inside the inlet of water-intake basin of the Dayawan Nuclear Power Plant (DNPP) was simulated. The 2D model covers the whole bay plus a little extension of the waters around the bay mouth. The sea side open boundary of the 2D model is generated from a superposition of an assumed tsunami process on a tide with exceedance probability of 10%. The event of encounter of a 10-min highest waters of the assumed tsunami process with such level of tide is estimated to be approximately a return period of 1490 years. Tsunami run-up in front of the revetment of the pump room was simulated using the 3D flow models. The rubble-mound breakwater was treated as porous medium in the simulation. Computational results of flow velocity indicate that tsunami propagation inside the basin is effectively prevented by the east breakwater. Computational results of waters in front of the revetment of the pump room indicate that the possible maximum water level is lower than the present elevation of the revetment, therefore the pump room has low risk of inundation.
Print ISSN:
1793-4311
Electronic ISSN:
1793-7116
Topics:
Geosciences
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