Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: A Methodology to Analyze the Safety of a Coastal Nuclear Power Plant Against Typhoon External Flooding Risks ASME J of Nuclear Rad Sci. 2016;3(1):011008-011008-7. doi:10.1115/1.4034974 Figure Legend: Types of wave overtopping and overflow [14]: (a) wave overtopping for positive freeboard, (b) wave overtopping for positive zero freeboard, (c) overflow for negative freeboard, and (d) overflow and overtopping for negative freeboard

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: A Methodology to Analyze the Safety of a Coastal Nuclear Power Plant Against Typhoon External Flooding Risks ASME J of Nuclear Rad Sci. 2016;3(1):011008-011008-7. doi:10.1115/1.4034974 Figure Legend: Comparison between the simulated tides results and observed data

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: A Methodology to Analyze the Safety of a Coastal Nuclear Power Plant Against Typhoon External Flooding Risks ASME J of Nuclear Rad Sci. 2016;3(1):011008-011008-7. doi:10.1115/1.4034974 Figure Legend: Wind (left) and atmospheric pressure (right) fields of Typhoon

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: A Methodology to Analyze the Safety of a Coastal Nuclear Power Plant Against Typhoon External Flooding Risks ASME J of Nuclear Rad Sci. 2016;3(1):011008-011008-7. doi:10.1115/1.4034974 Figure Legend: Storm surge due to extreme Typhoon

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: A Methodology to Analyze the Safety of a Coastal Nuclear Power Plant Against Typhoon External Flooding Risks ASME J of Nuclear Rad Sci. 2016;3(1):011008-011008-7. doi:10.1115/1.4034974 Figure Legend: Wave height’s variation due to the extreme Typhoon

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: A Methodology to Analyze the Safety of a Coastal Nuclear Power Plant Against Typhoon External Flooding Risks ASME J of Nuclear Rad Sci. 2016;3(1):011008-011008-7. doi:10.1115/1.4034974 Figure Legend: Schema of three cases and the form of the dike

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: A Methodology to Analyze the Safety of a Coastal Nuclear Power Plant Against Typhoon External Flooding Risks ASME J of Nuclear Rad Sci. 2016;3(1):011008-011008-7. doi:10.1115/1.4034974 Figure Legend: Sea level variation of the site chosen as an example for the overtopping calculation

Date of download: 12/18/2017 Copyright © ASME. All rights reserved. From: A Methodology to Analyze the Safety of a Coastal Nuclear Power Plant Against Typhoon External Flooding Risks ASME J of Nuclear Rad Sci. 2016;3(1):011008-011008-7. doi:10.1115/1.4034974 Figure Legend: Wave overtopping flow rate in three cases