2014
DOI: 10.1007/s00024-014-0797-8
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Observed and Modeled Currents from the Tohoku-oki, Japan and other Recent Tsunamis in Northern California

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Cited by 40 publications
(26 citation statements)
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“…On the other hand, the commonly used numerical scheme in tsunami modeling with shallow water approximation (e.g., Titov and González 1997;Imamura 1996) has an efficient computational time with relatively good accuracy. However, they should be equipped with high-resolution bathymetry and topographic data with an accuracy of at least 10 m if one would like to use them for detailed modeling of tsunami hazard in ports (Uslu et al 2013;Lynett et al 2012Lynett et al , 2014Admire et al 2014). By referring to the above-mentioned conditions, this study chooses to use the world standard tsunami model (IOC-UNESCO 1997), which utilizes the shallow water approximation and nested grid system as a basis for detailed simulations including the advance friction factor to accommodate tsunami inundation in built environment (Imamura 2009).…”
Section: Tsunami Simulationmentioning
confidence: 99%
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“…On the other hand, the commonly used numerical scheme in tsunami modeling with shallow water approximation (e.g., Titov and González 1997;Imamura 1996) has an efficient computational time with relatively good accuracy. However, they should be equipped with high-resolution bathymetry and topographic data with an accuracy of at least 10 m if one would like to use them for detailed modeling of tsunami hazard in ports (Uslu et al 2013;Lynett et al 2012Lynett et al , 2014Admire et al 2014). By referring to the above-mentioned conditions, this study chooses to use the world standard tsunami model (IOC-UNESCO 1997), which utilizes the shallow water approximation and nested grid system as a basis for detailed simulations including the advance friction factor to accommodate tsunami inundation in built environment (Imamura 2009).…”
Section: Tsunami Simulationmentioning
confidence: 99%
“…The latter has led to a poor understanding of the mechanisms of tsunami-induced current hazards (lynett et al 2012, 2014). To address this problem, numerical simulations with specific conditions have been recommended as a potential solution (e.g., Admire et al 2014;Lynett et al 2014). By using a high-approximation numerical scheme and/or high-resolution bathymetry data, a reliable tsunami simulation around the port can be obtained.…”
Section: Introductionmentioning
confidence: 99%
“…They also show that a model neglecting dispersion effects could underestimate wave heights and current speeds of the trailing waves developing in coastal waters. This is followed by ADMIRE et al (2014), who present some relatively rare tsunami current speed data from northern California, including instrumental data from the 2010 Chile and 2011 Tohoku tsunamis in Humboldt Bay and current speeds derived from video camera footage at the entrance to Crescent City Harbor during the 2011 Tohoku tsunami. During the 2011 event, the tsunami signal was evident for more than 40 h in Humboldt Bay, with a peak current speed of 0.8 m/s occurring approximately 1 h after arrival.…”
Section: The 2011 Tohoku Tsunamimentioning
confidence: 99%
“…In the far field, ZHOU et al (2014) andADMIRE et al (2014) investigate both tsunami wave heights and currents. Firstly, ZHOU et al (2014), examine the effects of frequency dispersion on tsunami waves and currents from the 2011 Tohoku event.…”
Section: The 2011 Tohoku Tsunamimentioning
confidence: 99%
“…The Tohoku 2011 source used in this article was also selected due to a really good fit to DART ® buoy data from the Pacific Ocean [26]. More recently it was also shown to compare fairly well against tsunami currents measured by recently installed acoustic Doppler current profilers (ADCP; [27]). …”
Section: Numerical Modelingmentioning
confidence: 99%