Proceedings of the International Conference on Coastal Engineering | |
QUANTIFYING NUMERICAL MODEL ACCURACY AND VARIABILITY | |
Luis Humberto Montoya1  Patrick Lynett2  | |
[1] Graduate Research Assistant at the University of Southern California;University of Southern California | |
关键词: Tsunami; Hazard; Numerical Modeling; Runup; Flow Velocity; | |
DOI : 10.9753/icce.v35.currents.12 | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
On March 11, 2011 the Tohoku tsunami event caused the death of thousands of people and generated billions of dollars in damages. Following this and previous tsunami events, there has been an effort to improve tsunami risk mitigation for coastal communities. Currently, numerical models are being used in a state-of-the-art methodology to estimate tsunami risk from near and far field sources. Model predictions are essential for the development of Tsunami Hazard Assessments (THA). By better understanding model bias and uncertainties and if possible minimizing them, a more accurate and reliable THA will result. In this study we compare runup height, inundation lines and flow velocity field measurements between GeoClaw and the Method Of Splitting Tsunami (MOST) predictions in the Sendai plain. Runup elevation and average inundation distance was in general over predicted by the models. However, both models agree relatively well with each other when predicting maximum sea surface elevation and maximum flow velocities. Model predictions show that the flow velocity increases as the tsunami wave front reaches the shoreline and makes its way inland for a couple of kilometers, contrary to what it is generally assumed. The tsunami models used in this study show much more variability when predicting flow velocity than predicting runup elevations and inundation lines. The results provided in this study will help understand the uncertainties in model predictions and locate possible sources of errors within a model.
【 授权许可】
CC BY
【 预 览 】
Files | Size | Format | View |
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RO201902011704443ZK.pdf | 945KB | download |